The document provides plan and profile drawings for the four laning of the Neraluru-Thorapalli Agraharam section of NH-844 in Karnataka and Tamil Nadu, India. It includes 13 drawings showing the layout of the road from chainage 0+000 to 23+350, with details of horizontal and vertical alignments, structures, service roads, and other relevant engineering information. The project is being implemented by the National Highways Authority of India under the Bharatmala Pariyojana program on a hybrid annuity model, with Consulting Engineers Pvt Ltd serving as the design consultant.

1. HIGHWAY DRAWINGS
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844 FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE)
NATIONAL HIGHWAYS AUTHORITY OF INDIA
UNDER BHARATMALA PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
RIGHT SLIP/SERVICE ROAD PLAN AND PROFILE DRAWINGS
(FROM CH: 0+000 TO CH: 23+350)
CONSULTING ENGINEERS PVT LTD
Road No.1, KPHB Colony, Kukatpally, Hyderabad, Telangana-500072.
# MIG 192 & 193, Flat No. 301, 3rd Floor, Krishna Apartments,
INDEPENDENT ENGINEER:
EPC CONTRACTORS:
CONCESSIONAIRE:
NERALURU THORAPALLI ROADWAYS PRIVATE LIMITED,
DESIGN ENGINEER:
Infrastructure Private Limited
scc
AHMEDABAD
SCC House, Opp. Nirma University,
S.G. Highway, Chharodi, Ahmedabad.
START OF THE PROJECT
CH: 0+000
END OF THE PROJECT
CH: 23+350

2. GENERAL DRAWINGS
2 LEGEND
SL.
TITLE OF DRAWINGS DRAWING NO.
PAGE
NOS.
NO.
A.
03
01
02
1 INDEX
3
4
5
6
7
8
9
04
08
06
10
09
1
2
11
10
12
11
12
07
LIST OF DRAWINGS
13
14
15
NH844/LEGEND
NH844/INDEX
NH844/RSR/P&P/01
NH844/RSR/P&P/02
NH844/RSR/P&P/03
NH844/RSR/P&P/04
NH844/RSR/P&P/05
NH844/RSR/P&P/06
NH844/RSR/P&P/07
NH844/RSR/P&P/08
NH844/RSR/P&P/09
13
NH844/RSR/P&P/10
NH844/RSR/P&P/11
NH844/RSR/P&P/12
NH844/RSR/P&P/13
05
PLAN AND PROFILE DRAWING OF LEFT SLIP/SERVICE ROAD KM 0+000 TO 23+350
B.
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 0+580 TO CH: 1+000)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 1+000 TO CH: 2+000)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 2+000 TO CH: 3+000)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 3+000 TO CH: 3+650)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 5+275 TO CH: 6+300)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 9+930 TO CH: 10+325)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 13+100 TO CH: 13+680)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 15+200 TO CH: 16+000)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 16+000 TO CH: 17+000)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 17+000 TO CH: 18+000)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 18+000 TO CH: 18+780)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 19+720 TO CH: 19+950)
PLAN AND PROFILE DRAWING OF RIGHT SLIP/SERVICE ROAD (CH: 21+290 TO CH: 21+400)
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/INDEX
22-11-2022 N.T.S
0 FIRST SUBMISSION 22.11.2022

3. EXISTING FEATURES:
PROPOSED CENTER LINE
PROPOSED MEDIAN
PROPOSED PAVED SHOULDER LINE
PROPOSED EARTHEN SHOULDER LINE
FOOTPATH LEFT
PIPE CULVERT
SLAB CULVERT
PROW PROPOSED PROW
HORIZONTAL ALIGNMENT
SUPER ELEVATION
PIPE CULVERT
BOX / SLAB CULVERT
MINOR / MAJOR BRIDGE
LHS
RHS
MINOR / MAJOR BRIDGE
VEHICULAR UNDERPASS
RETAINING WALL
VOP
MH
TF
T
Bridge/Culvert
Electrical poles,
Telephone,
Transformer
Electrical Box
Wire fence
Railway:Metre gauge
Broad gauge with KM Stone
Drain
Borewell
Lamp Post
Hut
Manhole
Pump House
Temple.Mosque,Graves.
Km Pillar, Sub Km Pillar
Embankment
Stream
Pipeline with Gate Valve
Cultivation limit
Cutting
Telephone Box
well
Pit.Hedge
Boulders
Rocky ground
Relative height.
-
KM S FS
km stone, safe guard
stone,furlong stone
Hand pump,tap,Row
Name board,single post,sign
board,ofc stone,flag pole
Roads:Metalled,Unmetalled.
Cart track.Foot path.
Buildings:Permanent,
Temporary;Under Construction.
Trees:Ordinary,
Coconut;Arecanut.
FOOTPATH RIGHT
SEPARATORS
LEFT SERVICE ROAD
RIGHT SERVICE ROAD
UTILITY
OGL AT LEFT MEDIAN EDGE
OGL AT RIGHT MEDIAN EDGE
OGL AT 30M FROM LEFT
OGL AT 30M FROM RIGHT
FRL AT CENTER
ABBREVIATIONS
BS - Beginning of Spiral Curve
BC - Beginning of Circular Curve
EC - End of Circular Curve
ES - End of Spiral Curve
R - Radius of Circular Curve
D - Deviation Angle
Ls - Length of Spiral Curve
Lc - Length of Circular Curve
e - Super-elevation
V - Design Speed
We - Extra Widening
PROPOSED CARRIAGE WAY LINE
LEGEND
LVUP
BOX CULVERT
DESIGN ALIGNMENT VERTICAL PROFILE
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
0 FIRST SUBMISSION 10.09.2022
R0
NH844/LEGEND
10-09-2022 N.T.S

4. TF
TF
TF
TF
TF
MA
TC
HL
IN
E
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
1/2
0+525
0+525
1x3x2.5 - Box Culvert
1x3x2.5 - Box Culvert
-
New 4-Lane
CA
CHAINAGE
CA
PROP. SPAN
(M
):
DESIGN
CH:
DES. PROP. SPAN
(M
):
CD
NO:
SKEW
PROPOSAL
-
New
4-Lane
SLIP
ROAD
START
CH
:
0+580
CH
:
0+580
SLIP
ROAD
END
CURVE NO
R
(m)
0+300
0+400
0+500
0+600
0+700
0+800
0+900
1+0
00
BS:
0+944
B
C
:
1
+
0
6
4
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW
ROW
ROW
580
590
600
610
620
630
640
650
660
670
680
690
700
710
720
730
740
750
760
770
780
790
800
810
820
830
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
TCS-VIA
899.337
899.522
899.706
899.891
900.075
900.260
900.444
900.629
900.813
900.998
901.182
901.367
901.551
901.736
901.920
902.105
902.289
902.474
902.658
902.843
903.027
903.212
903.396
903.581
903.765
903.950
904.133
904.308
904.475
904.632
904.779
904.918
905.047
905.167
905.278
905.380
905.472
905.555
905.629
905.694
905.750
905.796
905.833
G=1.845
L=255.186m
R=-10841.242m
L=200.000m
580.000
835.186
R=-10841.242m
L=200.000m
943.644
L=120.000m
A=49200.000
L=943.644m
Straight
899.363
899.588
899.838
900.088
900.338
900.588
900.838
901.088
901.338
901.588
901.838
902.088
902.338
902.588
902.838
903.088
903.338
903.588
903.838
904.088
904.338
904.588
904.838
905.088
905.338
905.588
905.838
906.088
906.338
906.588
906.838
907.116
907.404
907.692
907.980
908.268
908.556
908.854
909.142
909.428
909.707
909.978
910.242
896.870
896.870
897.855
898.545
899.202
898.625
899.002
899.305
899.670
899.917
898.945
899.334
899.729
900.048
900.417
900.789
901.167
901.506
901.843
902.191
902.562
902.700
902.818
902.931
903.104
903.288
903.471
903.654
903.911
904.199
904.670
904.934
905.186
905.438
905.684
905.901
906.088
906.184
906.286
906.400
906.517
906.684
906.832
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
ELEV.=905.890m
PVI.
CH=935.186m
22-11-2022
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/01
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=895.000m
NERALURU THORAPALLI AGRAHARAM

