Modified_ScheduleABCD.pdf

Schedule - A
Construction of 4-lane green field highway from Km 35.000 to Km 49.155 (Autarpur to Singraur Uparhar) of NH-
731A with paved shoulders in the state of Uttar Pradesh on Hybrid Annuity Mode (Package – II)
1
SCHEDULE-A
(See Clause 10.1)
Site of the PROJECT
1 THE SITE
1.1 Site of the Project Highway shall include the land, buildings, structures and road works as
described in Annex-I of this Schedule-A.
1.2 An inventory of the Site including the land, buildings, structures, road works, trees and any other
immovable property on, or attach to, the Site shall be prepared jointly by the Authority
Representative and the Concessionaire, and such inventory shall form part of the memorandum
referred to in Clause 10.3.1 of the Agreement.
1.3 Additional land required for Toll Plazas, Bus Bays/Shelter, Traffic Aid Posts, Medical Aid Posts and
vehicle rescue posts or for construction of works specified in the Change of Scope Order issued
under Clause 16.2.3 of this Agreement shall be acquired in accordance with the provisions of
Clause 10.3.6 of this Agreement. Upon acquisition, such land shall form part of the Site and vest
in the Authority.

Schedule - A
2
Annex – I
(Schedule-A)
Site for Four Laning
1 Site
The proposed Greenfield alignment commencing from Autarpur Village at km 35.000 in
Pratapgarh District in the State of Uttar Pradesh and ends near Singraur Uparhar Village of
Prayagraj District section NH-731A in the State of Uttar Pradesh at km 49.155.
The start and end chainage coordinates of the package are given below:
Sr. No Easting Northing Remarks
1 562654.556 E 2843498.4942 N Start of Project Road
2 564048.9068 E 2830892.3342 N End of Project Road
The land, carriageway and structures comprising the Site are described below.
The Index Map / location plan of the project highway is given at Appendix A-I of
Schedule-A.
2 Land
The site of the project highway comprises the land (existing right of way) as described below:
Sr. No
Proposed Chainage (km)
Right of Way(m) Remarks
From To
1 35.000 49.155 NIL Greenfield Alignment
3 Carriageway
This Project envisages construction of a 4-lane green field highway with paved shoulder.
4 Major Bridges-
The site includes the following major bridges:
Sr.
No
Existing
Chainage
(km)
Type of Structure No. of Spans
with span
length (m)
Width
(m)
Foundation
Sub-
structure
Super-
structure
NIL
5 Road over-bridges (ROB)/ Road under-bridges (RUB)
The site includes the following ROB (road over railway line)/RUB (road under railway line):
Sr.
No
Existing
Chainage
(km)
Type of Structure No. of Spans
with span
length (m)
Width
(m)
Foundation
Sub-
structure
Super-
structure
NIL
Railway Line / Level Crossings
The Site includes the following Railway Line / Level Crossing:

Schedule - A
3
Sr. No Location (Chainage, km) Remarks
1 43.560 Railway Crossing
6 Grade Separators
The site includes the following Grade Separators:
Sr. No
Existing
Chainage (km)
Type of Structure No. of Spans with span
length (m)
Width(m)
Foundation Superstructure
NIL
7 Minor Bridges
The Site includes the following Minor Bridges:
Sr.
No
Existing
Chainage
(km)
Type of Structure
No. of Spans with
span length (m)
Width
(m)
Foundation
Sub-
structure
Super-
structure
NIL
8 Cross Drainage Structures / Culverts - NIL
The Site includes the following culverts:
Sr.
No
Existing Chainage
(km)
Type of
Culvert
Span/Opening with
span length (m)
Formation Width
(m)
NIL
9 Total Number of Structures
The total number of structures on the site is indicated below:
(a) No. of Major Bridges –NIL
(b) No. of Railway Over Bridges –NIL
(c) No. of Grade Separators –NIL
(d) No. of Minor Bridges –NIL
(e) No. of Culverts – NIL
10 Bus Shelters and Truck lay-byes
10.1 Bus Shelters
The location of existing bus shelters are given below:
Sr. No
Existing Chainage
(km)
Length(m)
Left Hand
Side
Right Hand
Side
NIL
10.2 Truck Lay-byes
The location of existing truck lay byes are given below:
Sr. No Existing Chainage (km) Length(m)
Left Hand
Side
Right Hand
Side
NIL

Schedule - A
4
11 Cross Roads
The details of crossroads are as follows:
Major Cross Road:
Sr. No
Location At
grade
Separated
Category of Cross Road
From km to km NH SH MDR Others
1 47.290
NH-24B/New
NH30
2 48.685
NH-2/New
NH 19
Minor Cross Road:
Sr. No Chainage (Km) Junction Cross Road
1 36+230 + BT
2 37+570 + BT
3 42+070 + BT
4 42+740 + BT
5 44+045 + BT
6 49+125 + BT
12 Permanent Bridge, Bye Pass or Tunnel costing Rs. 50 crore or more
The project is a green field project hence there is no existing structures. The new structures shall
be constructed as per Schedules.

Schedule - A
Construction of 4-lane green field highway from Km 35.000 to Km 49.155 (Autarpur to Singraur Uparhar) of NH-731A with paved shoulders in the state of Uttar Pradesh on Hybrid
Annuity Mode (Package – II)
5
13 Details of Existing Utilities
(i) Electrical utilities
The site includes the following electrical utilities: -
Design Chainage (Km)
11KV electrical poles
in nos.
Light Poles in Nos.
132 KV HT
Electric Line
Crossing the
Road
220 KV HT
Electric Line
Crossing the
Road
400 KV HT
Electric Line
Crossing
the Road
800 KV HT
Electric Line
Crossing the
Road
Transformer in nos.
From To LHS RHS LHS RHS LHS RHS
Total 8 14 0 1 1 0 0 0 0 0
35+000 35+500 - - - - - -
35+500 36+000 - - - - - -
36+000 36+500 - - - - - -
36+500 37+000 - - - - - -
37+000 37+500 - - - - - -
37+500 38+000 - - - - - -
38+000 38+500 - - - - - -
38+500 39+000 - - - - - -
39+000 39+500 - - - - - -
39+500 40+000 1 1 - - - -
40+000 40+500 - 1 - - 1 - -
40+500 41+000 - - - - - -
41+000 41+500 - - - - - -
41+500 42+000 - - - - - -
42+000 42+500 - - - - - -
42+500 43+000 - - - - - -
43+000 43+500 - - - - - -
43+500 44+000 1 - - - - -
44+000 44+500 - - - - - -
44+500 45+000 - - - - - -
45+000 45+500 - - - - - -
45+500 46+000 - - - - - -

Schedule - A
6
11KV electrical poles
in nos.
Light Poles in Nos.
132 KV HT
Electric Line
Crossing the
Road
220 KV HT
Electric Line
Crossing the
Road
400 KV HT
Electric Line
Crossing
the Road
800 KV HT
Electric Line
Crossing the
Road
Transformer in nos.
From To LHS RHS LHS RHS LHS RHS
Total 8 14 0 1 1 0 0 0 0 0
46+000 46+500 - - - - - -
46+500 47+000 - 2 1 - -
47+000 47+500 2 2 - - - -
47+500 48+000 1 3 - - - -
48+000 48+500 - - - - - -
48+500 49+000 3 5 - - - -
49+000 49+155 - - - - - -
(ii) Public Health utilities (Water/Sewage Pipelines) *
The site includes the following Public Health utilities: -
Bore Well with Pump
(Nos.)
Tube well/Handpump
(Nos.)
Water Pipe
Line (Nos.)
Well (Nos.)
Water Tank/Over Head
Tank (Nos.)
From To LHS RHS LHS RHS LHS RHS LHS RHS
Total 0 0 0 0 0 0 0 0 0
35+000 35+500 - - - - - - - - -
35+500 36+000 - - - - - - - - -
36+000 36+500 - - - - - - - - -
36+500 37+000 - - - - - - - - -
37+000 37+500 - - - - - - - - -
37+500 38+000 - - - - - - - - -
38+000 38+500 - - - - - - - - -
38+500 39+000 - - - - - - - - -
39+000 39+500 - - - - - - - - -
39+500 40+000 - - - - - - - - -
40+000 40+500 - - - - - - - - -

