111230 Str Inventry
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1 1022+930 20+30+20
2 0+790 2 X 30
3 18+740 2 X 30
4 47+350 2 X 30
5 1+060 2 X 30
6 6+200 2 X 30
Vehicular Underpass (VUP) of different spans and minimum vertical clearance shall be provide
ew Vehicular Underpass
S. No Chainage km Span arrangement (m)
1 12+305 1x12
2 31+190 1x12
3 43+380 1x12
4 3+010 1 x 18
5 1075+100 1 x 12
6 1071+544 1 x 12
7 1063+770 1 x 12
8 1050+370 1 x 12
9 1033+610 1 x 12
10 1030+230 1 x 12
1 Underpass 57/2
New Flyover for Vijayawada Bypass
New Flyover for Hanuman Junction Bypass
The total width excludes the gap between two supe
Vehicu
Vijayawada Bypass
Flyovers of different spans and minimum vertic
S. no. Chainage (km)
Span arrangement (m)
Hanuman Junction Bypass
Vijayawada Gundugolanu Section
The total width excludes the clear gap between two super structu
(b) Details of Vehicular Underpass t
S. No. Type of structure Bridge No
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2 Under-pass 58/6
3 Underpass 61/1
4 Underpass 63/3
5 Underpass 65/2
6 Underpass 66/2
7 Underpass 68/5
8 Underpass 69/5
S.
No
1 3+980 1 x 7.5
2 22+800 1 x 7.5
3 24+695 1 x 7.5
4 35+950 1 x 7.5
5 40+080 1 x 7.5
6 41+120 1 x 7.5
7 1073+705 1 x 7.5
8 1068+955 1 x 7.5
9 1067+920 1 x 7.5
10 1066+180 1 x 7.511 1065+260 1 x 7.5
12 1054+310 1 x 7.5
13 1051+940 1 x 7.5
Vijayawada Byp
Vijayawada Gundugola
The total width excludes the gap between two super structure
Pedestrian Unde
Pedestrian Underpass (PUP) of different spans and minimum vertical
New Pedestrian/Cattle
Chainage km Span arrangement (m)
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S. No Chainage km Span arrangement (m)
1 40/5 1064+415 1 X 6.00
64/4
1040+684
S. No Chainage Km Span (m)
1 1031+452 50
Note: At service road locations, the footbridge should span across service road. Length of Ram
5. Culverts
Culverts as listed below shall be provided, widened, reconstructed, or extended.
(a) Repair/Rehabilitation/Widening/Reconstruction of Culverts
Main
77 1049+830 RHS
86 1047+771 RHS
128 1040+372 RHS
133 1039+453 RHS
143 1038+118 RHS
144 1038+018 RHS
153 1035+768 RHS
158 1034+384 RHS
159 1034+375 RHS
160 1034+225 RHS
125 1040+993 RHS
1040+08 RHS
73 1050+927 RHS
78 1049+631 RHS
79 1049+371 RHS80 1049+271 RHS
81 1049+099 RHS
82 1048+523 RHS
83 1048+374 RHS
84 1048+188 RHS
85 1048+095 RHS
90 1046+896 RHS
91 1046+781 RHS
Pedestrian/Cattle Underpasses to b
2 1 x 8.80
* The total width excludes the gap between two super structures, which will
New Foot Over Bridges
S. No Chainage (Km)Car
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92 1046+693 RHS
97 1046+031 RHS
98 1045+974 RHS
99 1045+838 RHS
100 1045+684 RHS
101 1045+503 RHS
102 1045+201 RHS
103 1045+101 RHS
104 1044+788 RHS
105 1044+592 RHS
106 1044+434 RHS
107 1044+277 RHS
108 1044+015 RHS
109 1043+787 RHS
110 1043+717 RHS
111 1043+629 RHS
112 1043+453 RHS
113 1043+378 RHS
114 1043+283 RHS115 1042+918 RHS
116 1042+868 RHS
117 1042+693 RHS
118 1042+518 RHS
123 1041+811 RHS
124 1041+213 RHS
126 1040+868 RHS
127 1040+738 RHS
134 1039+398 RHS
135 1039+282 RHS
139 1038+518 RHS
140 1038+418 RHS
141 1038+329 RHS
142 1038+275 RHS
145 1037+798 RHS
152 1035+841 RHS
154 1035+541 RHS
155 1035+195 RHS
156 1035+056 RHS
157 1034+896 RHS
164 1032+328 RHS
165 1029+509 RHS
166 1028+428 RHS168 1023+526 RHS
171 1022/2 LHS
1 1076+380 RHS
5 1073+530 RHS
8 1072+990 RHS
9 1072+410 RHS
12 1071+170 RHS
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13 1070+500 RHS
14 1069+952 RHS
16 1069+373 RHS
18 1068+043 RHS
21 1067+726 RHS
25 1066+059 RHS
45 1063+535 RHS
46 1063+471 RHS
47 1063+132 RHS
48 1061+996 RHS
49 1061+587 RHS
50 1061+413 RHS
51 1055+434 RHS
62 1053+525 RHS
63 1053+266 RHS
72 1051+32 RHS
89 1047+123 RHS
120 1042+145 RHS
148 1036+773 RHS6 1073+460 RHS
7 1073+280 RHS
15 1069+813 RHS
20 1067+816 RHS
22 1067+415 RHS
23 1066+532 RHS
24 1066+153 RHS
26 1065+592 RHS
30 1065+011 RHS
31 1064+798 RHS
32 1064+643 RHS
33 1064+421 RHS
34 1064+404 RHS
35 1064+316 RHS
36 1064+159 RHS
37 1064+093 RHS
38 1064+037 RHS
52 1055+419 RHS
53 1055+193 RHS
54 1054+951 RHS
55 1054+896 RHS
56 1054+785 RHS
57 1054+757 RHS61 1053+774 RHS
64 1052+935 RHS
65 1052+698 RHS
66 1052+51 RHS
67 1052+396 RHS
68 1052+315 RHS
70 1051+893 RHS
71 1051+553 RHS
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75 1050+265 RHS
76 1050+148 RHS
75 1050 +37 54/3 -