5. T
F
T
F
T
F
T
F
M
A
T
C
H
L
I
N
E
M
A
T
C
H
L
I
N
E
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
2/1
1+055
1+055
1x7.0x4.0 - SVUP
1x7.0x4.0 - SVUP
-
New 4-Lane
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
2/2
1+859
1+859
1x12.0x4.0 - LVUP
1x12.0x4.0 - LVUP
-
New 4-Lane
SLI
P
RO
AD
EN
D
SE
RV
ICE
RO
AD
ST
AR
T
CH
:
1+2
50
SLI
P
RO
AD
ST
AR
T
SE
RV
ICE
RO
AD
EN
D
CH
:
1+2
50
S
L
I
P
R
O
A
D
S
T
A
R
T
S
E
R
V
I
C
E
R
O
A
D
E
N
D
C
H
:
2
+
0
3
0
S
E
R
V
I
C
E
R
O
A
D
E
N
D
S
L
I
P
R
O
A
D
S
T
A
R
T
C
H
:
1
+
5
2
5
S
E
R
V
I
C
E
R
O
A
D
S
T
A
R
T
S
L
I
P
R
O
A
D
E
N
D
C
H
:
1
+
5
2
5
CURVE NO 1
R (m)
-410.000
Lc
326.764
V
100 Kmph
e (%)
D
62° 26' 0.3"
CURVE NO 2
R (m) 415.000
Lc 299.792
Ls
120.0
V 100 Kmph
e (%)
D 57° 57' 26.6"
1
+
0
0
0
1
+
1
0
0
1
+
2
0
0
1+
30
0
1
+
4
0
0
1
+
5
0
0
1
+
6
0
0
1
+
7
0
0
1+
80
0
1
+
9
0
0
2
+
0
0
0
B
S
:
0
+
9
4
4
B
C
:
1
+
0
6
4
E
C
:
1
+
3
9
0
E
S
:
1
+
5
1
0
B
S
:
1
+
5
3
7
B
C
:
1
+
6
5
7
E
C
:
1
+
9
5
7
E
S
:
2
+
0
7
7
Ls
120.0
5.0
5.0
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
1180
1190
1200
1210
1220
1230
1240
1250
1260
1270
1280
1290
1300
1310
1320
1330
1340
1350
1360
1370
1380
1390
1400
1410
1420
1430
1440
1450
1460
1470
1480
1490
1500
1510
1520
1530
1540
1550
1560
1570
1580
1590
1600
1610
1620
1630
1640
1650
1660
1670
1680
1690
1700
1710
1720
1730
1740
1750
1760
1770
1780
1790
1800
1810
1820
1830
1840
1850
1860
1870
1880
1890
1900
1910
1920
1930
1940
1950
1960
1970
1980
1990
2000
TCS-VIA TCS-II TCS-VIA
TCS-VIA
905.833
905.861
905.879
905.889
905.890
905.890
905.890
905.890
905.912
906.014
906.198
906.465
906.792
907.122
907.452
907.782
908.112
908.442
908.772
909.102
909.429
909.742
910.040
910.324
910.592
910.846
911.085
911.310
911.520
911.714
911.895
912.060
912.211
912.347
912.468
912.574
912.666
912.743
912.805
912.852
912.885
912.903
912.906
912.894
912.868
912.827
912.771
912.700
912.614
912.514
912.402
912.290
912.177
912.064
911.952
911.839
911.726
911.614
911.494
911.355
911.193
911.011
910.808
910.583
910.343
910.103
909.863
909.623
909.383
909.143
908.903
908.663
908.423
908.183
907.943
907.703
907.463
907.223
906.983
906.743
906.503
906.263
906.023
905.784
905.575
905.415
905.305
905.245
905.234
905.272
905.330
905.388
905.445
905.503
905.561
905.618
905.676
905.734
905.791
905.849
905.907
G=0.000
G=3.300
G=-1.127 G=-2.400
G=0.577
L=37.480m
L=80.807m
L=78.721m L=196.594m
L=149.411m
R=1212.140m
R=-6776.675m R=-4713.276m
R=2015.656m
L=40.000m
L=300.000m L=60.000m
L=60.000m
1035.186
1072.666
1112.666
1193.473
1493.473
1572.195
1632.195
1828.788
1888.788
R=-10841.242m
L=200.000m
L=26.746m
L=326.764m
L=299.792m
L=120.000m L=120.000m
L=120.000m
R=-410.000m
R=415.000m
A=49200.000 A=49200.000
A=49800.000
Straight
1063.644
1390.408
1510.408
1537.154
1657.154
1956.946
L=120.000m
A=49800.000
910.242
910.508
910.757
910.998
911.233
911.460
911.679
911.872
912.039
912.198
912.350
912.495
912.632
912.761
912.884
912.998
913.106
913.206
913.299
913.384
913.462
913.532
913.595
913.651
913.699
913.740
913.748
913.774
913.795
913.815
913.835
913.856
913.876
913.897
913.913
913.922
913.924
913.918
913.905
913.884
913.820
913.749
913.670
913.584
913.481
913.380
913.272
913.156
913.033
912.902
912.755
912.610
912.461
912.309
912.158
912.007
911.847
911.697
911.591
911.506
911.433
911.353
911.287
911.251
911.230
911.210
911.199
911.216
911.229
911.235
911.233
911.224
911.208
911.184
911.152
911.114
911.068
911.014
910.953
910.885
910.809
910.726
910.636
910.538
910.433
910.320
910.200
910.073
909.938
909.796
909.646
909.489
909.325
909.153
908.974
908.787
908.603
908.440
908.278
908.100
907.915
906.832
906.917
906.980
907.078
907.289
907.605
907.582
907.332
907.173
907.393
906.782
906.792
906.852
906.945
907.182
907.421
907.850
908.103
908.370
908.823
908.853
909.512
910.327
910.948
911.508
912.204
912.403
912.690
913.000
913.271
913.335
913.364
913.388
913.410
913.412
913.407
913.409
913.417
913.431
913.397
913.344
913.301
913.274
913.247
913.207
913.146
913.099
913.050
912.978
912.843
912.717
912.605
912.585
912.516
912.289
912.053
911.863
911.619
911.363
911.174
910.989
910.808
910.630
910.360
910.175
909.987
909.713
909.570
909.259
908.969
908.618
908.336
908.125
908.059
907.994
907.833
907.437
907.087
906.933
906.786
906.574
906.446
906.324
906.288
906.373
906.360
906.479
906.288
906.066
906.338
906.080
905.762
905.624
905.634
905.682
905.608
905.505
905.665
905.873
906.069
906.167
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
SVUP CH:1+055
LVUP CH:1+859
ELEV.=905.890m
ELEV.=914.167m
ELEV.=911.251m
ELEV.=905.092m
PVI.
CH=1092.666m
PVI.
CH=1343.473m
PVI.
CH=1602.195m
PVI.
CH=1858.788m
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/02
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=903.000m
THORAPALLI AGRAHARAM
NERALURU