Schedule - A
7
Bore Well with Pump
(Nos.)
Tube well/Handpump
(Nos.)
Water Pipe
Line (Nos.)
Well (Nos.)
Water Tank/Over Head
Tank (Nos.)
From To LHS RHS LHS RHS LHS RHS LHS RHS
Total 0 0 0 0 0 0 0 0 0
40+500 41+000 - - - - - - - - -
41+000 41+500 - - - - - - - - -
41+500 42+000 - - - - - - - - -
42+000 42+500 - - - - - - - - -
42+500 43+000 - - - - - - - - -
43+000 43+500 - - - - - - - - -
43+500 44+000 - - - - - - - - -
44+000 44+500 - - - - - - - - -
44+500 45+000 - - - - - - - - -
45+000 45+500 - - - - - - - - -
45+500 46+000 - - - - - - - - -
46+000 46+500 - - - - - - - - -
46+500 47+000 - - - - - - - - -
47+000 47+500 - - - - - - - - -
47+500 48+000 - - - - - - - - -
48+000 48+500 - - - - - - - - -
48+500 49+000 - - - - - - - - -
49+000 49+155 - - - - - - - - -

Schedule - A
8
Appendix A-I
(Schedule-A)
INDEX MAP / LOCATION MAP OF PROJECT HIGHWAY

Schedule - A
Construction of 4-lane green field highway from Km 35.000 to Km 49.155 (Autarpur to Singraur Uparhar) of
NH-731A with paved shoulders in the state of Uttar Pradesh on Hybrid Annuity Mode (Package – II)
9
Appendix A-II
(Schedule-A)
PROJECT CENTER LINE COORDINATES
The proposed Greenfield alignment commencing from Autarpur Village at km 35.000 in Pratapgarh
District in the State of Uttar Pradesh and ends near Singraur Uparhar village of Prayagraj District section
NH-731A in the State of Uttar Pradesh at km 49.155.
Coordinate System - Universal Transverse Mercator (UTM)-WGS84 (Zone 44R)
Sr. No
Design
Chainage
(km)
Easting Northing
1 35000 562654.6 2843498
2 35020 562639.7 2843485
3 35040 562625 2843472
4 35060 562610.5 2843458
5 35080 562596.7 2843443
6 35100 562583.5 2843428
7 35120 562571.2 2843413
8 35140 562559.8 2843396
9 35160 562549.3 2843379
10 35180 562539.8 2843361
11 35200 562531.3 2843343
12 35220 562523.7 2843325
13 35240 562517.3 2843306
14 35260 562511.9 2843287
15 35280 562507.5 2843267
16 35300 562504.3 2843247
17 35320 562502.1 2843228
18 35340 562500.8 2843208
19 35360 562500.1 2843188
20 35380 562499.7 2843168
21 35400 562499.4 2843148
22 35420 562499.1 2843128
23 35440 562498.8 2843108
24 35460 562498.5 2843088
25 35480 562498.2 2843068
26 35500 562497.8 2843048
27 35520 562497.5 2843028
28 35540 562497.2 2843008
29 35560 562496.9 2842988
30 35580 562496.6 2842968
31 35600 562496.2 2842948
32 35620 562495.9 2842928
Sr. No
Design
Chainage
(km)
Easting Northing
33 35640 562495.6 2842908
34 35660 562495.3 2842888
35 35680 562495 2842868
36 35700 562494.7 2842848
37 35720 562494.3 2842828
38 35740 562494 2842808
39 35760 562493.7 2842788
40 35780 562493.4 2842768
41 35800 562493.1 2842748
42 35820 562492.7 2842728
43 35840 562492.4 2842708
44 35860 562492.1 2842688
45 35880 562491.8 2842668
46 35900 562491.5 2842648
47 35920 562491.1 2842628
48 35940 562490.8 2842608
49 35960 562490.5 2842588
50 35980 562490.2 2842568
51 36000 562489.9 2842548
52 36020 562489.6 2842528
53 36060 562488.9 2842488
54 36080 562488.6 2842468
55 36100 562488.3 2842448
56 36120 562488 2842428
57 36140 562487.7 2842408
58 36160 562487.7 2842388
59 36180 562488.1 2842368
60 36200 562489 2842348
61 36220 562490.6 2842328
62 36240 562492.8 2842308
63 36260 562495.7 2842288
64 36280 562499.3 2842268

Schedule - A
10
Sr. No
Design
Chainage
(km)
Easting Northing
65 36300 562503.5 2842249
66 36320 562508.3 2842229
67 36340 562513.4 2842210
68 36360 562518.8 2842191
69 36380 562524.2 2842172
70 36400 562529.7 2842152
71 36420 562535.1 2842133
72 36440 562540.6 2842114
73 36460 562546 2842095
74 36480 562551.4 2842075
75 36500 562556.9 2842056
76 36520 562562.3 2842037
77 36540 562567.7 2842018
78 36560 562573.2 2841998
79 36580 562578.6 2841979
80 36600 562584.1 2841960
81 36620 562589.5 2841941
82 36640 562594.9 2841921
83 36660 562600.4 2841902
84 36680 562605.8 2841883
85 36700 562611.2 2841864
86 36720 562616.7 2841844
87 36740 562622.1 2841825
88 36760 562627.6 2841806
89 36780 562633 2841787
90 36800 562638.4 2841767
91 36820 562643.9 2841748
92 36840 562649.3 2841729
93 36860 562654.8 2841710
94 36880 562660.2 2841690
95 36900 562665.6 2841671
96 36920 562671.1 2841652
97 36940 562676.5 2841633
98 36960 562681.9 2841613
99 36980 562687.4 2841594
100 37000 562692.8 2841575
101 37020 562698.3 2841556
102 37040 562703.7 2841536
103 37060 562709.1 2841517
104 37080 562714.6 2841498
Sr. No
Design
Chainage
(km)
Easting Northing
105 37100 562720 2841479
106 37120 562725.4 2841460
107 37140 562730.9 2841440
108 37160 562736.3 2841421
109 37180 562741.8 2841402
110 37200 562747.2 2841383
111 37220 562752.6 2841363
112 37240 562758.1 2841344
113 37260 562763.5 2841325
114 37280 562769 2841306
115 37300 562774.4 2841286
116 37320 562779.8 2841267
117 37340 562785.3 2841248
118 37360 562790.6 2841229
119 37380 562795.6 2841209
120 37400 562800.1 2841190
121 37420 562804.1 2841170
122 37440 562807.4 2841150
123 37460 562810 2841131
124 37480 562812 2841111
125 37500 562813.4 2841091
126 37520 562814.2 2841071
127 37540 562814.8 2841051
128 37560 562815.1 2841031
129 37580 562815.5 2841011
130 37600 562815.9 2840991
131 37620 562816.2 2840971
132 37640 562816.6 2840951
133 37660 562816.9 2840931
134 37680 562817.3 2840911
135 37700 562817.7 2840891
136 37720 562818 2840871
137 37740 562818.4 2840851
138 37760 562818.7 2840831
139 37780 562819.1 2840811
140 37800 562819.5 2840791
141 37820 562819.8 2840771
142 37840 562820.2 2840751
143 37860 562820.5 2840731
144 37880 562820.9 2840711