87 1047+249 RHS
88 1047+133 RHS
93 1046+536 RHS
94 1046+369 RHS
95 1046+334 RHS
96 1046+253 RHS
119 1042+353 RHS
121 1042+124 RHS
122 1042+043 RHS
129 1040+147 RHS
130 1039+969 RHS
131 1039+953 RHS
132 1039+838 RHS
136 1039+048 RHS
137 1038+845 RHS
138 1038+734 RHS146 1037+047 RHS
147 1036+911 RHS
149 1036+562 RHS
150 1036+521 RHS
151 1036+375 RHS
161 1033+965 RHS
162 1033+758 RHS
17 1068+314 RHS
167 1026+355 RHS
2 1075+7 RHS
3 1075+120 RHS
4 1073+700 RHS
59 1054+372 RHS
69 1052+001 RHS
74 1050+508 RHS
163 1033+668 RHS
19 1067+945 RHS
27 1065+313 RHS
28 1065+192 RHS
29 1065+166 RHS
39 1063+989 RHS40 1063+960 RHS
41 1063+859 RHS
42 1063+786 RHS
43 1063+713 RHS
44 1063+609 RHS
58 1054+465 RHS
60 1054+145 RHS
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10 1072+050 RHS
11 1071+740 RHS
Code Description of Improvement
1 Widen the existing culvert to 3 lane with repairs
2 Widen the existing culvert to 3 lane with repairs with service road
3
Replace the existing culvert with new culvert of 3-lane as the
existing culvert falls in the approaches of Flyover/Underpass
4
Replace the existing culvert with new culvert of 3-lane with service
road as the existing culvert falls in the approaches of
Flyover/Underpass
5 Widen the existing culvert to toll plaza requirement
Note: The width of culverts shall have the same overall width as
of the approach road
Note: The width of culverts shall have the same overall width as of the approach road
(b) New Culverts in Vijayawada Bypass
S. No Chainage
Proposed Span arrangement
(nos x Length/Dia / Size (m))
1 1+260 1x4x2
2 1+520 1x5x3
3 5+030 1x4x2
4 5+560 1x5x2
5 7+030 1x5x3
6 7+680 1x5x3
9 10+710 1x5x2
10 17+570 1x5x2
15 19+960 1x4x225 27+690 1x5x3
29 28+900 1x4x2
38 33+070 1x5x3
53 42+230 1x4x2
7 8+970 3x1.2
8 8+990 3x1.2
11 17+730 4x1.2
12 18+070 2x1.2
13 18+340 2x1.2
14 18+975 3x1.2
16 21+835 2x1.2
17 23+020 3x1.2
18 23+730 3x1.2
19 24+900 2x1.2
20 25+065 3x1.2
21 25+905 3x1.2
22 26+565 2x1.2
23 27+055 2x1.2
26 28+070 2x1.2
Description of Imp
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27 28+130 2x1.2
28 28+395 2x1.2
30 29+855 1x1.2
31 31+540 1x1.2
32 31+610 1x1.2
33 31+980 2x1.2
34 32+140 2x1.2
35 32+280 1x1.2
36 32+500 2x1.2
37 32+570 1x1.2
39 33+930 2x1.2
40 34+410 2x1.2
41 34+630 2x1.2
42 35+718 2x1.2
43 35+930 2x1.2
44 36+085 4x1.2
45 36+540 1x1.2
46 37+005 1x1.2
47 37+735 2x1.248 39+258 1x1.2
49 39+920 4x1.2
50 41+770 2x1.2
51 41+990 1x1.2
52 42+182 1x1.2
54 42+490 1x1.2
24 27+430 2x1.2
(c) New Culverts in Hanuman Junction Bypass
S.No Chainage
Proposed Span arrangement
(nos x Length/Dia / Size (m))
57 1+820 1x4x2m59 2+060 1x5x2m
66 5+060 1x4x2m
67 5+540 1x4x2m
55 0+720 2x1.2 m
56 1+490 2x1.2 m
58 1+950 2x1.2 m
60 3+170 1x1.2 m
61 3+530 2x1.2 m
62 3+720 2x1.2 m
63 3+780 2x1.2 m
64 3+890 2x1.2 m
65 4+010 2x1.2 m
(d) New Culverts in Vijayawada Bypass Service Roads
S.No Chainage
Proposed Span arrangement
(nos x Length/Dia / Size (m))
68 18+340 2x1.2 m
69 18+975 3x1.2 m
70 23+020 3x1.2 m
71 35+718 2x1.2 m
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72 35+930 2x1.2 m
73 36+085 4x1.2 m
74 39+920 4x1.2 m
(e) New Culverts in Hanuman Junction Bypass Service Roads
S.No Chainage
Proposed Span arrangement
(nos x Length/Dia / Size (m))
75 3+170 1x1.2 m8. Minor Bridges
Minor bridges as listed below shall be provided, widened, reconstructed, or extended.
(a) Details of Minor Bridges
S.
No
13 1032+815 RHS
7 1055+743 RHS
8 1048+338 Four
8 1048+338 Four
9 1043+091 Four
9 1043+091 Four
10 1043+055 Four
10 1043+055 Four
12 1036+052 Four
12 1036+052 Four
14 1030+415 RHS
15 1026+335 LHS
15 1026+335 RHS
16 1024+188 LHS
16 1024+188 RHS
17 1022+851 RHS13 1032+815 LHS
1 1075+820 LHS
1 1075+820 RHS
2 1072+737 LHS
2 1072+737 RHS
3 1068+844 LHS
3 1068+844 RHS
4 1067+326 LHS
4 1067+326 RHS
5 1065+78 LHS
5 1065+78 RHS
6 1062+540 Four
6 1062+540 Four
7 1055+743 LHS
11 1037+246 Four
11 1037+246 Four
14 1030+415 LHS
17 1022+851 LHS
Structure No. Chainage (Km) Location
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Description of Improvement code for Minor Bridges
Code Description of Improvement
1 Retain with repairs as given at para 11 below.
2 Add new 2 lane structure with footpath parallel to the existing
structure as the widening of existing structure is not possible
3 Widen the existing 2 / 4 lane Bridge after repairs as per para 11
below to 3 / 6 lane.