6. TF
TF
TF
TF
TF
TF
M
A
TC
H
LI
N
E
MAT
CHL
INE
N
1+859
1+859
1x12.0x4.0 - LVUP
1x12.0x4.0 - LVUP
-
New 4-Lane
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
3/1
2+881
2+881
1x7.0x4.0 - SVUP
1x7.0x4.0 - SVUP
-
New 4-Lane
SLIP
ROAD
END
SERV
ICE
ROAD
STAR
T
CH
:
2+030
SLIP
ROAD
STAR
T
SERV
ICE
ROAD
END
CH
:
2+030
SERVICE
ROAD
END
SLIP
ROAD
START
CH
:
2+460
SERVICE
ROAD
START
SLIP
ROAD
END
CH
:
2+460
2+
00
0
2+100
2+200
2+300
2+400
2+500
2+600
2+700
2+800
2+900
3+000
E
C
:
1
+
9
5
7
ES:
2+077
BS:
2+949
BC:
2+999
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
2000
2010
2020
2030
2040
2050
2060
2070
2080
2090
2100
2110
2120
2130
2140
2150
2160
2170
2180
2190
2200
2210
2220
2230
2240
2250
2260
2270
2280
2290
2300
2310
2320
2330
2340
2350
2360
2370
2380
2390
2400
2410
2420
2430
2440
2450
2460
2470
2480
2490
2500
2510
2520
2530
2540
2550
2560
2570
2580
2590
2600
2610
2620
2630
2640
2650
2660
2670
2680
2690
2700
2710
2720
2730
2740
2750
2760
2770
2780
2790
2800
2810
2820
2830
2840
2850
2860
2870
2880
2890
2900
2910
2920
2930
2940
2950
2960
2970
2980
2990
3000
TCS-VIA TCS-II TCS-VIA
905.907
905.965
906.022
906.080
906.137
906.186
906.220
906.241
906.248
906.241
906.221
906.196
906.171
906.146
906.121
906.096
906.071
906.046
906.021
905.996
905.971
905.946
905.921
905.896
905.871
905.846
905.821
905.796
905.771
905.746
905.721
905.696
905.671
905.646
905.621
905.596
905.571
905.546
905.521
905.496
905.471
905.446
905.421
905.396
905.365
905.325
905.276
905.217
905.149
905.071
904.990
904.908
904.827
904.745
904.664
904.583
904.501
904.420
904.339
904.257
904.176
904.094
904.013
903.932
903.850
903.769
903.688
903.606
903.525
903.443
903.362
903.281
903.199
903.118
903.037
902.955
902.874
902.792
902.711
902.630
902.548
902.467
902.389
902.321
902.263
902.214
902.174
902.144
902.123
902.112
902.110
902.118
902.135
902.162
902.198
902.244
902.295
902.346
902.398
902.449
902.500
G=-0.250 G=-0.814
G=0.514
L=330.702m L=322.099m
L=94.000m
R=-7259.172m R=-10640.270m
R=10548.149m
L=60.000m L=60.000m
L=140.000m
2038.199
2098.199
2428.901
2488.901
2811.000
2951.000
G=0.577
L=149.411m
L=94.000m
L=871.554m
L=120.000m
L=50.000m
A=49800.000
A=60500.000
Straight
2076.946
2948.500
2998.500
907.915
907.722
907.516
907.286
907.091
906.907
906.746
906.608
906.494
906.403
906.336
906.292
906.266
906.241
906.216
906.191
906.166
906.141
906.116
906.091
906.066
906.041
906.016
905.991
905.966
905.941
905.916
905.891
905.866
905.841
905.816
905.791
905.766
905.741
905.716
905.691
905.666
905.641
905.616
905.591
905.566
905.541
905.516
905.500
905.496
905.507
905.531
905.556
905.607
905.671
905.749
905.833
905.916
905.999
906.083
906.166
906.249
906.333
906.416
906.499
906.583
906.666
906.749
906.833
906.916
906.998
907.075
907.144
907.205
907.259
907.306
907.345
907.377
907.401
907.418
907.428
907.430
907.424
907.412
907.392
907.364
907.329
907.287
907.237
907.180
907.116
907.044
906.965
906.878
906.784
906.682
906.573
906.457
906.390
906.354
906.310
906.259
906.201
906.135
906.062
905.971
906.167
906.202
906.276
906.315
906.323
906.478
906.521
906.703
907.146
907.195
907.096
906.926
906.955
906.944
906.843
906.789
906.732
906.686
906.666
906.691
906.678
906.729
906.487
905.798
905.826
905.864
905.878
905.885
905.911
905.936
905.939
905.931
905.965
905.943
905.940
905.771
905.727
905.730
905.786
905.799
905.830
905.842
905.845
905.860
905.896
906.001
905.923
905.875
905.877
905.875
905.913
905.914
905.817
905.491
905.467
905.481
905.245
905.322
905.089
905.170
905.290
905.340
905.386
905.385
905.091
904.871
904.691
904.456
904.342
904.240
904.222
904.096
904.046
903.952
903.865
903.749
903.752
903.703
903.568
903.387
903.180
902.911
902.795
902.734
902.878
903.039
902.981
902.811
902.467
902.134
901.941
901.792
901.690
901.487
901.262
901.082
900.925
900.733
900.564
900.412
900.262
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
SVUP CH:2+881
ELEV.=906.300m
ELEV.=905.324m
ELEV.=901.889m
PVI.
CH=2068.199m
PVI.
CH=2458.901m
PVI.
CH=2881.000m
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/03
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=899.000m
THORAPALLI AGRAHARAM
NERALURU

7. M
A
T
C
H
L
I
N
E
N
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
4/1
3+100
3+100
1x3x2.5 - Box Culvert
1x3x2.5 - Box Culvert
-
New 4-Lane
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
4/2
3+519
3+525
1x10-Minor Bridge(MCW&SR)
1x10-Minor Bridge(MCW&SR)
-
New 4-Lane
S
L
IP
R
O
A
D
E
N
D
S
L
IP
R
O
A
D
T
A
P
E
R
S
T
A
R
T
C
H
:
3
+
6
5
0
S
L
IP
R
O
A
D
S
T
A
R
T
S
L
IP
R
O
A
D
T
A
P
E
R
E
N
D
C
H
:
3
+
6
5
0
C
H
:
3
+
8
0
0
S
L
IP
R
O
A
D
T
A
P
E
R
E
N
D
C
H
:
3
+
8
0
0
S
L
IP
R
O
A
D
T
A
P
E
R
S
T
A
R
T
CURVE NO
3
R (m)
-1210.000
Lc
655.269
Ls
50.0
V
100 Kmph
e (%)
D
33° 23' 45.0"
3
+
0
0
0
3
+
1
0
0
3
+
2
0
0
3
+
3
0
0
3+
40
0
3+
50
0
3
+
6
0
0
3
+
7
0
0
3
+
8
0
0
3
+
9
0
0
B
S
:
2
+
9
4
9
B
C
:
2
+
9
9
9
E
C
:
3
+
6
5
4
E
S
:
3
+
7
0
4
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
3.70
3000
3010
3020
3030
3040
3050
3060
3070
3080
3090
3100
3110
3120
3130
3140
3150
3160
3170
3180
3190
3200
3210
3220
3230
3240
3250
3260
3270
3280
3290
3300
3310
3320
3330
3340
3350
3360
3370
3380
3390
3400
3410
3420
3430
3440
3450
3460
3470
3480
3490
3500
3510
3520
3530
3540
3550
3560
3570
3580
3590
3600
3610
3620
3630
3640
3650
TCS-VIA
902.500
902.552
902.603
902.654
902.706
902.754
902.778
902.774
902.743
902.685
902.599
902.486
902.346
902.178
901.983
901.760
901.514
901.264
901.014
900.764
900.514
900.264
900.014
899.764
899.514
899.259
898.998
898.729
898.453
898.169
897.879
897.581
897.275
896.963
896.643
896.316
895.986
895.656
895.326
894.996
894.666
894.336
894.006
893.676
893.346
893.016
892.686
892.356
892.027
891.717
891.430
891.165
890.924
890.706
890.511
890.339
890.191
890.065
889.962
889.882
889.826
889.793
889.782
889.795
889.822
889.850
G=-2.500 G=-3.300
G=0.277
L=94.000m
L=84.024m L=127.476m
L=18.500m
R=-3650.230m R=-13749.998m
R=4333.134m
L=110.000m L=110.000m
L=155.000m
3045.000
3155.000
3239.024
3349.024
3476.500
3631.500
3650.000
G=0.514
L=94.000m
L=655.269m
R=-1210.000m
2998.500
3653.769
905.971
905.788
905.598
905.400
905.195
904.982
904.762
904.535
904.300
904.058
903.809
903.559
903.309
903.059
902.809
902.559
902.309
902.059
901.809
901.559
901.309
901.059
900.809
900.559
900.309
900.054
899.793
899.524
899.248
898.964
898.674
898.376
898.070
897.758
897.438
897.111
896.781
896.451
896.121
895.791
895.461
895.131
894.801
894.471
894.141
893.811
893.481
893.151
892.822
892.512
892.225
891.961
891.721
891.503
891.309
891.138
890.991
890.866
890.765
890.687
890.632
890.601
890.592
890.607
890.637
890.667
900.262
900.239
900.297
900.144
900.030
899.954
899.911
899.838
899.768
899.717
899.707
899.700
899.761
899.563
899.316
899.041
898.784
898.614
898.541
898.438
898.325
898.129
897.963
897.761
897.527
897.325
897.123
896.920
896.717
896.517
896.315
896.127
895.995
895.778
895.299
895.203
894.960
894.621
894.278
893.934
893.621
893.326
892.889
892.299
891.809
891.333
890.861
890.390
889.904
889.497
888.059
888.262
886.353
886.942
887.459
888.061
888.506
888.724
888.742
888.748
888.751
888.806
888.869
888.995
889.054
888.924
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
Box Culvert CH:3+100
ELEV.=903.014m
ELEV.=898.163m
ELEV.=889.584m
PVI.
CH=3100.000m
PVI.
CH=3294.024m
PVI.
CH=3554.000m
Minor Bridge CH:3+525
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/04
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=887.000m
THORAPALLI AGRAHARAM
NERALURU

