material table · total width of bridge 4504000 u/s appron ......
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GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
500
500
FILTER MEDIA
600 mm THK.
R. L.402.325
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
700
2700
3000
3300
R.T.L. R.L.406.875
A
U/S
A
D/S
TOE WALL
PLAN
TO JEJURI
50
00
B
PRESSURE
RELIEF PIPE
TO JEJURI
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
50
0
U/S
A
D/S
TOE WALL
TO JEJURI
50
00
B
PRESSURE
RELIEF PIPE
TO JEJURI
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
50
0
2700
700
300
500
1500
2700
700
300
500
1500
2700
700
300
500
1500
500
GROUND LEVEL
CHAINAGE
DATUM R.L. 399.00
151.000 401.460
153.000 401.890
155.000 401.540
157.000 401.490
159.000 402.360
161.000 403.280
163.000 403.850
165.000 404.190
149.000 401.660
147.000 401.730
145.000 401.850
143.000 402.325
141.000 403.850
139.000 405.190
137.000 405.250
RAFT TOP 402.325
25 mm EXPANSION JOINT
400
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
TO PATHRI
100
300
350
100
6000 6000
1.0
1.5
100 mm THK. P.C.C.
450
5000
WEARING COAT
25 mm EXPANSION JOINT
400
PRESSURE RELIEF PIPE
100
300
350
100
60006000
1.0
1.5
100 mm THK. P.C.C.
450
5000
5000
4550
4 SPAN OF 6M
915.000 387.966
TO POKHARNI
500
R.T.L. R.L.406.875
SOFFIT 406.100
M.I.H.F.L. .405.900
87
07
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
500
450
600
750
4506000 D/S APPRON
600
750
2400
2400
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
CUTOFF BOTTOM R.L.399.925
500
5000
R.T.L. R.L.406.875
SOFFIT 406.100
M.I.H.F.L. .405.900
RAFT TOP 402.325
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\AU 61 GAD 235.640.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 235/640
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
DIMENSION DETAILS R.C.C. WALL
500
R. L.568.300
500
300
FILTER MEDIA
600 mm THK.
R. L.397.425
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
A
U/S
D/S
PLAN
50
00
B
PRESSURE
RELIEF PIPE
TO PATHRI
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
A
50
00
B
TO POKHARNI
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
TOE WALL
CH 237/950
15
00
15
00
15
00
15
00
SAND
SAND
SOIL
MURUM
TRAIL BORE
AT CENTER
R.T.L. R.L400.975
25 mm EXPANSION JOINT
400
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
TO PATHRI
TO POKHARNI
GROUND LEVEL
CHAINAGE
5000
1.0
1.5
100 mm THK. P.C.C.
450
50005000
RAFT TOP 397.425
25 mm EXPANSION JOINT
SOFFIT 400.450
M.I.H.F.L 400.000
5000
100 mm THK. P.C.C.
450
5000
1.0
1.5
4000
4000
4000
141.000 397.725
143.000 397.760
145.000 397.846
147.000 397.995
149.000 398.250
151.000 398.400
139.000 397.860
137.000 397.600
135.000 397.850
133.000 398.260
131.000 398.830
RL 397.425
DATUM R.L. 393.000
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
21
00
21
00
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
CUTOFF BOTTOM R.L.395.325
500
40
00
R.T.L. R.L400.975
SOFFIT 400.450
M.I.H.F.L 400.000
RAFT TOP 397.425
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\AU 61 GAD 237.950.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 237/950
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
DIMENSION DETAILS R.C.C. WALL
300
500
50
0
30
0
FILTER MEDIA
600 mm THK.
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
R.T.L. R.L.400.025
RL 396.975
A
U/S
D/S
PLAN
5000
B
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
A
TOE WALL
TO POKHARNI
5000
B
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
TO POKHARNI
CH 239/250
1500
1500
1500
1500
BC SOIL
SOFT MURUM
TRAIL BORE
AT CENTER
SOFT MURUM
BC SOIL
R.T.L. R.L.400.025
SOFFIT 399.350
M.I.H.F.L.398.800
GROUND LEVEL
CHAINAGE
394.000 395.210
395.000 397.550
398.000 398.850
401.000 398.950
404.000 398.980
393.000 395.250
392.000 395.660
391.000 397.550
388.000 398.910
385.000 398.725
382.000 398.920
25 mm EXPANSION JOINT
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
DATUM R.L. 393
7000
1.0
1.5
100 mm THK. P.C.C.
450
3050
5500
WEARING COAT
R.L 399.675
1 SPAN OF 7M
TO PATHRI
TO POKHARNI
1.0
1.5
100 mm THK. P.C.C.