4 Provide separate bridge for service road as given at Table (d) below.
S. Proposed Span arrangement
No Nos x length (m)
1 3+360 1x31
2 5+840 2x5x3
3 8+210 2x26
4 9+560 1x5x3
5 10+450 1x4x2
6 10+980 1x5x2
7 13+020 2x4x2
8 19+305 2x4x29 21+240 1x20
10 22+035 1x5x3
11 22+815 2x4x2
12 23+350 2x19
13 24+350 2x5x2
14 24+850 2x4x2
15 26+350 1x5x3
16 29+340 1x25
17 30+565 1x10
18 33+250 1x28
19 33+715 2x4x2
20 34+250 1x12
21 35+250 1x6x2
22 36+500 1x12
23 40+900 1x10
24 42+690 1x5x2
25 43+880 1x5x2
26 44+690 1x25
27 44+950 2x4x2
Proposed Span arrangement
Nos x length (m)
1 2+750 1x7.5x3.5m
2 5+391 2x16m
Chainage
* Total width excludes the clear gap between the two superstru
(c) New Minor Bridges for Han
(b) New Minor Bridges for V
S.No Chainage
* Total width excludes the clear gap between the two superstru
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(d) New Minor Bridges on Service RoadsS. Chainage
No. Km
1 MNB No: 29/2 1075+820
MNB No:
32/2
3 MNB No: 36/1 1068+844
MNB No:
37/6
5 MNB No: 39/2 1065+780
MNB No:
42/1
MNB No:
49/1
8 MNB No: 67/3 1037+246
9 MNB No: 76/1 1030+415
(e) New Minor Bridges on Service Roads in Vijayawada bypass
Proposed Span arrangement
Nos x length (m)
1 22+815 2x4x2m
2 24+850 2x4x2m
3 40+900 1x10m
9. Major Bridges
Major bridges as listed below shall be provided, widened, reconstructed, or extended.Bridges to be Retained with Repair
64/5
1040+481
70/3
1034+907
Code Description of Improvement
1 Retain with repairs as given at para 11 below.
(b) New 4 Lane Major Bridges for Vijayawada Bypass
Structure No
4 1067.326
2 1072+737
7 1055+743
6 1062+540
S.No Chainage
10 MNB No: 1022+851
2 LHS & RHS
Description of Improvement code for Major Bridges
S. No Structure No. Chainage (km) Location
1 LHS & RHS
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1 15+970 Krishna River
o superstructures, which will be dictated by roadway alignment.
(c) New Major Bridge on Service Roads for Vijayawada Bypass
1 43+250 Chimala Vagu
10. Rail Over Bridges (ROBs)
ROBs as listed below shall be provided, widened, reconstructed, or extended.
(a) Rail Over Bridges (ROBs) to be retained with Repair
S. No Structure No. / Chainage Location
55/2 LHS
1049+845 RHS
70/7 LHS
1034+134 RHS
(b) New 4 Lane ROBs for Vijayawada Bypass
1 2+500 ROB
2 20+590 ROB
3 45+870 ROB
11 Repairs and Rehabilitation of Structures:
S. No Chainage (km) Name of River / stream
S. No Chainage (km) Name of River / stream
2 43+250 Chimala Vagu
* As per Railway requirement these spans shall be o
** Total width excludes the clear gap between the two superstruc
The following shall be applicable
(i) The proposed span arrangement of the ROB is tentative and subject to change as per avail
shall be designed, constructed and maintained as per the requirement of Railway authorities. Th
1
2
S. No Chainage (km) Type
(iii) The ROB shall be constructed and maintained by the con
(iv) All expenditure related to construction, maintenance and sup
(v) All charges payable to the Railways like P&E, D&G, Capitalise
(vi) In any case the total length of viaduct portion sh
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Common repair & rehabilitation measures (For all structures):
12 At grade intersections
rsection Improvement
S. No. Chainage Side
1 1076+630 Right
2 1075+107 Left
3 1075+107 Right
4 1074+140 Left
5 1074+110 Left
6 1074+040 Right
7 1074+010 Right
8 1073+940 Left
9 1073+850 Left
10 1073+830 Right
11 1073+780 Left
12 1073+730 Left
13 1073+690 Left
14 1073+605 Right
15 1073+590 Left
2. Paint structure numbers in continu
. Provide water collector channels after end of approach slab for a length equal to 2.5 times th
Provide RCC drainage chutes with energy dissipator basins at ground at 5 m intervals with one
around wing walls/ cantilever returns to be filled up, duly compacted, and pitched with boulder
tings. Fill up the hole in deck slab around spout. Replace drainage spouts with short or missing d
7. Construct concrete inspection ladders on boulder pitching around abutments for
ut for assessment of condition of the structure and to finalize its repair and rehabilitation. Based
1. Remove debris/ vegetation from pier and abutme
14.
Replace / rehabilitate damaged upstream and downstream launching15. Replace all RCC railing adjoining carriageway with R
8. Remove vegetation from vent way and pitching aro
9. False steining of well foundations shall be di
10. Replace all damaged elastomeric bearin
11. Clean all metallic bearings, replace missing / damaged
of old bridges with T beam and slab superstructure with strip seal type expansion joint after r
13. Replace / rehabilitate damaged stone pitching on
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16 1073+555 Right
17 1073+535 Left
18 1073+470 Left
19 1073+420 Left
20 1073+370 Right
21 1073+320 Right
22 1073+185 Right
23 1073+100 Right
24 1073+000 Left/Right
25 1071+635 Left
26 1071+630 Right
27 1071+525 Left
28 1071+520 Right
29 1071+300 Left
30 1070+345 Left
31 1067+925 Left
32 1067+880 Right
33 1067+075 Left/Right
34 1066+940 Right
35 1066+880 Right
36 1066+153 Left
37 1065+780 Left
38 1065+715 Right
39 1065+700 Left
40 1065+665 Right
41 1065+620 Right
42 1065+592 Left
43 1065+270 Left
44 1064+550 Left
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45 1064+520 Right
46 1064+520 Right
47 1063+765 Left
48 1054+590 Right
49 1054+420 Right
50 1054+323 Left
51 1054+320 Left
52 1052+580 Left
53 1047+878 Left
54 1047+878 Right
55 1031+452 Left
56 1031+452 Left
57 1030+218 Left
58 1030+218 Right
13. Longitudinal Drains
14. Protection works
15. Overpasses
Nil16. Proposed Retaining Structures
Corrosion Protection for reinforcement shall conform to the requirement of IRC SP: 80 2008 Guidelines for C
Remedial Measures for Concrete Bridge Structures.