Schedule - A
11
Sr. No
Design
Chainage
(km)
Easting Northing
145 37900 562821.2 2840691
146 37920 562821.6 2840671
147 37940 562822 2840651
148 37960 562822.3 2840631
149 37980 562822.7 2840611
150 38000 562823 2840591
151 38020 562823.4 2840571
152 38040 562823.8 2840551
153 38060 562824.1 2840531
154 38080 562824.5 2840511
155 38100 562824.8 2840491
156 38120 562825.2 2840471
157 38140 562825.6 2840451
158 38160 562825.9 2840431
159 38180 562826.3 2840411
160 38200 562826.6 2840391
161 38220 562827 2840371
162 38240 562827.4 2840351
163 38260 562827.7 2840331
164 38280 562828.1 2840311
165 38300 562828.4 2840291
166 38320 562828.8 2840271
167 38340 562829.1 2840251
168 38360 562829.5 2840231
169 38380 562829.9 2840211
170 38400 562830.2 2840191
171 38420 562830.6 2840171
172 38440 562830.9 2840151
173 38460 562831.3 2840131
174 38480 562831.7 2840111
175 38500 562832 2840091
176 38520 562832.4 2840071
177 38540 562832.7 2840051
178 38560 562833.1 2840031
179 38580 562833.5 2840011
180 38600 562833.8 2839991
181 38620 562834.2 2839971
182 38640 562834.5 2839951
183 38660 562834.9 2839931
184 38680 562835.3 2839911
Sr. No
Design
Chainage
(km)
Easting Northing
185 38700 562835.6 2839891
186 38720 562836 2839871
187 38740 562836.3 2839851
188 38760 562836.7 2839831
189 38780 562837 2839811
190 38800 562837.4 2839791
191 38820 562837.8 2839771
192 38840 562838.1 2839751
193 38860 562838.5 2839731
194 38880 562838.8 2839711
195 38900 562839.2 2839691
196 38920 562839.6 2839671
197 38940 562839.9 2839651
198 38960 562840.3 2839631
199 38980 562840.6 2839611
200 39000 562841 2839591
201 39020 562841.4 2839571
202 39040 562841.7 2839551
203 39060 562842.1 2839531
204 39080 562842.4 2839511
205 39100 562842.8 2839491
206 39120 562843.1 2839471
207 39140 562843.5 2839451
208 39160 562843.9 2839431
209 39180 562844.3 2839411
210 39200 562844.8 2839391
211 39220 562845.8 2839371
212 39240 562847.2 2839351
213 39260 562849.3 2839331
214 39280 562852.1 2839311
215 39300 562855.5 2839292
216 39320 562859.5 2839272
217 39340 562864.2 2839253
218 39360 562869.5 2839233
219 39380 562875.3 2839214
220 39400 562881.4 2839195
221 39420 562887.6 2839176
222 39440 562893.8 2839157
223 39460 562900 2839138
224 39480 562906.2 2839119

Schedule - A
12
Sr. No
Design
Chainage
(km)
Easting Northing
225 39500 562912.4 2839100
226 39520 562918.6 2839081
227 39540 562924.8 2839062
228 39560 562931 2839043
229 39580 562937.2 2839024
230 39600 562943.4 2839005
231 39620 562949.6 2838986
232 39640 562955.8 2838967
233 39660 562962 2838948
234 39680 562968.2 2838929
235 39700 562974.4 2838910
236 39720 562980.6 2838891
237 39740 562986.8 2838872
238 39760 562993 2838853
239 39780 562999.2 2838834
240 39800 563005.4 2838815
241 39820 563011.6 2838796
242 39840 563017.8 2838777
243 39860 563024 2838758
244 39880 563030.2 2838739
245 39900 563036.6 2838720
246 39920 563043.2 2838701
247 39940 563050.3 2838682
248 39960 563057.9 2838664
249 39980 563066.2 2838646
250 40000 563075.1 2838628
251 40020 563084.5 2838610
252 40040 563094.6 2838593
253 40060 563105.2 2838576
254 40080 563116.4 2838559
255 40100 563128.1 2838543
256 40120 563140.3 2838527
257 40140 563153.1 2838512
258 40160 563166.4 2838497
259 40180 563180.1 2838482
260 40200 563194.4 2838468
261 40220 563209.1 2838455
262 40240 563224 2838441
263 40260 563239.2 2838428
264 40280 563254.4 2838415
Sr. No
Design
Chainage
(km)
Easting Northing
265 40300 563269.6 2838402
266 40320 563284.9 2838389
267 40340 563300.1 2838377
268 40360 563315.3 2838364
269 40380 563330.6 2838351
270 40400 563345.8 2838338
271 40420 563361 2838325
272 40440 563376.3 2838312
273 40460 563391.5 2838299
274 40480 563406.7 2838286
275 40500 563422 2838273
276 40520 563437.2 2838260
277 40540 563452.4 2838247
278 40560 563467.7 2838234
279 40580 563482.9 2838221
280 40600 563498.1 2838208
281 40620 563513.4 2838195
282 40640 563528.6 2838182
283 40660 563543.8 2838169
284 40680 563559.1 2838156
285 40700 563574.3 2838143
286 40720 563589.5 2838130
287 40740 563604.8 2838117
288 40760 563620 2838104
289 40780 563635.2 2838091
290 40800 563650.5 2838078
291 40820 563665.7 2838065
292 40840 563680.9 2838053
293 40860 563696.2 2838040
294 40880 563711.4 2838027
295 40900 563726.6 2838014
296 40920 563741.9 2838001
297 40940 563757.1 2837988
298 40960 563772.3 2837975
299 40980 563787.6 2837962
300 41000 563802.8 2837949
301 41020 563818 2837936
302 41040 563833.3 2837923
303 41060 563848.5 2837910
304 41080 563863.7 2837897

Schedule - A
13
Sr. No
Design
Chainage
(km)
Easting Northing
305 41100 563879 2837884
306 41120 563894.2 2837871
307 41140 563909.4 2837858
308 41160 563924.7 2837845
309 41180 563939.9 2837832
310 41200 563955.1 2837819
311 41220 563970.4 2837806
312 41240 563985.6 2837793
313 41260 564000.8 2837780
314 41280 564016.1 2837767
315 41300 564031.3 2837754
316 41320 564046.5 2837741
317 41340 564061.4 2837728
318 41360 564076.2 2837715
319 41380 564090.7 2837701
320 41400 564105.1 2837687
321 41420 564119.1 2837673
322 41440 564133 2837658
323 41460 564146.6 2837644
324 41480 564159.9 2837629
325 41500 564173 2837614
326 41520 564185.8 2837598
327 41540 564198.4 2837583
328 41560 564210.7 2837567
329 41580 564222.8 2837551
330 41600 564234.6 2837535
331 41620 564246.1 2837519
332 41640 564257.4 2837502
333 41660 564268.3 2837485
334 41680 564279 2837468
335 41700 564289.4 2837451
336 41720 564299.5 2837434
337 41740 564309.4 2837417
338 41760 564318.9 2837399
339 41780 564328.2 2837381
340 41800 564337.1 2837363
341 41820 564345.8 2837345
342 41840 564354.1 2837327
343 41860 564362.2 2837309
344 41880 564369.9 2837290
Sr. No
Design
Chainage
(km)
Easting Northing
345 41900 564377.3 2837272
346 41920 564384.4 2837253
347 41940 564391.2 2837234
348 41960 564397.7 2837215
349 41980 564403.9 2837196
350 42000 564409.8 2837177
351 42020 564415.3 2837158
352 42040 564420.5 2837139
353 42060 564425.4 2837119
354 42080 564430 2837100
355 42100 564434.2 2837080
356 42120 564438.1 2837061
357 42140 564441.7 2837041
358 42160 564445 2837021
359 42180 564447.9 2837002
360 42200 564450.5 2836982
361 42220 564452.8 2836962
362 42240 564454.8 2836942
363 42260 564456.4 2836922
364 42280 564457.6 2836902
365 42300 564458.6 2836882
366 42320 564459.2 2836862
367 42340 564459.5 2836842
368 42360 564459.4 2836822
369 42380 564459 2836802
370 42400 564458.3 2836782
371 42420 564457.3 2836762
372 42440 564455.9 2836742
373 42460 564454.1 2836722
374 42480 564452.1 2836702
375 42500 564449.7 2836683
376 42520 564447 2836663
377 42540 564444 2836643
378 42560 564440.6 2836623
379 42580 564437.1 2836604
380 42600 564433.5 2836584
381 42620 564429.9 2836564
382 42640 564426.3 2836545
383 42660 564422.7 2836525
384 42680 564419.1 2836505