450
3050
R.L 399.675
RAFT TOP 396.975
R.T.L. R.L.400.025
3500
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
21
00
21
00
2.5% SLOPE2.5% SLOPE
C
L
U/S
D/S
CUTOFF BOTTOM R.L.394.875
500
35
00
R.T.L. R.L.400.025
SOFFIT 399.550
M.I.H.F.L.398.800
RAFT TOP 396.975
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\AU 61 GAD 239.250.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 239/250
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
DIMENSION DETAILS R.C.C. WALL
300
500
50
0
30
0
FILTER MEDIA
600 mm THK.
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
RL 401.125
R.T.L. R.L.404.175
A
U/S
D/S
PLAN
5000
B
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
A
TOE WALL
TO POKHARNI
5000
B
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
TO POKHARNI
CH 240/005
1500
1500
1500
1500
B.C SOIL
TRAIL BORE
AT CENTER
B.C SOIL
SOFT MURUM
SOFT MURUM
GROUND LEVEL
CHAINAGE
145.000 401.250
146.000 402.250
149.000 402.950
144.000 400.085
143.000 401.115
142.000 402.550
139.000 402.560
136.000 403.550
25 mm EXPANSION JOINT
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
DATUM R.L. 397
7000
1.0
1.5
100 mm THK. P.C.C.
450
3050
5500
WEARING COAT
R.L 399.675
1 SPAN OF 7M
TO PATHRI
TO POKHARNI
1.0
1.5
100 mm THK. P.C.C.
450
3050
R.T.L. R.L.404.175
SOFFIT 403.500
M.I.H.F.L.402.800
151.000 403.240
153.000 403.360
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
21
00
21
00
2.5% SLOPE2.5% SLOPE
C
L
U/S
D/S
CUTOFF BOTTOM R.L.399.025
500
35
00
RAFT TOP 401.125
R.T.L. R.L.404.175
SOFFIT 403.500
M.I.H.F.L.402.800
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\AU 61 GAD 240.005.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 240/005
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
350
FILTER MEDIA
600 mm THK.
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
25
50
400
850
40
0
1600
1900
2200
R.T.L. R.L.399.225
RAFT TOP 396.675
PLAN
5000
11000
MA
IN
C
AR
RIA
GE
WA
Y
500
PRESSURE
RELIEF PIPE
A
U/S
A
D/S
4000
19
00
4000
1900
TO PATHRI
5000
11000
MA
IN
C
AR
RIA
GE
WA
Y
500
4000
19
00
4000
1900
TO AMBAD
CH 240/420
1500
1500
1500
1500
B.C SOIL
TRAIL BORE
AT CENTER
SOIL+SAND
+BOULDERS
SOFT MURUM
SOFT MURUM
566.000 395.900
GROUND LEVEL
CHAINAGE
567.000 396.690
567.500 398.290
565.000 396.310
564.500 398.150
562.000 398.425
559.000 398.430
556.000 398.550
569.000 398.110
572.000 393.590
575.000 398.660
SECTION B-B
TO AMBAD
TO PATHRI
DATUM R.L. 392.000
1 SPAN OF 4M
25 mm EXPANSION JOINT
400
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
1.0
1.5
100 mm THK. P.C.C.
450
4000
400
PRESSURE RELIEF PIPE
1.0
1.5
100 mm THK. P.C.C.
450
RAFT TOP 396.675
2550
4000
3000
R.T.L. R.L.399.225
SOFFIT 398.750
M.I.H.F.L.398.350
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
450
4000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
18
00
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
CUTOFF BOTTOM R.L.394.875
500
25
50
R.T.L. R.L.399.225
SOFFIT 398.750
M.I.H.F.L.398.350
RAFT TOP 396.675
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\AU 61 GAD 240.420.DWG
RECONSTRUCTION OF BOX CULVERT ( EXISTING
SLAB CULVERT) AT CH 240/420
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
500
600
R. L.568.300
500
300
FILTER MEDIA
600 mm THK.
R. L.385.836
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
A
U/S
A
D/S
TOE WALL
PLAN
TO JEJURI
5000
B
PRESSURE
RELIEF PIPE
TO JEJURI
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
500
U/S
A
D/S
TOE WALL
TO JEJURI
5000
B
PRESSURE
RELIEF PIPE
TO JEJURI
11000
MA
IN
C
AR
RIA
GE
WA
Y
B
500
R.T.L. R.L.389.331
RAFT TOP 385.836
25 mm EXPANSION JOINT
400
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
TO PATHRI
SOFFIT 388.756
H.F.L. R.L.388.206
GROUND LEVEL
CHAINAGE
DATUM R.L. 381.000
10
0
300
350
10
0
6000 6000
1.0
1.5
100 mm THK. P.C.C.
450
5000
WEARING COAT
25 mm EXPANSION JOINT
400
PRESSURE RELIEF PIPE
10
0
300
350
10
0
60006000
1.0
1.5
100 mm THK. P.C.C.