Longitudinal Drains shall be provided on both sides of carriageway as
The Protection Works shall be provided as per Sched
Provide Retaining / RE walls as per the cross section schedule /typ
17. Corrosion Protection for Reinforcement
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70 5.5 2 x 13.4
60 5.5 2 x 12.0
60 5.5 2 x 12.0
60 5.5 2 x 12.0
60 5.5 2 x 13.4
60 5.5 2 x 13.4
at locations indicated below
Minimum Vertical Clearance (m) Total width* (m) Remarks
5.5 2 x 12 Mandadam Road
5.5 2 x 12 Nunna Road
5.5 2 x 12 Agiripalli Road
5.5 2 x 13.4Gudivada Road (SH-46) Cum
Channel
5.5 2 x 13.4 Pedda avutapalli
5.5 2 x 13.4 Pottipadu
5.5 2 x 13.4 Veeravalli
5.5 2 x 13.4 Eluru bypass
5.5 2 x 13.4 Eluru bypass
5.5 2 x 13.4 Denduluru
1047+307 2 x 13.4
Repair approach slab settlement.
Repair settled earth fill around
abutments and provided crated
boulder pitching.
r structures, which will be dictated by the roadway Alignment
lar Underpasses
Flyovers
l clearance shall be provided at locations indicated below
Effective length (m) Vertical Clearance (m) Total width* (m)
es, which will be dictated by the roadway alignment
o be repaired and widened
./ Chainage Km Widen to Deck width (m)Remarks
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1046+378 2 x 13.4 Repair approach slab settlement.
Repair settled earth fill around
abutments and provided crated
boulder pitching.
1044+019 2 x 13.4 Repair approach slab settlement.
Repair settled earth fill around
abutments and provided crated
boulder pitching.
1041+795 2 x 13.4 Repair approach slab settlement.
Repair damaged railing.
1039+952 2 x 13.4 Repair approach slab settlement.
Repair damaged wearing coat.
1038+859 2 x 13.4 Repair approach slab settlement.
1036+557 2 x 13.4 Repair approach slab settlement.
Add more drainage spouts
connected with water collector
i e.1035+217 2 x 13.4 Repair approach slab settlement.
3.5 2 x 12
3.5 2 x 12
3.5 2 x 12
3.5 2 x 12
3.5 2 x 12
3.5 2 x 12
3.5 2 x 13.4 Atkur
3.5 2 x 13.4 Telaprolu Access
3.5 2 x 13.4 Ambapuram
3.5 2 x 13.4 Kodurupadu Acecess3.5 2 x 13.4 Veeravalli
3.5 2 x 13.4 Bommuluru
3.5 2 x 13.4 Dasarigudem
ass
nu Section
, which will be dictated by the roadway alignment
passes
clearance shall be provided at locations indicated below.
Underpasses
Minimum Vertical Clearance (m) Total width* (m) Remark
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Total width* (m) Remark
2 x 13.4Repair approach slab
settlement
VC (m) Width (m) Crossing Location
5.5 3.5Denduluru Junction (Drain to
Canal)
s of footbridge to be finalised with IE to suit the site conditions
Service Road Type
- Box NV
- Box 1 x 5.00
- Box 1 x 1.50
- Box 1 x 4.60
- Box 1 x 4.00
- Box 1 x 2.00
- Box 1 x 2.00
- Box 1 x 1.50
- Box 1 x 1.50
- Box 1 x 5.00
- Box 1 x 2.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 2 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
Repaired and Widened
2 x 13.4
Repair approach slab
settlement. Repair damaged
railing.
e dictated by the roadway alignment
with Ramps
riagewaySpan Vents x Length (m)
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- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 2 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 2 x 1.00
- Pipe 5 x 1.00
- Pipe 11 x 1.00- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Box 1 x 2.30
- Box 1 x 1.20
- Box 1 x 1.20
- Box 1 x 1.50
- Box 1 x 2.50
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- Box 1 x 1.50
- Box 1X1.90
- Box 1x2.50
- Box 1X2.00
- Box 1x1.7
- Box 1x1.10
- Box 1 x 4.50
- Box 1 x 4.26
- Box 1 x 4.26
- Box 1 x 4.20
- Box 1 x 2.44
- Box 1 x 5.46
- Box 1 x 4.40
- Box 1 x 1.20
- Box 1 x 5.60
- Box 1 x 5.00
- Box 1 x 1.00
- Box 1 x 3.60
- Box 1 x 4.00- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1x0.75
- Pipe 1 x 0.75
- Pipe 3 x 1.00
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
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- Pipe 1 x 1.00
- Pipe 1 x 1.00
SR Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 2 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 2 x 1.00
- Pipe 2 x 1.00
- Box 1x2.50
- Box 1 x 6.10
- Box 1 x 2.50
- Box 1 x 2.00
- Box 1 x 1.20
Box 3 x 1.80
- Box 1 x 1.10
- Box 1 x 2.00
- Box 1 x 3.00
- Pipe 1 x 1.00
- Pipe 1 x 1.00
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 0.75
- Pipe 1 x 1.00
- Pipe 1 x 0.75
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- Box 1 x 1.40
- Box 1 x 2.50
Type of Structure Type sec
Box 1
Box 1
Box 1
Box 1
Box 1
Box 1
Box 1
Box 3
Box 1Box 1
Box 1
Box 1
Box 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 3
Hume Pipe 1
Hume Pipe 1
Hume Pipe 2
Hume Pipe 1
Hume Pipe 2
Hume Pipe 1
Hume Pipe 2
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
rovement Code for Culverts
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Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 2
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 9
Hume Pipe 2
Hume Pipe 2
Hume Pipe 1
Hume Pipe 1
Hume Pipe1
Hume Pipe 1
Hume Pipe 2
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Hume Pipe 1
Type of StructureType sec
Box Culvert 4Box Culvert 4
Box Culvert 4
Box Culvert 4
Pipe Culvert 4
Pipe Culvert 8
Pipe Culvert 4
Pipe Culvert 8
Pipe Culvert 4
Pipe Culvert 4
Pipe Culvert 4
Pipe Culvert 4
Pipe Culvert 4
Type of StructureType sec
Pipe Culvert 2
Pipe Culvert 2
Pipe Culvert 2
Pipe Culvert 2
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Pipe Culvert 2
Pipe Culvert 2
Pipe Culvert 2
Type of StructureType sec
Pipe Culvert 8
Span Arrangement Deck Width
(No x Length) (m)
1 x 20.80 10.2 1
8 x 5.75 15.2 3
5 x 6.00 15.2 3
5 x 6.00 15.2 3
1 x 8.80 15.2 3
1 x 8.80 15.2 3
1 x 8.80 15.2 3
1 x 8.80 15.2 3
3 x 5.20 15.2 3
3 x 5.20 15.2 3
5 x 6.40 15.2 3
1 x 6.80 15.2 3
1 x 6.80 15.2 3
7 x 6.70 15.2 3
7 x 6.70 15.2 3
4 x 3.60 15.2 31 x 20.80 10.2 2,4
3 x 4.45 13.4 3, 4
3 x 4.45 13.4 3, 4
3 x 6.80 15.2 3, 4
3 x 6.80 15.2 3, 4
3 x 6.75 13.4 3, 4
3 x 6.75 13.4 3, 4
6 x 6.75 15.2 3, 4
6 x 6.75 15.2 3, 4
3 x 5.75 13.4 3, 4
3 x 5.75 13.4 3, 4
2 x 3.90 15.2 3, 4
2 x 3.90 15.2 3, 4
8 x 5.75 15.2 3, 4
1 x 9.3 13.4 3,4
1 x 9.3 13.4 3,4
5 x 6.40 13.4 3,4
2 x 7.20 13.4 3,4
New Structure Details
Improvement Proposal
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PSC T girder and slab Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
PSC T girder and slab Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12R.C.C T-girder and slab Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C T-girder and slab Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
PSC T girder and slab Both LHS & RHS 2x12
R.C.C Solid slab Both LHS & RHS 2x12
PSC T girder and slab Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Solid slab Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Solid slab Both LHS & RHS 2x12
R.C.C Solid slab Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
PSC T girder and slab Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x12
R.C.C Box cell Both LHS & RHS 2x15.20
RCC T girder and slab Both LHS & RHS 2x15.20
Type of Structure SIDE Total Width**
tures, which will be dictated by roadway alignment.