Schedule - A
14
Sr. No
Design
Chainage
(km)
Easting Northing
385 42700 564415.6 2836486
386 42720 564412 2836466
387 42740 564408.4 2836446
388 42760 564404.8 2836426
389 42780 564401.2 2836407
390 42800 564397.6 2836387
391 42820 564394.1 2836367
392 42840 564390.5 2836348
393 42860 564386.9 2836328
394 42880 564383.3 2836308
395 42900 564379.7 2836289
396 42920 564376.1 2836269
397 42940 564372.6 2836249
398 42960 564369 2836230
399 42980 564365.4 2836210
400 43000 564361.8 2836190
401 43020 564358.2 2836171
402 43040 564354.6 2836151
403 43060 564351.1 2836131
404 43080 564347.5 2836112
405 43100 564343.9 2836092
406 43120 564340.3 2836072
407 43140 564336.7 2836053
408 43160 564333.1 2836033
409 43180 564329.6 2836013
410 43200 564326 2835994
411 43220 564322.4 2835974
412 43240 564318.8 2835954
413 43260 564315.2 2835935
414 43280 564311.6 2835915
415 43300 564308.1 2835895
416 43320 564304.5 2835876
417 43340 564300.9 2835856
418 43360 564297.3 2835836
419 43380 564293.7 2835817
420 43400 564290.1 2835797
421 43420 564286.6 2835777
422 43440 564283 2835757
423 43460 564279.4 2835738
424 43480 564275.8 2835718
Sr. No
Design
Chainage
(km)
Easting Northing
425 43500 564272.2 2835698
426 43520 564268.6 2835679
427 43540 564265.1 2835659
428 43560 564261.5 2835639
429 43580 564257.9 2835620
430 36060 562488.9 2842488
431 43600 564254.3 2835600
432 43620 564250.7 2835580
433 43640 564247.1 2835561
434 43660 564243.6 2835541
435 43680 564240 2835521
436 43700 564236.4 2835502
437 43720 564232.8 2835482
438 43740 564229.2 2835462
439 43760 564225.6 2835443
440 43780 564222.1 2835423
441 43800 564218.5 2835403
442 43820 564214.9 2835384
443 43840 564211.3 2835364
444 43860 564207.7 2835344
445 43880 564204.2 2835325
446 43900 564200.6 2835305
447 43920 564197 2835285
448 43940 564193.4 2835266
449 43960 564189.8 2835246
450 43980 564186.2 2835226
451 44000 564182.7 2835207
452 44020 564179.1 2835187
453 44040 564175.5 2835167
454 44060 564171.9 2835148
455 44080 564168.3 2835128
456 44100 564164.7 2835108
457 44120 564161.2 2835088
458 44140 564157.6 2835069
459 44160 564154 2835049
460 44180 564150.4 2835029
461 44200 564146.9 2835010
462 44220 564143.5 2834990
463 44240 564140.4 2834970
464 44260 564137.7 2834950

Schedule - A
15
Sr. No
Design
Chainage
(km)
Easting Northing
465 44280 564135.4 2834931
466 44300 564133.5 2834911
467 44320 564132.1 2834891
468 44340 564131 2834871
469 44360 564130.3 2834851
470 44380 564130 2834831
471 44400 564130.1 2834811
472 44420 564130.6 2834791
473 44440 564131.6 2834771
474 44460 564132.9 2834751
475 44480 564134.6 2834731
476 44500 564136.7 2834711
477 44520 564139.2 2834691
478 44540 564142.1 2834671
479 44560 564145.4 2834652
480 44580 564149.1 2834632
481 44600 564153.2 2834612
482 44620 564157.7 2834593
483 44640 564162.5 2834574
484 44660 564167.8 2834554
485 44680 564173.4 2834535
486 44700 564179.4 2834516
487 44720 564185.8 2834497
488 44740 564192.6 2834478
489 44760 564199.8 2834460
490 44780 564207.3 2834441
491 44800 564215.2 2834423
492 44820 564223.4 2834404
493 44840 564232.1 2834386
494 44860 564241 2834369
495 44880 564250.4 2834351
496 44900 564260.1 2834333
497 44920 564270.1 2834316
498 44940 564280.5 2834299
499 44960 564291.2 2834282
500 44980 564302.3 2834265
501 45000 564313.6 2834249
502 45020 564325.4 2834233
503 45040 564337.4 2834217
504 45060 564349.7 2834201
Sr. No
Design
Chainage
(km)
Easting Northing
505 45080 564362.4 2834186
506 45100 564375.4 2834170
507 45120 564388.7 2834155
508 45140 564402.2 2834141
509 45160 564416.1 2834126
510 45180 564430.2 2834112
511 45200 564444.7 2834098
512 45220 564459.4 2834085
513 45240 564474.3 2834071
514 45260 564489.6 2834059
515 45280 564505.1 2834046
516 45300 564520.8 2834033
517 45320 564536.6 2834021
518 45340 564552.5 2834009
519 45360 564568.4 2833997
520 45380 564584.3 2833985
521 45400 564600.2 2833973
522 45420 564616 2833961
523 45440 564631.9 2833948
524 45460 564647.8 2833936
525 45480 564663.7 2833924
526 45500 564679.6 2833912
527 45520 564695.5 2833900
528 45540 564711.4 2833888
529 45560 564727.3 2833876
530 45580 564743.2 2833863
531 45600 564759 2833851
532 45620 564774.9 2833839
533 45640 564790.8 2833827
534 45660 564806.7 2833815
535 45680 564822.6 2833803
536 45700 564838.5 2833790
537 45720 564854.4 2833778
538 45740 564870.3 2833766
539 45760 564886.1 2833754
540 45780 564902 2833742
541 45800 564917.9 2833730
542 45820 564933.8 2833718
543 45840 564949.7 2833705
544 45860 564965.6 2833693

Schedule - A
16
Sr. No
Design
Chainage
(km)
Easting Northing
545 45880 564981.5 2833681
546 45900 564997.3 2833669
547 45920 565013.1 2833657
548 45940 565028.7 2833644
549 45960 565044 2833631
550 45980 565059 2833618
551 46000 565073.7 2833604
552 46020 565087.9 2833590
553 46040 565101.9 2833576
554 46060 565115.5 2833561
555 46080 565128.7 2833546
556 46100 565141.5 2833531
557 46120 565153.9 2833515
558 46140 565166 2833499
559 46160 565177.6 2833483
560 46180 565188.9 2833467
561 46200 565199.7 2833450
562 46220 565210.1 2833433
563 46240 565220 2833415
564 46260 565229.6 2833398
565 46280 565238.6 2833380
566 46300 565247.3 2833362
567 46320 565255.4 2833344
568 46340 565263.2 2833325
569 46360 565270.4 2833307
570 46380 565277.2 2833288
571 46400 565283.5 2833269
572 46420 565289.4 2833250
573 46440 565294.7 2833230
574 46460 565299.6 2833211
575 46480 565304 2833192
576 46500 565307.9 2833172
577 46520 565311.3 2833152
578 46540 565314.2 2833132
579 46560 565316.6 2833113
580 46580 565318.6 2833093
581 46600 565320 2833073
582 46620 565320.9 2833053
583 46640 565321.3 2833033
584 46660 565321.3 2833013
Sr. No
Design
Chainage
(km)
Easting Northing
585 46680 565320.7 2832993
586 46700 565319.6 2832973
587 46720 565318.1 2832953
588 46740 565316 2832933
589 46760 565313.4 2832913
590 46780 565310.4 2832893
591 46800 565306.8 2832874
592 46820 565302.8 2832854
593 46840 565298.2 2832835
594 46860 565293.2 2832815
595 46880 565287.7 2832796
596 46900 565281.7 2832777
597 46920 565275.3 2832758
598 46940 565268.3 2832739
599 46960 565260.9 2832721
600 46980 565253.1 2832702
601 47000 565244.8 2832684
602 47020 565236 2832666
603 47040 565226.8 2832648
604 47060 565217.1 2832631
605 47080 565207.1 2832614
606 47100 565196.6 2832597
607 47120 565185.8 2832580
608 47140 565174.9 2832563
609 47160 565163.9 2832546
610 47180 565153 2832529
611 47200 565142.1 2832513
612 47220 565131.1 2832496
613 47240 565120.2 2832479
614 47260 565109.3 2832462
615 47280 565098.3 2832446
616 47300 565087.4 2832429
617 47320 565076.5 2832412
618 47340 565065.5 2832395
619 47360 565054.6 2832379
620 47380 565043.6 2832362
621 47400 565032.7 2832345
622 47420 565021.8 2832328
623 47440 565010.8 2832312
624 47460 564999.9 2832295