8. TF
TF
TF
TF
TF
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
M
A
T
C
H
L
IN
E
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
6/1
5+370
5+374
1x3x2.5 - Box Culvert
1x3x2.5 - Box Culvert
12.4
NEW CONSTRUCTION
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
6/3
5+900
5+900
1x2x2 - Box Culvert
1x2x2 - Box Culvert
-
NEW CONSTRUCTION
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
7/1
6+205
6+205
1x3x2 - Box Culvert
1x3x2 - Box Culvert
-
NEW CONSTRUCTION
S
L
IP
R
O
A
D
T
A
P
E
R
E
N
D
S
L
IP
R
O
A
D
S
T
A
R
T
C
H
:
5
+
2
7
5
S
L
IP
R
O
A
D
T
A
P
E
R
S
T
A
R
T
S
L
IP
R
O
A
D
E
N
D
C
H
:
5
+
2
7
5
S
L
I
P
R
O
A
D
E
N
D
S
L
I
P
R
O
A
D
T
A
P
E
R
S
T
A
R
T
C
H
:
6
+
3
0
0
S
L
I
P
R
O
A
D
S
T
A
R
T
S
L
I
P
R
O
A
D
T
A
P
E
R
E
N
D
C
H
:
6
+
3
0
0
SL
IP
RO
AD
EN
D
SE
RV
ICE
RO
AD
ST
AR
T
CH
:
6+
02
5
SL
IP
RO
AD
ST
AR
T
SE
RV
ICE
RO
AD
EN
D
CH
:
6+
02
5
CA CHAINAGE
MCW
DESIGN CH:
CD NO:
CA PROP. SPAN (M):
DES. PROP. SPAN (M):
LHS
PROPOSAL:
SR
CA PROP. SPAN (M):
DES. PROP. SPAN (M):
PROPOSAL:
TYPE OF STRUCTURE:
RHS
6/2
5+760
5+760
Major Bridge
1x30+5x20
1x30+5x20
New 3-Lane
1x30+5x20
1x30+5x20
New 3-Lane
5 x 20
5 x 20
New 2-Lane
5 x 20
5 x 20
New 2-Lane
CURVE NO
5
R (m)
900.000
Lc
472.828
Ls
70.0
V
100 Kmph
e (%)
D
34° 33' 27.0"
CURVE NO 6
R (m) -800.000
Lc 253.675
Ls 75.0
V 100 Kmph
e (%)
D 23° 32' 22.6"
5
+
2
0
0
5
+
3
0
0
5+400
5
+
5
0
0
5
+
6
0
0
5
+
7
0
0
5
+
8
0
0
5
+
9
0
0
6
+
0
0
0
6+
10
0
6
+
2
0
0
6
+
3
0
0
E
C
:
5
+
5
0
4
E
S
:
5
+
5
7
4
B
S
:
5
+
8
9
9
B
C
:
5
+
9
7
4
E
C
:
6
+
2
2
8
E
S
:
6
+
3
0
3
4.90
5.0
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW
ROW
ROW
ROW
ROW
5270
5280
5290
5300
5310
5320
5330
5340
5350
5360
5370
5380
5390
5400
5410
5420
5430
5440
5450
5460
5470
5480
5490
5500
5510
5520
5530
5540
5550
5560
5570
5580
5590
5600
5610
5620
5630
5640
5650
5660
5670
5680
5690
5700
5710
5720
5730
5740
5750
5760
5770
5780
5790
5800
5810
5820
5830
5840
5850
5860
5870
5880
5890
5900
5910
5920
5930
5940
5950
5960
5970
5980
5990
6000
6010
6020
6030
6040
6050
6060
6070
6080
6090
6100
6110
6120
6130
6140
6150
6160
6170
6180
6190
6200
6210
6220
6230
6240
6250
6260
6270
6280
6290
6300
TCS-VIA TCS-IX TCS-VIA TCS-II
TCS-VIA
880.043
880.201
880.195
880.188
880.182
880.176
880.169
880.165
880.172
880.192
880.225
880.270
880.327
880.397
880.480
880.573
880.666
880.760
880.854
880.948
881.042
881.135
881.229
881.323
881.417
881.511
881.605
881.698
881.792
881.886
881.980
882.074
882.167
882.261
882.355
882.444
882.519
882.577
882.620
882.648
882.660
883.572
883.900
884.230
884.560
884.890
885.192
885.449
885.660
885.825
885.945
886.020
886.049
886.061
886.072
886.083
886.095
886.106
886.117
886.129
886.140
886.151
886.162
886.174
886.185
886.196
886.208
886.219
886.230
886.242
886.253
886.264
886.276
886.287
886.298
886.314
886.339
886.374
886.418
886.468
886.517
886.566
886.615
886.664
886.713
G=3.234
G=-0.064
G=0.938 G=3.300 G=0.113 G=0.491
L=30.785m
L=59.000m
L=198.508m L=36.470m L=221.266m L=59.841m
R=7981.724m
R=-6395.577m R=-2196.504m
R=10585.965m
L=80.000m
L=60.000m L=70.000m
L=40.000m
5275.000
5334.000
5414.000
5612.508
5672.508
5872.423
5908.893
5978.893
6200.159
6240.159
6300.000
882.660
882.660
882.660
882.660
882.660
882.660
882.660
882.660
882.660
882.660
882.660
882.660
882.660
882.660
882.676
882.745
882.869
883.048
883.282
G=0.000
L=139.916m
R=1818.182m
L=60.000m
5812.423
L=324.771m
L=472.828m
L=253.675m
L=70.000m
L=75.000m L=75.000m
R=900.000m
R=-800.000m
A=63000.000
A=60000.000 A=60000.000
Straight
5504.144
5574.144
5898.916
5973.916
6227.591
6302.591
L=253.675m
R=-800.000m
880.034
880.364
880.694
881.024
881.354
881.684
882.014
882.344
882.674
883.004
883.334
883.664
883.994
884.324
884.654
884.984
885.314
885.639
885.951
886.250
886.535
886.807
887.065
887.310
887.579
887.864
888.135
888.392
888.570
888.734
888.884
889.022
889.145
889.255
889.352
889.435
889.505
889.561
889.604
889.633
889.649
889.652
889.652
889.652
889.652
889.652
889.652
889.652
889.652
889.652
889.652
889.652
889.652
889.652
889.652
889.652
889.641
889.618
889.580
889.530
889.523
889.502
889.477
889.440
889.379
889.314
889.236
889.135
889.029
888.911
888.769
888.585
888.360
888.138
887.938
887.763
887.611
887.458
887.353
887.272
887.215
887.181
887.171
887.180
887.192
887.203
887.214
887.225
887.236
887.248
887.259
887.270
887.281
887.292
887.304
887.315
887.308
887.265
887.213
887.162
887.119
887.067
887.010
886.956
877.197
877.276
877.334
877.329
877.304
877.270
877.241
876.773
876.323
875.851
876.549
878.029
877.768
877.839
877.876
877.819
877.573
877.687
877.780
877.779
877.795
877.792
878.082
878.430
878.760
878.962
878.858
878.680
878.774
878.882
878.839
878.837
878.979
879.109
879.235
879.306
879.438
879.442
879.422
879.619
879.845
880.127
880.458
882.636
881.520
882.376
882.280
882.185
882.089
881.993
881.898
881.802
881.706
881.610
881.515
881.447
881.465
881.652
881.951
882.106
882.220
882.485
882.746
883.031
882.822
882.549
882.518
882.559
882.603
882.722
882.901
882.946
883.069
883.167
883.264
883.340
883.538
883.521
883.254
883.277
883.308
883.406
883.545
883.561
883.527
883.559
883.696
883.815
883.942
884.082
884.132
884.174
884.285
884.385
884.389
884.504
884.674
884.653
884.637
884.615
884.586
884.885
885.090
885.042
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
Box Culvert CH:5+374
Major Bridge CH:5+760
Box Culvert CH:5+900
Box Culvert CH:6+205
ELEV.=880.141m
ELEV.=882.660m
ELEV.=882.660m
ELEV.=886.008m
ELEV.=886.321m
PVI.
CH=5374.000m
PVI.
CH=5642.508m
PVI.
CH=5842.423m
PVI.
CH=5943.893m
PVI.
CH=6220.159m
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/05
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=875.000m
THORAPALLI AGRAHARAM
NERALURU