man Junction bypass
ijayawada Bypass
Type of Structure SIDE Total Width (m)*
tures, which will be dictated by roadway alignment.
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3 x 4.45 2x8.70 LHS & RHS
3 x 6.75 2x8.70 LHS & RHS
3 x 5.75 2x8.70 LHS & RHS
1 x 9.30 2x8.70 LHS & RHS
5 x 6.40 8.7 LHS
R.C.C Box cell Both LHS & RHS 2x8.70
R.C.C Box cell Both LHS & RHS 2x8.70
R.C.C Solid slab Both LHS & RHS 2x8.70
Span Arrangement (No x Length) Deck Width (m) Improvement Proposal
Span Arrangement (m) Total Width (m) Remarks
6x6.75 2x8.70 LHS & RHS
3x6.80 2x8.70 LHS & RHS
8x5.75 2x8.70 LHS & RHS
2x3.90 2x8.70 LHS & RHS
Type of Structure SIDE Total Width (m)
2 x 7.20 8.7 LHS
4 x 32.30 9.91 1
Existing Structure Details
24.53+36.38+37.15 +36.85+24.68 9.91 1
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Proposed Span Arrangement
nos x length(m)
x n erpass
+101x30+1x40+2x30 PSC T girder and slab Both LHS & RHS
Proposed Span Arrangement
nos x length(m)
2 x 30 PSC T girder and slab Both LHS & RHS
Repair and Rehabilitation
Measures
Total Width**
(m)
1x20+(3x24)+1x20 8.4 2 x 12.0
8x30+(3x24)+8x30 8.4 2 x 12.0
7x30+(1x24+1x30+1x24)+3x30 8.4 2 x 12.0
Both LHS & RHS
Type of structure Side
Type of structure Side
2x30 PSC T girder and slab
Minimum Vertical
Clearance (m)
f composite deck slab with steel girders.
tures, which will be dictated by roadway alignment.
in case of above ROBs:
ability of Railway boundaries/requirement of the railways, but total length is fixed.
e plans and the designs shall be prepared in consultation with the concerned railway
As given at para 11 below.
Span Arrangement (m)*
cessionaire under the supervision of the Railways.
rvision of ROB shall be borne by the Concessionaire.
Maintenance, etc., shall be borne by the Concessionaire
all not be less than indicated in the table.
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Approach to Type (NH/SH/MDR/VR) Treatment
China avutapalli VR Connected through Service road
Peda avutapalli VR Connected through Service road
Atkur VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
ous and uniform chainage.
height of embankment with a minimum length of 15 m
drainage chute at start and end of water collector chann
in wire crates as per provisions of IRC: 89 and MoRT
own take pipes. Install missing drainage spouts at locati
n easy access to the river bed for inspection.
on the defects observed and test results, a comprehensive repair and rehabilitation pl
t caps, expansion joints and bridge deck.
aprons of bed protection works.CC crash barrier.
und abutments.
mantled.
gs.
earing components.
habilitating / strengthening / thickening the deck slab n
mbankments.
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To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
Telaprolu old road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
Veeravalli gsb road VR Connected through Service road
To village road VR Connected through Service road
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Veeravalli VR Connected through Service road
To village road VR Connected through Service road
Velleru VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
Eluru VR Connected through Service road
To village road VR Connected through Service road
To village road VR Connected through Service road
Village road VRProper Left-in Left-out to be
provided
Eluru VRProper Left-in Left-out to be
provided
Denduluru VRProper Left-in Left-out to be
provided
To village road VRProper Left-in Left-out to be
provided
Kovvali VR Connected through Service road
Rajahmundry VR Connected through Service road
orrosion Prevention, Monitoring and
per the cross section schedules / types given at para 1.2.
le D
s given at para 1.2.