Schedule - A
17
Sr. No
Design
Chainage
(km)
Easting Northing
625 47480 564989 2832278
626 47500 564978 2832261
627 47520 564967.1 2832245
628 47540 564956.2 2832228
629 47560 564945.2 2832211
630 47580 564934.3 2832195
631 47600 564923.3 2832178
632 47620 564912.4 2832161
633 47640 564901.5 2832144
634 47660 564890.5 2832128
635 47680 564879.6 2832111
636 47700 564868.7 2832094
637 47720 564857.7 2832077
638 47740 564846.8 2832061
639 47760 564835.9 2832044
640 47780 564824.9 2832027
641 47800 564814 2832010
642 47820 564803.1 2831994
643 47840 564792.1 2831977
644 47860 564781.2 2831960
645 47880 564770.2 2831943
646 47900 564759.3 2831927
647 47920 564748.4 2831910
648 47940 564737.4 2831893
649 47960 564726.5 2831876
650 47980 564715.6 2831860
651 48000 564704.6 2831843
652 48020 564693.7 2831826
653 48040 564682.8 2831809
654 48060 564671.8 2831793
655 48080 564660.9 2831776
656 48100 564649.9 2831759
657 48120 564639 2831742
658 48140 564628.1 2831726
659 48160 564617.1 2831709
660 48180 564606.2 2831692
661 48200 564595.3 2831675
662 48220 564584.3 2831659
663 48240 564573.4 2831642
664 48260 564562.5 2831625
Sr. No
Design
Chainage
(km)
Easting Northing
665 48280 564551.5 2831608
666 48300 564540.6 2831592
667 48320 564529.7 2831575
668 48340 564518.7 2831558
669 48360 564507.8 2831541
670 48380 564496.8 2831525
671 48400 564485.9 2831508
672 48420 564475 2831491
673 48440 564464 2831474
674 48460 564453 2831458
675 48480 564441.7 2831441
676 48500 564430.2 2831425
677 48520 564418.6 2831409
678 48540 564406.9 2831392
679 48560 564395.3 2831376
680 48580 564383.7 2831360
681 48600 564372 2831344
682 48620 564360.4 2831327
683 48640 564348.7 2831311
684 48660 564337.1 2831295
685 48680 564325.4 2831279
686 48700 564313.8 2831262
687 48720 564302.1 2831246
688 48740 564290.5 2831230
689 48760 564278.9 2831213
690 48780 564267.2 2831197
691 48800 564255.6 2831181
692 48820 564243.9 2831165
693 48840 564232.3 2831148
694 48860 564220.6 2831132
695 48880 564209 2831116
696 48900 564197.4 2831100
697 48920 564185.7 2831083
698 48940 564174.1 2831067
699 48960 564162.4 2831051
700 48980 564150.8 2831035
701 49000 564139.1 2831018
702 49020 564127.5 2831002
703 49040 564115.9 2830986
704 49060 564104.2 2830970

Schedule - A
18
Sr. No
Design
Chainage
(km)
Easting Northing
705 49080 564092.6 2830953
706 49100 564080.9 2830937
707 49120 564069.3 2830921
Sr. No
Design
Chainage
(km)
Easting Northing
708 49140 564057.6 2830905
709 49160 564046 2830888

Schedule - B
19
SCHEDULE – B
(See Clause 2.1)
DEVELOPMENT OF THE PROJECT HIGHWAY
1 Development of the Project Highway
Development of the Project Highway shall include construction of the Project Highway as
described in this Schedule-B and in Schedule-C.
2 Project Highway (Four Lane)
2.1 Four Laning shall include construction of the Four Lane Project Highway as described in Annex-I
of this Schedule-B and Annex-I of Schedule C.
2.2 The Project Highway shall be designed and constructed in conformity with the specifications and
standards set forth in Annex-I of Schedule-D.

Schedule - B
20
ANNEX – I
(Schedule-B)
Description of Four Laning
1. The Project Proposal
1.1 Construction of Four-Lane Greenfield highway with paved shoulders from Chainage Km 35.000
to Km 49.155 of NH-731A shall be undertaken as per Ministry’s Codes & specifications and terms
specified in Schedules.
2. Project Facilities
Project facilities shall be constructed in conformity with Annex-I of Schedule-C.
3. Specifications and Standards
The Project Highways shall be constructed in conformity with the Specifications and Standards
specified in Schedule-D.
4. Other Features of Project Highway
4.1 Geometric Design and General Features
Geometric design and General Features of the Project Highway shall be in conformity with the
Specifications and Standards specified in Schedule-D.
4.2 Design Speed
Design Speed of the Project Highway shall be in conformity with the Specifications and Standards
4.3 Vertical Gradient
Vertical Gradient of the Project Highway shall be in conformity with the Specifications and
Standards specified in Schedule-D.
4.4 Right of Way (ROW)
Details of the proposed Right of Way are given below:
Sr. No
Proposed Chainage (km)
Right of Way (m) Remarks
From To
1 35.000 49.155 45/ 60* Green field
*60m RoW is proposed at locations of structures including VUPS/ROB & Interchanges.
4.5 Type of Shoulders
Shoulders on the Project Highway shall be in conformity with the Specifications and Standards
4.6 Lateral and Vertical Clearances at Flyovers/Underpasses/Interchanges: As per Schedule D.
4.7 Cross Sections
The Project Highway shall be constructed to Four lane with paved shoulder standards. Typical
cross-sections (TCS) have been as given under Appendix B-II. Schedule of applicable cross-

Schedule - B
21
sections are given below. Concessionaire is free to use new/ alternative material & technology in
construction of highway as per Ministry’s circular RW/Nh-33044/18/2020-S&R(P&B) dated
14.12.2020. However, w.r.t TCS-1A Geocell Technology shall be compulsory on pilot basis in the
given section.
Sr.
No
Design
Chainage (Km)
Length (m) TCS
Description
Provision Total
Width
(m)
TCS
From To
1 35000 35963 963 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
median 5.0m, Fig 2.4
of IRC: SP-84 2019
Road 27 TCS-1 -
2 35963 35988 25 6-lane (3x3) with
10.50m width with
3.0m wide median +
1.5m footpath both
sides, Fig. 7.2A of
IRC: SP-84 2019
Minor
Bridge
28.9 TCS-5 -
3 35988 36220 232 6-lane (3x3)
carriageway 10.5m
width with 3.00m
median along with
Service cum slip road
5.5m wide + 1.5m
footpath cum drain
on both sides,
Approach
to VUP
43.5 TCS-2 -
4 36220 36240 20 6-lane (3x3) 10.50m
carriageway width
with 3.0m median
VUP 25 TCS-3 Deviation to
Fig. 7.8 of
Manual
5 36240 36460 220 6-lane (3x3)
carriageway 10.5m
width with 3.00m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to VUP
43.5 TCS-2 -
6 36460 37265 805 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
7 37265 37560 295 6-lane (3x3)
carriageway 10.5m
width with 3.00m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to VUP
43.5 TCS-2 -
8 37560 37580 20 6-lane (3x3) 10.50m
carriageway width
with 3.0m median
Fig. 7.8 of
Manual