9. 9930
9940
9950
9960
9970
9980
9990
10000
10010
10020
10030
10040
10050
10060
10070
10080
10090
10100
10110
10120
10130
10140
10150
10160
10170
10180
10190
10200
10210
10220
10230
10240
10250
10260
10270
10280
10290
10300
10310
10325
10330
L=509.064m
10020.200
R=3000.000m
TCS-VIA TCS-II
L=406.827m
Straight
TCS-VIA
906.000
906.330
906.660
906.990
907.320
907.650
907.980
908.310
908.640
908.970
909.300
909.630
909.960
910.290
910.620
910.950
911.280
911.610
911.940
912.264
912.571
912.860
913.131
913.384
913.619
913.837
914.037
914.219
914.383
914.530
914.659
914.769
914.863
914.944
915.025
915.106
915.187
915.268
915.349
915.375
G=3.300 G=0.809
L=181.862m L=73.138m
R=-5621.138m
L=140.000m
9930.000
10111.862
10251.862
10325.000
L=406.827m
Straight
905.614
905.255
904.784
905.255
906.792
908.235
909.378
910.451
910.752
910.784
910.955
911.203
912.151
912.694
913.201
913.719
913.912
914.261
915.309
915.513
915.550
915.015
914.579
914.451
914.891
915.433
915.946
916.395
916.694
916.824
916.979
917.271
917.449
917.498
917.595
917.681
918.133
917.888
917.947
918.224
918.407
10320
915.430
918.040
915.470
912.388
912.388
912.388
912.388
912.388
912.388
912.388
912.388
912.388
912.388
912.396
912.423
912.467
912.529
912.609
912.708
912.836
912.970
913.123
913.293
913.471
913.641
913.804
913.960
914.109
914.250
914.384
914.510
914.629
914.741
914.845
914.942
915.032
915.114
915.189
915.257
915.317
915.370
915.415
915.454
915.485
915.470
ELEV.=914.311m
PVI.
CH=10181.862m
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
W
W
W
W
W
W
W
W
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW PROW PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW PROW PROW PROW
PROW
B
C
:
1
0
+
0
2
0
EC
:
10+
529
M
A
T
C
H
L
IN
E
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
10/2
9+847
9+851
1x76+1x64 - ROB
1x76+1x64 - ROB
24
New 4-Lane
CURVE NO 9
R (m) 3000.000
Lc 509.064
Ls 0.0
V 100 Kmph
e (%)
D 9° 43' 20.7"
9
+
7
0
0
9
+
8
0
0
9
+
9
0
0
1
0
+
0
0
0
1
0
+
1
0
0
10
+2
00
10+
300
10+400
10+
500
N.C.
C
H
:
9
+
9
3
0
S
L
IP
R
O
A
D
S
T
A
R
T
C
H
:
9
+
9
3
0
S
L
IP
R
O
A
D
E
N
D
SLIP
ROAD
END
SLIP
ROAD
TAPER
STAR
T
CH
:
10+325
SLIP
ROAD
STAR
T
SLIP
ROAD
TAPER
END
CH
:
10+325
CH
:
10+4
75
SLIP
ROA
D
TAPE
R
END
CH
:
10+4
75
SLIP
ROA
D
TAPE
R
STAR
T
S
L
IP
R
O
A
D
E
N
D
S
E
R
V
IC
E
R
O
A
D
S
T
A
R
T
C
H
:
1
0
+
0
7
5
S
L
IP
R
O
A
D
S
T
A
R
T
S
E
R
V
IC
E
R
O
A
D
E
N
D
C
H
:
1
0
+
0
7
5
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/06
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=903.000m
THORAPALLI AGRAHARAM
NERALURU

10. 13100
13110
13120
13130
13140
13150
13160
13170
13180
13190
13200
13210
13220
13230
13240
13250
13260
13270
13280
13290
13300
13310
13320
13330
13340
13350
13360
13370
13380
13390
13400
13410
13420
13430
13440
13450
13460
13470
13480
13490
13500
13510
13520
13530
13540
13550
13560
13570
13580
13590
13600
13610
13620
13630
13640
13650
13660
13670
13680
TCS-VIA TCS-VII
L=2275.900m
Straight
911.711
911.818
911.925
912.031
912.138
912.244
912.351
912.457
912.564
912.663
912.708
912.691
912.612
912.472
912.271
912.007
911.690
911.365
911.040
910.715
910.390
910.065
909.740
909.415
909.090
908.765
908.440
908.114
907.789
907.464
907.139
906.814
906.489
906.164
905.839
905.514
905.205
904.973
904.827
904.766
904.790
904.900
905.079
905.265
905.451
905.637
905.823
906.009
906.196
906.382
906.568
906.754
906.940
907.126
907.312
907.498
907.684
907.870
908.056
G=1.065
G=-3.250
G=1.861
L=85.000m
L=199.000m
L=166.000m
R=-1621.964m
R=1173.880m
L=70.000m
L=60.000m
13100.000
13185.000
13255.000
13454.000
13514.000
13680.000
913.190
913.248
913.340
913.370
913.394
913.415
913.444
913.476
913.502
913.542
913.508
913.435
913.317
913.192
913.046
912.768
912.426
912.147
911.918
911.522
911.138
911.013
910.855
910.753
910.377
909.502
909.862
909.676
909.559
909.355
909.194
908.983
908.765
908.633
908.142
907.735
907.463
907.038
906.800
906.456
906.171
905.833
905.557
905.104
904.826
904.550
904.304
904.071
903.825
903.583
903.332
903.132
902.887
902.506
902.167
901.879
901.574
901.326
901.086
911.724
911.848
911.979
912.105
912.225
912.340
912.449
912.555
912.661
912.767
912.873
912.979
913.085
913.191
913.297
913.404
913.510
913.616
913.722
913.828
913.928
914.014
914.087
914.146
914.193
914.225
914.244
914.250
914.243
914.222
914.187
914.139
914.078
914.004
913.915
913.814
913.699
913.571
913.429
913.274
913.105
912.923
912.728
912.519
912.296
912.061
911.812
911.549
911.273
910.984
910.681
910.365
910.037
909.707
909.377
909.047
908.717
908.387
908.057
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
Box Culvert CH:13+440
VUP CH:13+483
ELEV.=912.990m
ELEV.=904.409m
PVI.
CH=13220.000m
PVI.
CH=13484.000m
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW PROW PROW PROW
BC:
13+939
MATCHLINE
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
14/1
13+450
13+440
1x4x3 - Box Culvert
1x4x3 - Box Culvert
-
NEW CONSTRUCTION
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
14/2
13+484
13+483
1x15x5.5+1x20x5.5+1x15x5.5 - VUP
1x15x5.5+1x20x5.5+1x15x5.5 - VUP
30
New 4-Lane
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
14/3
13+926
13+934
1x3x2.5 - Box Culvert
1x3x2.5 - Box Culvert
-
NEW CONSTRUCTION
13+000
13+100
13+200
13+300
13+400
13+500
13+600
13+700
13+800
13+900
CH
:
12+950
SLIP
ROAD
TAPER
START
CH
:
12+950
SLIP
ROAD
TAPER
END
SLIP
ROAD
TAPER
END
SLIP
ROAD
START
CH
:
13+100
SLIP
ROAD
TAPER
START
SLIP
ROAD
END
CH
:
13+100
SLIP
ROAD
END
SLIP
ROAD
TAPER
START
CH
:
13+680
SLIP
ROAD
START
SLIP
ROAD
TAPER
END
CH
:
13+680
CH
:
13+830
SLIP
ROAD
TAPER
END
CH
:
13+830
SLIP
ROAD
TAPER
START
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/07
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=900.000m
THORAPALLI AGRAHARAM
NERALURU