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Gundugolanu
Start of Bypass
NH 9 Crossing
End of Bypass
Start of Bypass
End of Bypass
Remark
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Type sec
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 9
1 4
1 41 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
Imp. Code
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1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 41 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 6
1 6
1 61 6
1 8
2 5
2 8
2 5
2 4A
2 4A
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2 4A
2 8
2 8
2 5
2 5
2 5
2 5
2 5
2 5
2 5
2 5
2 5
2 5
2 5
2 5
2 5
2 5
2 5
2 52 5
2 5
2 5
2 5
2 5
2 4
2 8
3 5
3 6
4 5
4 8
4 8
4 8
4 8
4 9
4 8
4 8
4 8
4 8
4 8
48
4 8
4 8
4 8
4 8
4 8
4 8
4 8
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5 4A
5 8
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Type sec
6
4A
4
4
4
4
4
4
4
4
8
6
6
6
6
46
4A
4A
5
5
8
8
4A
4A
5
5
4A
4A
4A
4
4
8
4
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Type sec
1
1
1
1
1
1
1
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Total Width**
(m)
2x12
Total Width
(m)
2x8.70
2x12
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S No Ch Total
Nos spans Span Nos spans Span length Nos Cways W of C way
7 1055+743 8 5.75 46 1 10.25
8 1048+338 5 6 30 1 10.3
8 1048+338 5 6 30 1 10.3
9 1043+091 1 8.8 8.8 1 12
9 1043+091 1 8.8 8.8 1 1210 1043+055 1 8.8 8.8 1 12
10 1043+055 1 8.8 8.8 1 12
12 1036+052 3 5.2 15.6 1 12
12 1036+052 3 5.2 15.6 1 12
14 1030+415 5 6.4 32 1 8.55
15 1026+335 1 6.8 6.8 1 9.75
15 1026+335 1 6.8 6.8 1 9.75
16 1024+188 7 6.7 46.9 1 8.5
16 1024+188 7 6.7 46.9 1 8.5
17 1022+851 4 3.6 14.4 1 8.25
1 1075+820 3 4.45 13.35 1 10.2
1 1075+820 3 4.45 13.35 1 8.52 1072+737 3 6.8 20.4 1 10.2
2 1072+737 3 6.8 20.4 1 8.3
3 1068+844 3 6.75 20.25 1 10.2
3 1068+844 3 6.75 20.25 1 8.5
4 1067+326 6 6.75 40.5 1 10.3
4 1067+326 6 6.75 40.5 1 8.5
5 1065+78 3 5.75 17.25 1 10.2
5 1065+78 3 5.75 17.25 1 8.6
6 1062+540 2 3.9 7.8 1 10.2
6 1062+540 2 3.9 7.8 1 10.2
7 1055+743 8 5.75 46 1 11.3
11 1037+246 1 9.3 9.3 1 12
11 1037+246 1 9.3 9.3 1 12
14 1030+415 5 6.4 32 1 8.55
17 1022+851 2 7.2 14.4 1 10.2
Span Arrangement Exg Width Arrangement
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Total Area Imp code Typ sec Remarks
Nos Cways W of C way Nos Cways W of C way width Sqm
1 15.2 1 5.95 5.95 273.7 3 4A
1 15.2 1 5.9 5.9 177 3 4
1 15.2 1 5.9 5.9 177 3 4
1 15.2 1 4.2 4.2 36.96 3 4
1 15.2 1 4.2 4.2 36.96 34
1 15.2 1 4.2 4.2 36.96 3 4
1 15.2 1 4.2 4.2 36.96 3 4
1 15.2 1 4.2 4.2 65.52 3 4
1 15.2 1 4.2 4.2 65.52 3 4
1 15.2 1 7.65 7.65 244.8 3 8
1 15.2 1 6.45 6.45 43.86 3 6
1 15.2 1 6.45 6.45 43.86 3 6
1 15.2 1 7.7 7.7 361.13 3 6
1 15.2 1 7.7 7.7 361.13 3 6
1 15.2 1 7.95 7.95 114.48 3 4
1 13.4 1 4.2 4.2 56.07 3, 4 4A
1 13.4 1 5.9 5.9 78.765 3, 4 4A
1 15.2 1 6 6 122.4 3, 4 5
1 15.2 1 7.9 7.9 161.16 3, 4 5
1 13.4 1 4.2 4.2 85.05 3, 4 8
1 13.4 1 5.9 5.9 119.475 3, 4 8
1 15.2 1 5.9 5.9 238.95 3, 4 4A
1 15.2 1 7.7 7.7 311.85 3, 4 4A
1 13.4 1 4.2 4.2 72.45 3, 4 5
1 13.4 1 5.8 5.8 100.05 3, 4 5
1 15.2 1 6 6 46.8 3, 4 4A
1 15.2 1 6 6 46.8 3, 4 4A
1 15.2 1 4.9 4.9 225.4 3, 4 4A
1 13.4 1 2.4 2.4 22.32 3,4 4
1 13.4 1 2.4 2.4 22.32 3,4 4
1 13.4 1 5.85 5.85 187.2 3,4 8
1 13.4 1 4.2 4.2 60.48 3,4 4
Pro Width Arrangement Req Width Arrangement
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S No Ch Total Total
Nos spans Span Nos spans Span length Nos Cways W of C way width
13 1032+815 1 20.8 20.8 1 10.2 10.2
13 1032+816 1 20.8 20.8 1 9.5 9.5
1 1075+820 3 4.45 13.35 1 9.5 9.5
1 1075+820 3 4.45 13.35 1 9.5 9.5
2 1072+737 3 6.8 20.4 1 9.5 9.52 1072+737 3 6.8 20.4 1 9.5 9.5
3 1068+844 3 6.75 20.25 1 9.5 9.5
3 1068+844 3 6.75 20.25 1 9.5 9.5
4 1067+326 6 6.75 40.5 1 9.5 9.5
4 1067+326 6 6.75 40.5 1 9.5 9.5
5 1065+78 3 5.75 17.25 1 9.5 9.5
5 1065+78 3 5.75 17.25 1 9.5 9.5
6 1062+540 2 3.9 7.8 1 9.5 9.5
6 1062+540 2 3.9 7.8 1 9.5 9.5
7 1055+743 8 5.75 46 1 9.5 9.5
11 1037+246 1 9.3 9.3 1 9.5 9.5
11 1037+246 1 9.3 9.3 1 9.5 9.5
14 1030+415 5 6.4 32 1 9.5 9.5
17 1022+851 2 7.2 14.4 1 9.5 9.5
(b) New Minor Bridges for Vijayawada Bypass
1 3+360 1 31 31 2 12 24
2 5+840 2 5 10 2 12 243 8+210 2 26 52 2 12 244 9+560 1 5 5 2 12 245 10+450 1 4 4 2 12 246 10+980 1 5 5 2 12 247 13+020 2 4 8 2 12 248 19+305 2 4 8 2 12 249 21+240 1 20 20 2 12 2410 22+035 1 5 5 2 12 2411 22+815 2 4 8 2 12 2412 23+350 2 19 38 2 12 2413 24+350 2 5 10 2 12 2414 24+850 2 4 8 2 12 2415 26+350 1 5 5 2 12 2416 29+340 1 25 25 2 12 2417 30+565 1 10 10 2 12 2418 33+250 1 28 28 2 12 2419 33+715 2 4 8 2 12 2420 34+250 1 12 12 2 12 2421 35+250 1 6 6 2 12 2422 36+500 1 12 12 2 12 2423 40+900 1 10 10 2 12 2424 42+690 1 5 5 2 12 2425 43+880 1 5 5 2 12 2426 44+690 1 25 25 2 12 2427 44+950 1 4 4 2 12 24
(c) New Minor Bridges for Hanuman Junction bypass
1 2+750 1 7.5 7.5 2 15.2 30.4
Width ArrangementSpan Arrangement
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2 5+391 2 16 32 2 15.2 30.4
(d) New Minor Bridges on Service Roads 0 0
1 1075+820 3 4.45 13.35 2 8.7 17.4
2 1072+737 3 6.8 20.4 2 8.7 17.4
3 1068+844 3 6.75 20.25 2 8.7 17.4
4 1067.326 6 6.75 40.5 2 8.7 17.4
5 1065+780 3 5.75 17.25 2 8.7 17.4
6 1062+540 2 3.9 7.8 2 8.7 17.4
7 1055+743 8 5.75 46 2 8.7 17.4
8 1037+246 1 9.3 9.3 2 8.7 17.4
9 1030+415 5 6.4 32 1 8.7 8.7
10 1022+851 2 7.2 14.4 1 8.7 8.7
(e) New Minor Bridges on Service Roads in Vijayawada bypass
1 22+815 2 4 8 2 8.7 17.4
2 24+850 2 4 8 2 8.7 17.4
3 40+900 1 10 10 2 8.7 17.4
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Area Imp code Typ sec Remarks
Sqm
212.2 2,4 6 Additional 2 lane str as str cannot be widened.