Schedule - B
22
Sr.
No
Design
Chainage (Km)
Length (m) TCS
Description
Provision Total
Width
(m)
TCS
From To
9 37580 37870 290 6-lane (3x3)
carriageway 10.5m
width with 3.00m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to VUP
43.5 TCS-2 -
10 37870 38785 915 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
11 38785 38875 90 6-lane (3x3) with
10.50m width with
3.0m wide median +
1.5m footpath both
sides, Fig. 7.2A of
IRC: SP-84 2019
Major
Bridge
28.9 TCS-5 -
12 38875 39648 773 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
13 39648 39673 25 6-lane (3x3) with
10.50m width with
3.0m wide median +
1.5m footpath both
sides, Fig. 7.2A of
IRC: SP-84 2019
Minor
Bridge
28.9 TCS-5 -
14 39673 41840 2167 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
median 5.0m with
Geocell in sub-base
course, Fig 2.4 of
IRC: SP-84 2019
Road 27 TCS-1A Geocell
Technology
is to be used
compulsory.
15 41840 42060 220 6-lane(3x3)
carriageway 10.5m
width with 3.00m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to VUP
43.5 TCS-2 -
16 42060 42080 20 6-lane (3x3) 10.50m
carriageway width
with 3.0m median
Fig. 7.8 of
Manual
17 42080 42870 790 6-lane(3x3)
carriageway 10.5m
width with 3.00m
Approach
to VUP
43.5 TCS-2 -

Schedule - B
23
Sr.
No
Design
Chainage (Km)
Length (m) TCS
Description
Provision Total
Width
(m)
TCS
From To
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
18 42870 42890 20 6-lane (3x3) 10.50m
carriageway width
with 3.0m median
Fig. 7.8 of
Manual
19 42890 43146 256 6-lane(3x3)
carriageway 10.5m
width with 3.00m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to VUP
43.5 TCS-2 -
20 43146 43497 351 9.50m carriageway
width + 1.5m
footpath with 3.0m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to ROB
47.57 TCS-4 -
21 43497 43623 126 As per RDSO 9.50m
carriageway width +
1.5m footpath with
3.0m median
ROB 27 TCS-5A -
22 43623 43840 217 9.50m carriageway
width + 1.5m
footpath with 3.0m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to ROB
47.57 TCS-4 -
23 43840 43850 10 9.50m carriageway
width + 1.5m
footpath with 3.0m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Minor
Bridge on
Approach
of ROB
47.57 TCS-4 -
24 43850 43986 136 9.50m carriageway
width + 1.5m
footpath with 3.0m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to ROB
47.57 TCS-4 -
25 43986 44035 49 6-lane(3x3)
carriageway 10.5m
width with 3.00m
median along with
Approach
to VUP
43.5 TCS-2 -

Schedule - B
24
Sr.
No
Design
Chainage (Km)
Length (m) TCS
Description
Provision Total
Width
(m)
TCS
From To
5.5m wide + 1.5m
footpath cum drain
on both sides
26 44035 44055 20 6-lane (3x3) 10.50m
carriageway width
with 3.0m median
Fig. 7.8 of
Manual
27 44055 44250 195 6-lane(3x3)
carriageway 10.5m
width with 3.00m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to VUP
43.5 TCS-2 -
28 44250 44375 125 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
29 44375 44385 10 6-lane (3x3) with
10.50m width with
3.0m wide median +
1.5m footpath both
sides, Fig. 7.2A of
IRC: SP-84 2019
Minor
Bridge
28.9 TCS-5 -
30 44385 44615 230 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
31 44615 44625 10 6-lane (3x3) with
10.50m width with
3.0m wide median +
1.5m footpath both
sides, Fig. 7.2A of
IRC: SP-84 2019
Minor
Bridge
28.9 TCS-5 -
32 44625 44825 200 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
33 44825 44835 10 6-lane (3x3) with
10.50m width with
3.0m wide median +
1.5m footpath both
sides, Fig. 7.2A of
IRC: SP-84 2019
Minor
Bridge
28.9 TCS-5 -
34 44835 45294 459 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
Road 27 TCS-1 -

Schedule - B
25
Sr.
No
Design
Chainage (Km)
Length (m) TCS
Description
Provision Total
Width
(m)
TCS
From To
either side with
of IRC: SP-84 2019
35 45294 45306 12 6-lane (3x3) with
10.50m width with
3.0m wide median +
1.5m footpath both
sides, Fig. 7.2A of
IRC: SP-84 2019
Minor
Bridge
28.9 TCS-5 -
36 45306 45534 228 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
37 45534 45546 12 6-lane (3x3) with
10.50m width with
3.0m wide median +
1.5m footpath both
sides, Fig. 7.2A of
IRC: SP-84 2019
Minor
Bridge
28.9 TCS-5 -
38 45546 46640 1094 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
39 46640 46660 20 6-lane (3x3) with
10.50m width with
3.0m wide median +
1.5m footpath both
sides, Fig. 7.2A of
IRC: SP-84 2019
Minor
Bridge
28.9 TCS-5 -
40 46660 46920 260 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
41 46920 47260 340 6-lane(3x3)
carriageway 10.5m
width with 3.00m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to Diamond
Interchange
on NH-24B
43.5 TCS-2 -
42 47260 47320 60 6-lane (3x3) 10.50m
carriageway width
with 3.0m median
Flyover 25 TCS-3 Deviation to
Fig. 7.8 of
Manual
43 47320 47645 325 6-lane(3x3)
carriageway 10.5m
width with 3.00m
median along with
Approach
to Diamond
Interchange
of NH-24B
43.5 TCS-2 -

Schedule - B
26
Sr.
No
Design
Chainage (Km)
Length (m) TCS
Description
Provision Total
Width
(m)
TCS
From To
5.5m wide + 1.5m
footpath cum drain
on both sides
44 47645 48240 595 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
45 48240 48260 20 6-lane (3x3) with
10.50m width with
3.0m wide median +
1.5m footpath both
sides, Fig. 7.2A of
IRC: SP-84 2019
Minor
Bridge
28.9 TCS-5 -
46 48260 48643 383 6-lane(3x3)
carriageway 10.5m
width with 3.00m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to Diamond
Interchange
on NH-19
43.5 TCS-2 -
47 48643 48728 85 6-lane (3x3) 10.50m
carriageway width
with 3.0m median
Flyover 25 TCS-3 Deviation to
Fig. 7.8 of
Manual
48 48728 49115 387 6-lane(3x3)
carriageway 10.5m
width with 3.00m
median along with
5.5m wide + 1.5m
footpath cum drain
on both sides
Approach
to Diamond
Interchange
on NH-19
43.5 TCS-2 -
49 49115 49135 20 6-lane (3x3) 10.50m
carriageway width
with 3.0m median
Fig. 7.8 of
Manual
50 49135 49155 20 4-lane (2x2)
carriageway +2.5m
paved shoulder+1.5m
earthen shoulder on
either side with
of IRC: SP-84 2019
Road 27 TCS-1 -
TCS-1 6667
TCS-1A 2167
TCS-2 3982
TCS-3 265
TCS-4 714
TCS-5 234
TCS-5A 126
Total 14155