11. 15200
15210
15220
15230
15240
15250
15260
15270
15280
15290
15300
15310
15320
15330
15340
15350
15360
15370
15380
15390
15400
15410
15420
15430
15440
15450
15460
15470
15480
15490
15500
15510
15520
15530
15540
15550
15560
15570
15580
15590
15600
15610
15620
15630
15640
15650
15660
15670
15680
15690
15700
15710
15720
15730
15740
15750
15760
15770
15780
15790
15800
15810
15820
15830
15840
15850
15860
15870
15880
15890
15900
15910
15920
15930
15940
15950
15960
15970
15980
15990
16000
L=442.122m
L=79.531m
L=75.000m L=75.000m
15371.331
15813.454
15888.454
15967.985
R=800.000m
Straight
TCS-VIA TCS-VII TCS-III
L=1432.600m
R=2500.000m
892.800
892.846
892.892
892.938
892.984
893.030
893.076
893.122
893.168
893.214
893.260
893.306
893.352
893.398
893.444
893.490
893.536
893.582
893.628
893.674
893.720
893.766
893.812
893.858
893.904
893.950
893.996
894.042
894.088
894.134
894.180
894.226
894.272
894.318
894.364
894.410
894.456
894.502
894.548
894.594
894.640
894.686
894.732
894.778
894.824
894.879
894.947
895.030
895.126
895.236
895.359
895.497
895.648
895.812
895.991
896.180
896.370
896.560
896.750
896.940
897.130
897.321
897.511
897.701
897.891
898.081
898.271
898.461
898.651
898.841
899.030
899.199
899.345
899.466
899.564
899.637
899.687
899.712
899.713
899.691
899.646
G=0.460 G=1.901
G=-0.500
L=438.478m L=152.926m
L=38.986m
R=7285.708m
R=-4164.975m
L=105.000m
L=100.000m
15200.000
15638.478
15743.478
15896.404
15996.404
L=1432.600m
R=2500.000m
889.577
889.666
889.757
889.841
889.932
890.021
890.086
890.182
889.976
889.768
890.127
890.354
890.445
890.553
890.601
890.716
890.794
890.819
890.900
890.905
891.007
891.128
891.296
891.573
891.632
891.629
891.546
891.648
891.999
892.291
892.462
892.562
892.587
892.581
892.600
892.982
893.335
893.698
893.924
894.146
894.348
894.537
894.574
894.498
894.437
894.590
895.026
895.427
895.490
895.651
895.543
895.231
895.234
895.336
895.377
895.485
895.702
896.041
896.430
896.509
896.672
896.771
896.881
897.116
897.640
898.160
898.278
898.331
898.466
898.618
898.510
898.275
898.163
898.334
898.429
898.591
898.633
898.713
898.783
898.812
899.109
892.801
892.995
893.193
893.395
893.601
893.812
894.026
894.244
894.467
894.693
894.924
895.158
895.397
895.640
895.887
896.138
896.393
896.652
896.915
897.182
897.454
897.729
898.009
898.292
898.580
898.871
899.167
899.467
899.767
900.067
900.358
900.636
900.901
901.152
901.390
901.615
901.826
902.025
902.210
902.381
902.539
902.684
902.816
902.934
903.040
903.131
903.210
903.275
903.327
903.365
903.391
903.403
903.401
903.387
903.359
903.317
903.263
903.195
903.114
903.019
902.911
902.790
902.656
902.508
902.347
902.173
901.985
901.765
901.503
901.238
901.000
900.762
900.544
900.349
900.178
900.030
899.924
899.832
899.800
899.791
899.741
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
VUP CH:15+691
Box Culvert CH:15+725
ELEV.=895.058m
ELEV.=899.914m
PVI.
CH=15690.978m
PVI.
CH=15946.404m
T
T
TF
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW
PROW
PROW
EC:
15+371
BS:
15+813
BC:
15+8
88
E
C
:
1
5
+
9
6
8
E
S
:
1
6
+
0
4
3
B
S
:
1
6
+
0
9
6
M
A
T
C
H
L
I
N
E
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
16/1
15+150
15+151
1x4x3 - Box Culvert
1x4x3 - Box Culvert
-
NEW CONSTRUCTION
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
16/2
15+700
15+691
1x30x5.5 - VUP
1x30x5.5 - VUP
-
New 4-Lane
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
16/3
15+725
15+725
1x2x2 - Box Culvert
1x2x2 - Box Culvert
-
NEW CONSTRUCTION
CURVE NO 12
R (m)
800.000
Lc
79.531
Ls
75.0
V
100 Kmph
e (%)
D
11° 4' 3.0"
1
5
+
1
0
0
1
5
+
2
0
0
15+
300
15+400
15+500
15+600
15+700
15+800
15
+9
00
1
6
+
0
0
0
1
6
+
1
0
0
5.0
C
H
:
1
5
+
0
5
0
S
L
IP
R
O
A
D
T
A
P
E
R
S
T
A
R
T
C
H
:
1
5
+
0
5
0
S
L
IP
R
O
A
D
T
A
P
E
R
E
N
D
SL
IP
RO
AD
TA
PE
R
EN
D
SL
IP
RO
AD
ST
AR
T
CH
:
15
+2
00
SL
IP
RO
AD
TA
PE
R
ST
AR
T
SL
IP
RO
AD
EN
D
CH
:
15
+2
00
S
L
IP
R
O
A
D
E
N
D
S
E
R
V
IC
E
R
O
A
D
S
T
A
R
T
C
H
:
1
5
+
9
5
0
S
L
IP
R
O
A
D
S
T
A
R
T
S
E
R
V
IC
E
R
O
A
D
E
N
D
C
H
:
1
5
+
9
5
0
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/08
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=889.000m
THORAPALLI AGRAHARAM
NERALURU

12. PROW
PROW
PROW
PROW PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW
PROW
PROW
PROW
PROW
PROW
ES
:
16
+0
43
BS
:
16
+0
96
BC:
16+
146
EC
:
16
+2
79
ES
:
16
+3
29
BS
:
16
+6
38
BC:
16+733
EC
:
16+
753
E
S
:
1
6
+
8
4
8
B
S
:
1
6
+
8
9
4
BC:
17+014
MA
TC
HL
IN
E
MATCHLINE
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
17/1
16+480
16+479
1x2x2 - Box Culvert
1x2x2 - Box Culvert
-
RECONSTRUCTION
CURVE NO
13
R (m) -1200.000
Lc 132.783
Ls 50.0
V 100 Kmph
e (%)
D 8° 43' 38.1"
CURVE NO 14
R (m) 500.000
Lc 19.993
Ls 95.0
V 100 Kmph
e (%)
D 13° 10' 37.9"
16
+0
00
16
+1
00
16+200
1
6
+
3
0
0
1
6
+
4
0
0
1
6
+
5
0
0
1
6
+
6
0
0
16
+7
00
1
6
+
8
0
0
1
6
+
9
0
0
17+0
00
5.0
3.70
16000
16010
16020
16030
16040
16050
16060
16070
16080
16090
16100
16110
16120
16130
16140
16150
16160
16170
16180
16190
16200
16210
16220
16230
16240
16250
16260
16270
16280
16290
16300
16310
16320
16330
16340
16350
16360
16370
16380
16390
16400
16410
16420
16430
16440
16450
16460
16470
16480
16490
16500
16510
16520
16530
16540
16550
16560
16570
16580
16590
16600
16610
16620
16630
16640
16650
16660
16670
16680
16690
16700
16710
16720
16730
16740
16750
16760
16770
16780
16790
16800
16810
16820
16830
16840
16850
16860
16870
16880
16890
16900
16910
16920
16930
16940
16950
16960
16970
16980
16990
17000
L=53.272m L=308.854m L=45.656m
L=132.783m
L=19.993m
L=75.000m
L=50.000m L=50.000m
L=95.000m
L=95.000m
L=120.000m
16042.985
16096.257
16146.257
16279.040
16329.040
16637.894
16732.894
16752.887
16847.887
16893.543
R=-1200.000m
R=500.000m
Straight Straight Straight
TCS-IV TCS-V
TCS-III TCS-IV
899.646
899.596
899.546
899.496
899.445
899.388
899.324
899.253
899.174
899.088
898.995
898.895
898.788
898.674
898.552
898.423
898.287
898.144
897.994
897.843
897.693
897.542
897.391
897.240
897.090
896.941
896.804
896.682
896.574
896.481
896.402
896.337
896.286
896.250
896.229
896.221
896.228
896.249
896.285
896.335
896.399
896.478
896.571
896.678
896.800
896.936
897.086
897.251
897.430
897.622
897.815
898.009
898.202
898.396
898.588
898.774
898.953
899.124
899.288
899.445
899.594
899.736
899.870
899.997
900.117
900.229
900.334
900.431
900.521
900.604
900.679
900.747
900.807
900.860
900.906
900.944
900.975
900.999
901.015
901.023
901.025
901.019
901.005
900.984
900.956
900.921
900.878
900.827
900.769
900.704
900.631
900.551
900.464
900.369
900.267
900.158
900.041
899.922
899.813
899.728
899.668
G=-0.500 G=-1.507
G=1.935
G=-1.192
L=38.986m L=69.662m
L=50.018m
L=12.372m
R=-13897.278m
R=6972.759m
R=-13528.324m
L=140.000m
L=240.000m
L=423.000m
15996.404
16035.390
16175.390
16245.052
16485.052
16535.070
16958.070
16970.442
R=4215.264m
L=95.000m
899.109
899.038
899.133
899.226
899.319
899.173
899.112
899.012
899.065
898.824
898.727
898.880
898.875
898.501
898.119
898.054
898.032
897.926
897.803
897.699
897.643
897.549
897.645
897.609
897.546
897.377
897.487
897.706
897.464
897.267
897.591
897.516
897.600
897.897
898.041
898.184
898.295
898.167
897.932
898.223
897.551
897.505
897.590
897.603
897.688
897.537
897.577
897.447
898.153
898.755
898.972
899.190
898.285
898.141
898.589
898.798
899.053
899.407
899.664
899.796
899.967
900.255
900.484
900.503
900.402
900.819
901.183
901.235
901.325
901.320
901.460
901.544
902.142
902.289
902.242
902.304
902.290
901.782
901.543
901.122
901.572
902.177
901.318
901.168
900.910
900.586
900.009
899.228
899.033
898.915
898.764
898.259
897.685
896.780
896.460
896.190
895.903
895.612
895.402
895.231
895.379
899.741
899.691
899.641
899.591
899.540
899.483
899.419
899.375
899.377
899.363
899.342
899.314
899.279
899.246
899.196
899.112
898.976
898.833
898.683
898.532
898.382
898.231
898.080
897.929
897.779
897.630
897.493
897.371
897.254
897.089
896.938
896.801
896.669
896.561
896.468
896.388
896.323
896.344
896.380
896.430
896.494
896.573
896.666
896.773
896.895
897.031
897.181
897.346
897.525
897.717
897.910
898.104
898.297
898.491
898.683
898.869
899.048
899.219
899.383
899.540
899.689
899.831
899.965
900.092
900.212
900.324
900.429
900.526
900.616
900.681
900.702
900.725
900.740
900.748
900.776
900.814
900.881
900.950
901.011
901.073
901.120
901.114
901.100
901.079
901.078
901.079
901.072
901.057
901.035
901.015
900.978
900.934
900.883
900.824
900.758
900.694
900.613
900.530
900.457
900.408
900.384
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
Box Culvert CH:16+479
ELEV.=899.119m
ELEV.=895.205m
ELEV.=902.585m
PVI.
CH=16105.390m
PVI.
CH=16365.052m
PVI.
CH=16746.570m
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/09
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=894.000m
THORAPALLI AGRAHARAM
NERALURU