450
5000
45
00
40
50
89
7.0
00
3
86
.2
60
4 SPAN OF 6M
90
3.0
00
3
86
.7
86
90
9.0
00
3
87
.8
56
91
5.0
00
3
87
.9
66
89
1.0
00
3
86
.4
90
88
5.0
00
3
87
.5
10
TO POKHARNI
50
0
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
500
450
600
750
4506000 D/S APPRON
600
750
SECTION A-A
2400
2400
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
CUTOFF BOTTOM R.L.386.436
500
4500
R.T.L. R.L.389.331
SOFFIT 388.856
H.F.L. R.L.388.206
RAFT TOP 385.836
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\AU 61 GAD 244.745.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 244/745
GENERAL NOTES:-
MATERIAL TABLE
SR NO ITEM DESCRIPTION
300
DIMENSION DETAILS R.C.C. WALL
500
600
R. L.389.185
500
300
FILTER MEDIA
600 mm THK.
R. L.384.635
RUBBLE SOALING/
SELECTED MURUM
P.C.C. M-15
2700
3000
3000
A
U/S
A
D/S
TOE WALL
PLAN
50
00
PRESSURE
RELIEF PIPE
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
50
0
TOE WALL
50
00
B
PRESSURE
RELIEF PIPE
11
00
0
MA
IN
C
AR
RIA
GE
WA
Y
B
50
0
60
0
30
0
50
0
16
00
TO POKHARNITO PATHRI
GROUND LEVEL
CHAINAGE
24
4.9
11
3
84
.9
25
24
4.9
15
3
84
.8
30
24
4.9
19
3
85
.1
40
24
4.9
23
3
85
.7
10
24
4.9
27
3
86
.0
05
24
4.9
07
3
84
.8
80
24
4.9
03
3
85
.1
10
24
4.8
99
3
85
.6
30
24
4.8
95
3
87
.3
10
25 mm EXPANSION JOINT
400
PRESSURE RELIEF PIPE
SECTION B-B
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
DATUM R.L. 381.000
10
0
300
350
10
0
6000 6000
1.0
1.5
100 mm THK. P.C.C.
450
5000
WEARING COAT
25 mm EXPANSION JOINT
400
PRESSURE RELIEF PIPE
10
0
300
350
10
0
60006000
1.0
1.5
100 mm THK. P.C.C.
450
5000
50
00
45
50
R.T.L. R.L.389.185
SOFFIT 388.410
H.F.L. R.L.388.060
RAFT TOP 384.635
TO PATHRI TO POKHARNI
500
11000
MAIN CARRIAGEWAY
12000
TOTAL WIDTH OF BRIDGE
4504000 U/S APPRON
900 mm THK. SAND FILLING/
GRANULAR MATERIAL
450 mm THK. R.C.C. M-25 RAFT SLAB
100 mm THK. P.C.C. M-15
50
0
45
0
60
0
750
4506000 D/S APPRON
60
0
750
SECTION A-A
24
00
24
00
2.5% SLOPE2.5% SLOPE
C
L
U/S D/S
CUTOFF BOTTOM R.L.382.235
500
50
00
R.T.L. R.L.389.185
SOFFIT 388.410
H.F.L. R.L.388.060
RAFT TOP 384.635
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\AU 61 GAD 244.830.DWG
RECONSTRUCTION OF MINOR BRIDGE
AT CH 244/830
RECONSTRUCTION OF 1 X 1.2m DIA PIPE
IN PACKAGE AU-112
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\20PIPE CULVERT 1.2M 4A FINAL.DWG
-- - - -
RECONSTRUCTION OF 1 X 1.2m DIA PIPE
IN PACKAGE AU-112
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\20PIPE CULVERT 1.2M 4A FINAL.DWG
-- - - -
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\20PIPE CULVERT 1.2M 4A FINAL.DWG
RECONSTRUCTION OF 2 X 1.2m DIA PIPE
IN PACKAGE AU-112
-- - - -
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\20PIPE CULVERT 1.2M 4A FINAL.DWG
RECONSTRUCTION OF 2 X 1.2m DIA PIPE
IN PACKAGE AU-112
-- - - -
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\20PIPE CULVERT 1.2M 4A FINAL.DWG
RECONSTRUCTION OF 3 X 1.2m DIA PIPE
IN PACKAGE AU-112
-- - - -
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\20PIPE CULVERT 1.2M 4A FINAL.DWG
RECONSTRUCTION OF 4 X 1.2m DIA PIPE
IN PACKAGE AU-112
-- - - -
Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\20PIPE CULVERT 1.2M 4A FINAL.DWG
RECONSTRUCTION OF 5 X 1.2m DIA PIPE
IN PACKAGE AU-112
-- - - -
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