Schedule - B
27
Notes:
(i) Any variation in design length of respective TCS specified in Schedule B shall not constitute a
change of scope, save and except any variations in the design length arising out of a change of
scope expressly undertaken in accordance with the provisions of Article 16.
4.8 Alignment Plan and Longitudinal Section
An alignment Plan and longitudinal section (Plan & Profile) of the project highway are enclosed
at Appendix B-I in soft copy for reference only. Longitudinal profile shall be designed based on
Schedule-D. Finished Road level indicated in the alignment plan is minimum. The Concessionaire
shall design the road profile of the project highway based on site/design requirement specified
in Schedule-D.
5. Bypass and new Realignment
NIL
6 Service cum slip Roads
A. Interchange elements: Ramps/ Loops/ Merged Sections/ Roundabouts
Interchange has been proposed at km 47.290 and km 48.685. A GAD is attached under Appendix-
B-III.
Notes:
(i) Detailed design of all interchange shall be in accordance with Schedule-D.
Service road shall be provided as per para 4.7- Cross-sections of this Schedule.
7. Pavement Design
Design of pavement shall be done for design period of 20 years, in accordance with the Schedule-
D and IRC-37:2018. Concessionaire is free to use new/ alternative material & technology in
construction of highway as per MoRTH circular RW/NH-33044/18/2020-S&R(P&B) dated
14.12.2020
7.1 Design Traffic
Pavement design shall be carried out for the minimum design traffic of 120 MSA for entire project
highway with design life of 20 years as IRC: 37:2018.
7.5 Intersection / Interchanges
Intersection / Interchanges on the Project Highway shall be in conformity with the Specifications
and Standards specified in Schedule-D.
At-Grade Intersections
8.1 Major Junction
S No.
Proposed Chainage
(km) Side(Left/Right) Type of Junction Destination
1 47.290 BHS X- JUNCTION NH – 24B

Schedule - B
28
2 48.685 BHS X-JUNCTION NH-2
8.2 Minor Junction
S
No.
Design Chainage
(km)
Side(Left
/ Right)
Type of
Junction
Destination
1 36+230 BHS X-JUNCTION From Burhepur to Bihar
2 37+570 BHS X-JUNCTION From Bihar to Sakardaha
3 42+070 BHS X-JUNCTION Kurha Village Road
4 42+880 BHS X-JUNCTION From Lalgopalganj to Bendhan Gopalpur
5 44+045 BHS X-JUNCTION From Badupur to Barna
6 49+125 BHS X-JUNCTION From Meerjahapur to Sringverpur
9. Underpasses
A) Vehicular Underpasses (VUP)
Sr. No Location (Chainage) Km Type of Structure Span/ opening (m)
1 36+230 VUP 1 x 20
2 37+570 VUP 1 x 20
3 42+070 VUP 1 x 20
4 42+880 VUP 1 x 20
5 44+045 VUP 1 x 20
6 49+125 VUP 1 x 20
Note: Traffic Impact Attenuators shall be provided be provided at all VUPs as per Schedule-D.
10.1 Interchange structures/Grade Separator
Interchange structure/grade separator structure to be provided as per the details below.
Irrespective of span arrangement indicated, all the structures shall provide lateral and vertical
clearances as per Schedule D.
Sr.
No
Location Salient features
Minimum length of
viaduct to be provided
Road to be carried
over/under the
structures
1 47.290 Diamond Interchange 2 x 30 Over the structure
2 48.685 Diamond Interchange 2 x 42.5 Over the structure
Note: (i)GAD attached at Appendix B-III of Schedule-B.
(ii)Noise Barrier shall be provided at both the interchanges as per Schedule-D.
(iii) Traffic Impact Attenuators shall be provided be provided at both the interchanges as per Schedule-D.
10.2 Road Over Bridges (ROB)
The Road Over Bridges (ROB) shall be provided as per the details below:
Sr.
No
Chainage
Road
category
Span Arrangement
Skew
Angle
Structure
Width
Lateral clearance

Schedule - B
29
km (m) deg (m)
1 43.560 - 3X36+1X18 21 As per TCS-5A As per GAD Attached
Note: Traffic Impact Attenuators shall be provided at the ROB as per Schedule-D.
10.3 Major Bridges
(A) Widening / Repair / Rehabilitation of Existing Major Bridges
NIL
(B) Reconstruction of Existing Major Bridges
NIL
(C) Construction of New Major Bridges on Main Carriageway (Over River / Streams /Nallah)
Sr.
No
Chainage Category
Span
Arrangement
Skew
Angle
Structure Width
km (m) deg (m)
1 38.830 Canal 3 x 30 0 As per TCS-5
10.4 Minor Bridges
(A) Widening / Repair / Rehabilitation of Existing Minor Bridges
NIL
(B) Reconstruction of Existing Minor Bridges
NIL
(C) Construction of New Minor Bridges on Main Carriageway
Sr. No Chainage Span Arrangement Structure Width
Km (m) (m)
1 35+975 1X25 As per TCS-5
2 39+660 1x25 As per TCS-5
3 43+845 1X10 As per TCS-5
4 44+380 1X10 As per TCS-5
5 44+620 1X10 As per TCS-5
6 44+830 1X10 As per TCS-5
7 45+300 1X12 As per TCS-5
8 45+540 1X12 As per TCS-5
9 46+650 1X20 As per TCS-5
10 48+250 1X20 As per TCS-5
6. Culverts
(A) Widening of Existing Culverts – NIL
(B) Reconstruction of Existing Culverts – NIL

Schedule - B
30
(C) Construction of New Culverts
Sr. No
Proposed Chainage
(km)
Type of Culvert Span Arrangement (m)
1 35+380 BOX 1x2
2 35+880 BOX 1x2
3 36+600 BOX 1x2
4 36+990 BOX 1x2
5 37+370 BOX 1x2
6 38+315 BOX 1x2
7 38+555 BOX 1X4
8 39+300 BOX 1X4
9 39+540 BOX 1x2
10 40+100 BOX 1X4
11 40+220 BOX 1x2
12 40+760 BOX 1X4
13 40+975 BOX 1X4
14 41+500 BOX 1X4
15 41+800 BOX 1x2
16 42+400 BOX 1x2
17 43+070 BOX 1x2
18 43+315 BOX 1x4
19 44+800 BOX 1x4
20 45+090 BOX 1x2
21 45+390 BOX 1x4
22 45+720 BOX 1X4
23 46+185 BOX 1X4
24 47+100 BOX 1X4
25 47+800 BOX 1X4
26 48+550 BOX 1X4
7. ROAD SIDE DRAINAGE
Drainage system including surface and subsurface drains for the Project Highway shall
be provided as per the Manual.
Unlined Drain
Sr. No
CHAINAGE (m)
Length (m) Side Total Length (m)
From To
1 35000 35963 963 BHS 1926
2 36460 37265 805 BHS 1610
3 37870 38785 915 BHS 1830
4 38875 39648 773 BHS 1546
5 39673 41840 2167 BHS 4334
6 44250 44375 125 BHS 250
7 44385 44615 230 BHS 460
8 44625 44825 200 BHS 400
9 44835 45294 459 BHS 918
10 45306 45534 228 BHS 456
11 45546 46640 1094 BHS 2188

Schedule - B
31
Unlined Drain
Sr. No
CHAINAGE (m)
Length (m) Side Total Length (m)
From To
12 46660 46920 260 BHS 520
13 47645 48240 595 BHS 1190
14 49135 49155 20 BHS 40
TOTAL LENGTH (m) 17668
Lined Drain
Sr.
No
Chainage (m)
Length (m)
Length of Lined Drain
on both side (m)
From To
1 35988 36220 232 464
2 36240 36460 220 440
3 37265 37560 295 590
4 37580 37870 290 580
5 41840 42060 220 440
6 42080 42870 790 1580
7 42890 43146 256 512
8 43146 43506 360 720
9 43614 43840 226 452
10 43850 43986 136 272
11 43986 44035 49 98
12 44055 44250 195 390
13 46920 47260 340 680
14 47320 47645 325 650
15 48260 48643 383 766
16 48728 49115 387 774
TOTAL LENGTH (m) 9408
8. RAINWATER HARVESTING & DRAINAGE
The provision of rainwater harvesting & drainage work shall be executed as per requirement of
IRC: SP: 42-2017 and IRC: SP: 50-2013 & as per Ministry’s circular RW/NH-33044/14/2003-
S&R(R)pt-II dated 03.09.2021.
9. UTILITY SHIFTING
Shifting of obstructing utilities shall be done as per Ministry’s circular RW/NH-33044/29/2015-
S&R(R)pt dated 11.02.2021. The Concessionaire shall be responsible for getting the utilities
shifted as per approval of the concerned utility department. The assistance of the Authority is
limited to giving forwarding letter on the proposal of Concessionaire to utility owning department
whenever asked by the Concessionaire. The decision/approval of utility owning department shall
be binding on the Concessionaire.
Notes:
(a) The supervision charges at the rates/charges applicable of the utility owning department
shall be paid directly by the Authority to the Utility Owning department as and when
Concessionaire furnishes demand of Utility Owning Department along with a copy of
estimated cost given by the latter.