197.6 2,4 6 Providing separate bridge for service road
126.8 3, 4 4A Providing separate bridge for service road
126.8 3, 4 4A Providing separate bridge for service road
193.8 3, 4 5 Providing separate bridge for service road193.8 3, 4 5 Providing separate bridge for service road
192.4 3, 4 8 Providing separate bridge for service road
192.4 3, 4 8 Providing separate bridge for service road
384.8 3, 4 4A Providing separate bridge for service road
384.8 3, 4 4A Providing separate bridge for service road
163.9 3, 4 5 Providing separate bridge for service road
163.9 3, 4 5 Providing separate bridge for service road
74.1 3, 4 4A Providing separate bridge for service road
74.1 3, 4 4A Providing separate bridge for service road
437 3, 4 4A Providing separate bridge for service road
88.35 3,4 4 Providing separate bridge for service road
88.35 3,4 4 Providing separate bridge for service road
304 3,4 8 Providing separate bridge for service road
136.8 3,4 4 Providing separate bridge for service road
HT
744 New MIB Vijayawada Bypass
240 New MIB Vijayawada Bypass 3
1248 New MIB Vijayawada Bypass
120 New MIB Vijayawada Bypass 3
96 New MIB Vijayawada Bypass 2
120 New MIB Vijayawada Bypass 2
192 New MIB Vijayawada Bypass 2
192 New MIB Vijayawada Bypass 2
480 New MIB Vijayawada Bypass
120 New MIB Vijayawada Bypass 3
192 New MIB Vijayawada Bypass 2
912 New MIB Vijayawada Bypass
240 New MIB Vijayawada Bypass 2
192 New MIB Vijayawada Bypass 2
120 New MIB Vijayawada Bypass 3
600 New MIB Vijayawada Bypass
240 New MIB Vijayawada Bypass
672 New MIB Vijayawada Bypass
192 New MIB Vijayawada Bypass 2
288 New MIB Vijayawada Bypass
144 New MIB Vijayawada Bypass 2
288 New MIB Vijayawada Bypass
240 New MIB Vijayawada Bypass
120 New MIB Vijayawada Bypass 2
120 New MIB Vijayawada Bypass 2
600 New MIB Vijayawada Bypass
96 New MIB Vijayawada Bypass 2
228 New MIB for Hanuman Junction bypass 3.5
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972.8 New MIB for Hanuman Junction bypass
0
232.3 New MIB on Service Roads
355 New MIB on Service Roads
352.4 New MIB on Service Roads
704.7 New MIB on Service Roads
300.2 New MIB on Service Roads
135.7 New MIB on Service Roads
800.4 New MIB on Service Roads
161.8 New MIB on Service Roads
278.4 New MIB on Service Roads
125.3 New MIB on Service Roads
139.2 New MIB on Sr Roads in Vwada bypass 2
139.2 New MIB on Sr Roads in Vwada bypass 2
174 New MIB on Sr Roads in Vwada bypass
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MainService
Road Type
77 1049+830 RHS - Box NV 1
86 1047+771 RHS - Box 1 x 5.00 1
128 1040+372 RHS - Box 1 x 1.50 1
133 1039+453 RHS - Box 1 x 4.60 1
143 1038+118 RHS - Box 1 x 4.00 1
144 1038+018 RHS - Box 1 x 2.00 1
153 1035+768 RHS - Box 1 x 2.00 1
158 1034+384 RHS - Box 1 x 1.50 1
159 1034+375 RHS - Box 1 x 1.50 1
160 1034+225 RHS - Box 1 x 5.00 1
125 1040+993 RHS - Box 1 x 2.00 1
1 1076+380 RHS - Box 1 x 2.30 2
5 1073+530 RHS - Box 1 x 1.20 2
8 1072+990 RHS - Box 1 x 1.20 2
9 1072+410 RHS - Box 1 x 1.50 212 1071+170 RHS - Box 1 x 2.50 2
13 1070+500 RHS - Box 1 x 1.50 2
14 1069+952 RHS - Box 1X1.90 2
16 1069+373 RHS - Box 1x2.50 2
18 1068+043 RHS - Box 1X2.00 2
21 1067+726 RHS - Box 1x1.7 2
25 1066+059 RHS - Box 1x1.10 2
45 1063+535 RHS - Box 1 x 4.50 2
46 1063+471 RHS - Box 1 x 4.26 2
47 1063+132 RHS - Box 1 x 4.26 2
48 1061+996 RHS - Box 1 x 4.20 2
49 1061+587 RHS - Box 1 x 2.44 2
50 1061+413 RHS - Box 1 x 5.46 2
51 1055+434 RHS - Box 1 x 4.40 2
62 1053+525 RHS - Box 1 x 1.20 2
63 1053+266 RHS - Box 1 x 5.60 2
72 1051+32 RHS - Box 1 x 5.00 2
89 1047+123 RHS - Box 1 x 1.00 2
120 1042+145 RHS - Box 1 x 3.60 2
148 1036+773 RHS - Box 1 x 4.00 2