13. TF
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW
BC
:
17
+0
14
EC:
17+0
61
E
S
:
1
7
+
1
8
1
B
S
:
1
7
+
2
8
6
B
C
:
1
7
+
3
6
1
EC
:
17
+5
21
E
S
:
17
+
59
6
B
S
:
17
+
90
8
BC:
18+003
M
A
T
C
H
L
IN
E
MATC
HLINE
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
18/1
17+043
17+041
1x2x2 - Box Culvert
1x2x2 - Box Culvert
-
RECONSTRUCTION
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
18/2
17+935
17+931
1x2x2 - Box Culvert
1x2x2 - Box Culvert
-
RECONSTRUCTION
CURVE NO 15
R (m) -400.000
Lc 47.727
Ls 120.0
V 100 Kmph
e (%)
D 24° 1' 30.4"
CURVE NO 16
R (m) 800.000
Lc 160.331
Ls 75.0
V 100 Kmph
e (%)
D 16° 51' 15.6"
1
7
+
0
0
0
1
7
+
1
0
0
1
7
+
2
0
0
1
7
+
3
0
0
1
7
+
4
0
0
17
+5
00
1
7
+
6
0
0
1
7
+
7
0
0
1
7
+
8
0
0
1
7
+
9
0
0
18+0
00
5.0
S
E
R
V
IC
E
R
O
A
D
E
N
D
S
L
IP
R
O
A
D
S
T
A
R
T
C
H
:
1
7
+
8
2
5
S
E
R
V
IC
E
R
O
A
D
S
T
A
R
T
S
L
IP
R
O
A
D
E
N
D
C
H
:
1
7
+
8
2
5
5.0
17000
17010
17020
17030
17040
17050
17060
17070
17080
17090
17100
17110
17120
17130
17140
17150
17160
17170
17180
17190
17200
17210
17220
17230
17240
17250
17260
17270
17280
17290
17300
17310
17320
17330
17340
17350
17360
17370
17380
17390
17400
17410
17420
17430
17440
17450
17460
17470
17480
17490
17500
17510
17520
17530
17540
17550
17560
17570
17580
17590
17600
17610
17620
17630
17640
17650
17660
17670
17680
17690
17700
17710
17720
17730
17740
17750
17760
17770
17780
17790
17800
17810
17820
17830
17840
17850
17860
17870
17880
17890
17900
17910
17920
17930
17940
17950
17960
17970
17980
17990
18000
L=104.376m L=312.370m
L=47.727m
L=160.331m
L=120.000m
L=75.000m L=75.000m
L=95.000m
17013.543
17061.269
17181.269
17285.646
17360.646
17520.976
17595.976
17908.346
18003.346
R=-400.000m
R=800.000m
Straight Straight
TCS-IV TCS-III TCS-IV TCS-VIA
899.668
899.630
899.617
899.627
899.661
899.719
899.800
899.903
900.009
900.110
900.204
900.290
900.369
900.441
900.506
900.563
900.612
900.654
900.689
900.717
900.737
900.750
900.755
900.753
900.743
900.727
900.702
900.671
900.632
900.586
900.532
900.471
900.402
900.326
900.243
900.153
900.055
899.949
899.837
899.716
899.589
899.459
899.329
899.199
899.069
898.939
898.809
898.679
898.549
898.419
898.289
898.159
898.029
897.899
897.769
897.639
897.509
897.379
897.249
897.119
896.989
896.859
896.729
896.599
896.469
896.339
896.209
896.079
895.949
895.819
895.689
895.559
895.429
895.299
895.169
895.039
894.909
894.779
894.649
894.519
894.389
894.259
894.129
893.999
893.869
893.739
893.609
893.479
893.349
893.219
893.101
893.006
892.935
892.887
892.862
892.861
892.883
892.928
892.997
893.078
893.158
G=1.062
G=-1.300
L=12.942m
L=491.543m
R=4215.264m
R=-13550.621m
R=4277.750m
L=95.000m
L=320.000m
L=90.050m
17065.442
17078.384
17398.384
17889.927
17979.976
R=4215.264m
L=95.000m
G=0.805
L=103.337m
895.379
895.613
896.173
896.607
894.921
894.980
895.149
895.334
895.540
896.100
897.185
897.069
897.221
897.407
897.617
897.811
897.953
898.098
898.418
899.335
899.168
899.365
899.541
899.651
899.767
899.894
899.929
899.873
899.767
899.563
899.287
899.006
898.912
898.939
898.923
898.727
898.506
898.167
897.923
897.599
897.904
898.278
897.951
897.195
896.773
896.543
896.313
896.109
896.009
895.189
894.027
894.085
893.923
893.413
893.422
893.534
893.866
894.228
893.840
893.352
893.693
893.498
894.158
894.217
894.316
894.387
894.230
894.355
894.131
893.871
893.834
893.793
893.860
893.804
893.509
893.488
893.359
893.262
892.917
893.415
893.450
893.427
893.495
893.392
893.273
893.340
893.335
893.466
893.249
893.051
893.058
892.983
892.801
892.924
892.986
892.921
892.854
892.866
893.408
893.071
900.384
900.391
900.387
900.397
900.431
900.489
900.570
900.637
900.707
900.772
900.830
900.880
900.923
900.950
900.979
901.000
901.013
901.019
901.018
901.001
900.985
900.962
900.931
900.893
900.847
900.822
900.797
900.766
900.727
900.681
900.627
900.566
900.497
900.376
900.239
900.086
899.925
899.819
899.707
899.586
899.459
899.329
899.199
899.069
898.939
898.809
898.679
898.549
898.419
898.289
898.159
898.029
897.899
897.823
897.756
897.680
897.604
897.474
897.344
897.214
897.084
896.954
896.824
896.694
896.564
896.434
896.304
896.174
896.044
895.914
895.784
895.654
895.524
895.394
895.264
895.134
895.004
894.874
894.744
894.614
894.484
894.354
894.233
894.120
894.009
893.907
893.806
893.704
893.593
893.493
893.408
893.338
893.302
893.288
893.298
893.321
893.377
893.457
893.560
893.671
893.792
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
Box Culvert CH:17+041
Box Culvert CH:17+931
ELEV.=899.350m
ELEV.=901.690m
ELEV.=892.635m
PVI.
CH=17017.942m
PVI.
CH=17238.384m
PVI.
CH=17934.951m
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/10
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=889.000m
THORAPALLI AGRAHARAM
NERALURU