Schedule - B
32
(b) The dismantled materials / scrap of the existing utilities to be shifted / dismantled shall
belong to the Concessionaire who would be free to dispose-off the dismantled material as
deemed fit by them unless the concessionaire is required to deposit the dismantled material
to utility owning department as per the norms and practice and, in that case the amount of
credit for dismantled material may be availed by the Concessionaire as per estimates agreed
between them.
(c) The utilities shall be handed over after shifting work is completed to Utility Owning
Department up to their entire satisfaction. The maintenance liability shall rest with the Utility
Owning Department after handing over process is complete as far as utility shifting works are
concerned.
10. CHANGE OF SCOPE
The length of Structures and bridges specified herein above shall be treated as an approximate
assessment. The actual lengths as required on the basis of detailed investigations shall be
determined by the Concessionaire in accordance with the Specifications and Standards. Any
variations in the lengths specified in this Schedule-B shall not constitute a Change of Scope, save
and except any variations in the length arising out of a Change of Scope expressly undertaken in
accordance with the provisions of Article 16.

Schedule - B
33
Appendix B-I (Schedule-B)
Alignment Plan and longitudinal Section are enclosed as Appendix B-I (Schedule-B).

Schedule - B
34
Appendix B-II (Schedule-B)
Typical Cross Section are enclosed as Appendix B-II (Schedule-B).

Schedule - B
35
Appendix B-III (Schedule-B)
Interchange at design chainage km 47.290 (junction with existing NH-24B) and 48.685 (junction with
existing NH-2) are enclosed as Appendix B-III (Schedule-B).

Schedule - C
36
Appendix B-IV (Schedule-B)
Traffic Signage Plan of the Project Highway enclosed as Appendix B-IV (Schedule-B).

Schedule - C
37
Appendix B-V (Schedule-B)
Drainage Plan of the Project Highway enclosed as Appendix B-V (Schedule-B).

Schedule - C
38
Appendix B-VI (Schedule-B)
GAD and Miscellaneous Drawings enclosed as Appendix B-VI (Schedule-B).

Schedule - C
39
SCHEDULE – C
(See Clause 2.1)
PROJECT FACILITIES
The Concessionaire shall construct the Project Facilities in accordance with the provisions of this
Agreement. Such Project Facilities shall include:
(a) Toll plaza
(b) Road side furniture;
(c) Pedestrian facilities;
(d) Tree plantation
(e) Truck lay-byes;
(f) Bus stop and bus shelters;
(g) Rest areas;
(h) Highway Lighting;
(i) Transportation Art.
2 Project Facilities for Project Highway
Project Facilities forming part of Project Highway and to be completed on or before the scheduled
date have been described in Annex‐I of this Schedule‐C.

Annex – I
SCHEDULE – C
(See Clause 2.1)
PROJECT FACILITIES
The Concessionaire shall construct the Project Facilities described in this Annex-1 to form part of
the Four-Lane Project. The project facilities shall include:
(a) Toll plaza
(b) Road side furniture;
(c) Pedestrian facilities;
(d) Tree plantation
(e) Truck lay-byes;
(f) Bus stop and bus shelters;
(g) Rest areas;
(h) Highway Lighting and
(i) Transportation Art.
2. Description of Project Facilities
Each of the project facilities is described below:
(a) Toll Plazas NIL
(b) Roadside Furniture
(i) Traffic Signs and Pavement Markings
Traffic signs and pavement markings shall be provided as per Schedule D.
(a) Overhead Gantry Signs shall be provided at locations mentioned below
Sr. No Chainage
Name of Sign/Road
Marking
Numbers Fig.no as per IRC 67
2012
LHS RHS
1 35+000 Gantry Mounted Sign 1 16.11
Note: The above location is indicative and minimum. The exact location of the overhead gantry
finalized after approval from the Independent Engineer.
ii. Safety Barrier: Thrie beam type steel barrier shall be provided in a minimum length of 19,112 metre
at locations finalized after review by Independent Engineer under clause 9.7 of the Manual referred
in Schedule D.
(c) Pedestrian Facilities
Pedestrian facilities shall be provided as per Schedule-D.

(d) Landscaping & Tree plantation
(j) Minimum of 3000 trees shall be planted as per Schedule-D.
(ii) Landscaping Treatment shall be provided at all grade separators, viaducts, traffic
islands, bus-bays as per Schedule-D.
(e) Truck Lay Bye
Sr. No Design Chainage (Km) LHS/RHS Village name
Nil
(f) Bus Bay – Bus Shelter
Sr.
No
LEFT RIGHT
1 36.750 36.850
2 39.100 39.200
3 41.130 41.250
4 44.450 44.550
5 45.430 45.700
6 47.870 48.000
Note: The Bus shelters shall be aesthetically pleasing duly designed by qualified and experienced
Architect.
(g) Rest Areas
Nil
(h) Highway Lighting: Shall be provided as per Schedule-D.
(i) Transportation Art: Shall be provided on all grade-separators, VUPs and ROB to enhance the
overall aesthetics, the graphics/visuals shall be designed by fine arts department of an institute of
repute.
4. Rainwater Harvesting
As per Ministry of Environment and Forests Notification, New Delhi dated 14/01/1997 (as amended on
13/01/1998, 05/01/1999 & 6/11/2000), the construction of Rain water, harvesting structure is mandatory
in and around Water Crisis area, notified by the Central Ground Water Board.

Schedule - D
SCHEDULE – D
(See Clause 2.1)
SPECIFICATIONS AND STANDARDS
1. Four-Laning
The Concessionaire shall comply with the Specifications and Standards set forth in Annex-I of this
Schedule-D for construction of the Four Lane Project Highway.

Schedule - D
Annex - I
(Schedule-D)
SPECIFICATIONS AND STANDARDS
1 Specifications and Standards
All Materials works and construction operations shall conform to the Manual of Specifications
and Standards for Four-Lane Highways (IRC: SP: 84-2019) published by IRC (referred to as
“Manual” in this Schedule) and MORTH Specifications for Road and Bridge Works. Where the
specification for a work is not given, Good Industry Practice shall be adopted to the satisfaction
of the Independent Engineer. Further the specifications & standards shall comply to Ministry’s
specifications & applicable IRC Codes.
2 Deviations from the Specifications and Standards
2.1 Notwithstanding anything to the contrary contained in the aforesaid Manual, the following
Specifications and Standards shall apply to the Four-Lane Project Highway, and for purposes of
this Agreement, the aforesaid Manual shall be deemed to be amended to the extent set forth
below:
Sr.
No
Clause as per
Manual
Provision as per Manual
Deviation/
Modified Provision
1 2.12.2 Service Road
Width of service/slip road
shall be 5.5m at all locations.
No parking Bays are to be
provided.
2 5.4.1 (i) Flexible pavement: design period and strategy
The design period shall be as
specified in Schedule-B.
3 7.1
All bridges and grade separated structures shall
have independent superstructure for each
direction of travel unless specified otherwise in
Schedule ‘B’. Culverts may have single or
independent superstructure.
As per Schedule-B.
4 7.19
Grade Separated Road Structures: Carriageway
width 14.00m.
The Carriageway width shall
be as specified in Schedule-
B; TCS-3.
5 7.21 Structures in Marine Environment Deleted.
6 Nil -
Transportation Art: The
specification and standards
shall be as provided by fine
arts department of an
institute of repute.

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