14. TF
PRO
W
PRO
W
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW
PROW
PROW
PROW
PRO
W
PRO
W
PRO
W
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PR
OW
PROW
PROW
PROW
B
S
:
1
7
+
9
0
8
B
C
:
1
8
+
0
0
3
EC
:
18
+3
44
E
S
:
1
8
+
4
3
9
B
S
:
1
8
+
8
8
3
B
C
:
1
8
+
9
3
3
M
A
T
C
H
L
I
N
E
N
1x2x2
- Box
Culvert
1x2x2
- Box
Culvert
-
RECO
NSTRUCTIO
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
19/1
18+438
18+450
1x15x5.5+1x20x5.5+1x15x5.5 - VUP
1x15x5.5+1x20x5.5+1x15x5.5 - VUP
-
New 4-Lane
CURVE NO
17
R (m)
-500.000
Lc
341.135
Ls
95.0
V
100 Kmph
e (%)
D
49° 58' 38.4"
1
7
+
9
0
0
1
8
+
0
0
0
1
8
+
1
0
0
1
8
+
2
0
0
18+
300
1
8
+
4
0
0
1
8
+
5
0
0
1
8
+
6
0
0
1
8
+
7
0
0
1
8
+
8
0
0
1
8
+
9
0
0
5.0
S
L
IP
R
O
A
D
E
N
D
S
L
IP
R
O
A
D
T
A
P
E
R
S
T
A
R
T
C
H
:
1
8
+
7
8
0
S
L
IP
R
O
A
D
S
T
A
R
T
S
L
IP
R
O
A
D
T
A
P
E
R
E
N
D
C
H
:
1
8
+
7
8
0
C
H
:
1
8
+
9
3
0
S
L
IP
R
O
A
D
T
A
P
E
R
E
N
D
C
H
:
1
8
+
9
3
0
S
L
IP
R
O
A
D
T
A
P
E
R
S
T
A
R
T
18000
18010
18020
18030
18040
18050
18060
18070
18080
18090
18100
18110
18120
18130
18140
18150
18160
18170
18180
18190
18200
18210
18220
18230
18240
18250
18260
18270
18280
18290
18300
18310
18320
18330
18340
18350
18360
18370
18380
18390
18400
18410
18420
18430
18440
18450
18460
18470
18480
18490
18500
18510
18520
18530
18540
18550
18560
18570
18580
18590
18600
18610
18620
18630
18640
18650
18660
18670
18680
18690
18700
18710
18720
18730
18740
18750
18760
18770
18780
L=443.983m
L=341.135m
L=95.000m
18003.346
18344.481
18439.481
R=-500.000m
Straight
TCS-VII
TCS-VIA
893.158
893.239
893.319
893.400
893.480
893.561
893.641
893.722
893.802
893.878
893.931
893.960
893.966
893.948
893.907
893.842
893.754
893.642
893.507
893.348
893.165
892.959
892.730
892.492
892.255
892.017
891.780
891.542
891.305
891.068
890.830
890.593
890.355
890.118
889.880
889.643
889.406
889.168
888.931
888.693
888.456
888.218
887.981
887.743
887.506
887.269
887.040
886.846
886.689
886.568
886.484
886.436
886.415
886.396
886.378
886.359
886.340
886.321
886.302
886.283
886.264
886.246
886.227
886.208
886.189
886.170
886.151
886.132
886.114
886.095
886.076
886.057
886.038
886.019
886.000
885.982
885.963
885.944
885.925
G=0.805
G=-2.374 G=-0.189
L=103.337m
L=234.687m L=267.000m
R=-4245.978m
R=2744.916m
L=135.000m
L=60.000m
18083.313
18218.313
18453.000
18513.000
18780.000
893.071
893.022
893.032
893.041
893.085
893.130
893.170
893.594
893.242
893.294
893.346
893.380
893.451
893.467
893.479
893.517
893.349
893.213
893.126
893.032
892.897
892.765
892.388
891.838
890.433
889.852
889.856
889.240
888.320
888.426
888.693
888.279
888.156
888.034
887.894
887.784
887.970
888.268
888.399
888.413
888.224
888.384
888.592
889.055
889.245
889.015
888.664
889.674
890.186
889.668
890.300
890.281
890.553
891.424
891.173
890.796
890.335
890.040
889.807
889.568
889.312
888.993
888.644
888.286
887.867
887.443
886.975
886.375
885.578
884.918
884.397
883.938
883.173
882.396
881.583
881.239
880.807
880.565
880.185
893.792
893.893
893.985
894.077
894.169
894.261
894.353
894.445
894.537
894.629
894.721
894.813
894.906
894.998
895.090
895.182
895.274
895.366
895.458
895.550
895.642
895.734
895.826
895.918
896.011
896.103
896.195
896.287
896.378
896.460
896.528
896.583
896.625
896.653
896.667
896.649
896.618
896.565
896.497
896.426
896.332
896.224
896.103
895.978
895.830
895.669
895.494
895.315
895.114
894.899
894.671
894.439
894.184
893.916
893.662
893.396
893.116
892.822
892.515
892.195
891.865
891.535
891.205
890.875
890.545
890.215
889.885
889.555
889.225
888.895
888.565
888.235
887.905
887.575
887.245
886.915
886.585
886.255
885.925
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
ELEV.=894.372m
ELEV.=886.485m
PVI.
CH=18150.813m
PVI.
CH=18483.000m
VUP CH:18+450
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/11
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=879.000m
THORAPALLI AGRAHARAM
NERALURU

15. CH-153-600
CH-153-700
CH-153-500
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW PROW
PROW PROW PROW PROW PROW PROW PROW PROW PROW PROW
PROW
MATCHLINE
TEMPLE
N
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
20/2
19+701
19+700
1x15+1x45.44+1x15 - ROB
1x15+1x45.44+1x15 - ROB
16
New 4-Lane
19+500
19+600
19+700
19+800
19+900
20+000
SLIP
ROAD
TAPER
END
SLIP
ROAD
START
CH
:
19+720
SLIP
ROAD
TAPER
START
SLIP
ROAD
END
CH
:
19+720
CH
:
19+950
SLIP
ROAD
END
CH
:
19+950
SLIP
ROAD
START
19720
19730
19740
19750
19760
19770
19780
19790
19800
19810
19820
19830
19840
19850
19860
19870
19880
19890
19900
19910
19920
19930
19940
19950
TCS-VIII
864.528
864.198
863.868
863.538
863.208
862.878
862.548
862.218
861.888
861.558
861.228
860.898
860.568
860.238
859.908
859.578
859.248
858.918
858.588
858.258
857.928
857.598
857.268
856.938
G=-3.300
L=230.000m
19720.000
19950.000
L=1499.521m
Straight
864.644
864.330
864.168
864.011
863.694
863.262
863.239
863.324
862.758
861.887
861.799
861.485
860.877
860.373
859.877
859.428
858.999
858.726
857.882
857.612
857.535
857.208
856.734
856.283
872.207
872.207
872.207
872.202
872.184
872.152
872.107
872.049
871.977
871.891
871.792
871.680
871.554
871.414
871.261
871.095
870.915
870.722
870.515
870.295
870.061
869.814
869.553
869.279
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/12
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=855.000m
THORAPALLI AGRAHARAM
NERALURU

16. TF
PROW
PROW
PROW
PROW
PROW PROW PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW
PROW PROW PROW
PROW PROW
PROW
CA CHAINAGE
CA PROP. SPAN (M):
DESIGN CH:
DES. PROP. SPAN (M):
CD NO:
SKEW
PROPOSAL
22/1
21+400
21+408
1x7.0x4.0 - SVUP
1x7.0x4.0 - SVUP
-
New 4-Lane
CURVE NO
19
R (m)
1200.000
Lc
961.768
Ls
50.0
V
100 Kmph
e (%)
D
48° 18' 30.0"
2
1
+
2
0
0
2
1
+
3
0
0
21+400
2
1
+
5
0
0
2
1
+
6
0
0
3.70
C
H
:
2
1
+
2
7
0
CH
:
21+420
21290
21300
21310
21320
21330
21340
21350
21360
21370
21380
21390
21400
21410
TCS-VI
844.744
843.767
842.790
841.814
840.837
839.860
838.883
837.906
836.929
835.953
834.976
833.999
834.078
G=-9.768
L=110.000m
21290.000
21400.000
L=961.768m
R=1200.000m
844.495
843.356
842.168
840.963
839.914
839.470
838.827
838.142
837.805
837.041
836.459
836.171
836.083
841.214
841.036
840.851
840.659
840.460
840.253
840.038
839.817
839.588
839.352
839.109
838.865
838.621
TCS TYPE
PROPOSED CHAINAGE
HORIZONTAL ALIGNMENT
FINISHED ROAD LEVEL
VERTICAL ALIGNMENT
@ RSR INNER EDGE
RIGHT MAIN CARRIAGEWAY
EDGE LEVELS
GROUND LEVELS
@ RSR INNER EDGE
SVUP CH:21+408
OGL AT RSR INNER EDGE
RMCW EDGE LEVEL
FRL AT RSR INNER EDGE
CONSULTING ENGINEERS PVT LTD
# MIG 192 & 193, Flat No. 301, 3rd Floor,
Krishna Apartments, Road No.1, KPHB Colony,
Kukatpally, Hyderabad, Telangana-500072.
PVR CONSULTING ENGINEERS PVT. LTD.
FOUR LANING OF NERALURU–THORAPALLI AGRAHARAM SECTION OF NH-844
NATIONAL HIGHWAYS
AUTHORITY OF INDIA
FROM KM 0+000 TO KM 23+350 (DESIGN CHAINAGE) UNDER BHARATMALA
PARIYOJANA, PHASE I (NATIONAL CORRIDOR) ON HYBRID ANNUITY MODE
IN THE STATES OF KARNATAKA & TAMIL NADU.
SCC House, Opp. Nirma University,
Infrastructure Private Limited
PRIVATE LIMITED, AHMEDABAD
NERALURU THORAPALLI ROADWAYS scc
S.G. Highway, Chharodi, Ahmedabad.
R0
NH844/RSR/P&P/13
22-11-2022
0 FIRST SUBMISSION 22.11.2022
VERTICAL 1:200
HORIZONTAL 1:2000
DATUM=833.000m
THORAPALLI AGRAHARAM
NERALURU