S. NoChainage
(Km)
Carriageway Span Vents
x Length
(m)
Imp. Code
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Type sec
4
4
4
4
4
4
4
4
4
4
4
5
8
5
4A4A
4A
4A
4A
8
8
8
8
8
4A
4A
4A
4A
4A
4A
4A
4A
5
5
5
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S No Ch Total
Nos spans Span Nos spans Span length Nos Cways W of C way Nos Cways
77 1049+830 1 2 2 1 23 1
86 1047+771 1 5 5 1 23 1
128 1040+372 1 1.5 1.5 1 23 1
133 1039+453 1 4.6 4.6 1 23 1
143 1038+118 1 4 4 1 23 1144 1038+018 1 2 2 1 23 1
153 1035+768 1 2 2 1 23 1
158 1034+384 1 1.5 1.5 1 23 1
159 1034+375 1 1.5 1.5 1 23 1
160 1034+225 1 5 5 1 23 1
125 1040+993 1 2 2 1 23 1
1 1076+380 1 2.3 2.3 1 23 1
5 1073+530 1 1.2 1.2 1 23 1
8 1072+990 1 1.2 1.2 1 23 1
9 1072+410 1 1.5 1.5 1 23 1
12 1071+170 1 2.5 2.5 1 23 1
13 1070+500 1 1.5 1.5 1 23 114 1069+952 1 1.9 1.9 1 23 1
16 1069+373 1 2.5 2.5 1 23 1
18 1068+043 1 2 2 1 23 1
21 1067+726 1 1.7 1.7 1 23 1
25 1066+059 1 1.1 1.1 1 23 1
45 1063+535 1 4.5 4.5 1 23 1
46 1063+471 1 4.26 4.26 1 23 1
47 1063+132 1 4.26 4.26 1 23 1
48 1061+996 1 4.2 4.2 1 23 1
49 1061+587 1 2.44 2.44 1 23 1
50 1061+413 1 5.46 5.46 1 23 1
51 1055+434 1 4.4 4.4 1 23 162 1053+525 1 1.2 1.2 1 23 1
63 1053+266 1 5.6 5.6 1 23 1
72 1051+32 1 5 5 1 23 1
89 1047+123 1 1 1 1 23 1
120 1042+145 1 3.6 3.6 1 23 1
148 1036+773 1 4 4 1 23 1
10 1072+050 1 1.4 1.4 1 23 1
11 1071+740 1 2.5 2.5 1 23 1
Span Arrangement Exg Width Arrangement Pro Width
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Total Area Imp code Typ sec Remarks
W of C way Nos Cways W of C way width Sqm
30 1 8 8 16 1 4
30 1 8 8 40 1 4
30 1 8 8 12 1 4
30 1 8 8 36.8 1 4
30 1 8 8 32 1 430 1 8 8 16 1 4
30 1 8 8 16 1 4
30 1 8 8 12 1 4
30 1 8 8 12 1 4
30 1 8 8 40 1 4
30 1 8 8 16 1 4
30 1 8 8 18.4 2 5
30 1 8 8 9.6 2 8
30 1 8 8 9.6 2 5
30 1 8 8 12 2 4A
30 1 8 8 20 2 4A
30 1 8 8 12 2 4A30 1 8 8 15.2 2 4A
30 1 8 8 20 2 4A
30 1 8 8 16 2 8
30 1 8 8 13.6 2 8
30 1 8 8 8.8 2 8
30 1 8 8 36 2 8
30 1 8 8 34.08 2 8
30 1 8 8 34.08 2 4A
30 1 8 8 33.6 2 4A
30 1 8 8 19.52 2 4A
30 1 8 8 43.68 2 4A
30 1 8 8 35.2 2 4A30 1 8 8 9.6 2 4A
30 1 8 8 44.8 2 4A
30 1 8 8 40 2 4A
30 1 8 8 8 2 5
30 1 8 8 28.8 2 5
30 1 8 8 32 2 5
75 1 53 53 74.2 5 4A
75 1 53 53 132.5 5 8
1010.06
rrangement Req Width Arrangement
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S No Ch Total Total
Nos spans Span Nos spans Span length Nos Cways W of C way width
17 1068+314 1 2.5 2.5 1 48 48
167 1026+355 1 6.1 6.1 1 30 30
2 1075+7 1 2.5 2.5 1 48 48
3 1075+120 1 2 2 1 49.3 49.3
4 1073+700 1 1.2 1.2 1 49.3 49.3
59 1054+372 3 1.8 5.4 1 49.3 49.369 1052+001 1 1.1 1.1 1 49.3 49.3
74 1050+508 1 2 2 1 75 75
163 1033+668 1 3 3 1 49.3 49.3
Span Arrangement Width Arrangement
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Area Imp code Typ sec Remarks
Sqm
120 3 5 MC+Sr rd
183 3 6 MC
120 4 5 MC+Sr rd
98.6 4 8 MC+Sr rd
59.16 4 8 MC+Sr rd
266.22 4 8 MC+Sr rd54.23 4 8 MC+Sr rd
150 4 9 MC+Sr rd
147.9 4 8 MC+Sr rd
1199.11
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S No Ch Height of Total
Nos spans Span Nos spans Span box length Nos Cways W of C way
1 1076+380 1 2.3 2.3 2 9.5
5 1073+530 1 1.2 1.2 2 9.5
8 1072+990 1 1.2 1.2 2 9.5
9 1072+410 1 1.5 1.5 2 9.5
12 1071+170 1 2.5 2.5 2 9.513 1070+500 1 1.5 1.5 2 9.5
14 1069+952 1 1.9 1.9 2 9.5
16 1069+373 1 2.5 2.5 2 9.5
18 1068+043 1 2 2 2 9.5
21 1067+726 1 1.7 1.7 2 9.5
25 1066+059 1 1.1 1.1 2 9.5
45 1063+535 1 4.5 4.5 2 9.5
46 1063+471 1 4.26 4.26 2 9.5
47 1063+132 1 4.26 4.26 2 9.5
48 1061+996 1 4.2 4.2 2 9.5
49 1061+587 1 2.44 2.44 2 9.5
50 1061+413 1 5.46 5.46 2 9.5
51 1055+434 1 4.4 4.4 2 9.5
62 1053+525 1 1.2 1.2 2 9.5
63 1053+266 1 5.6 5.6 2 9.5
72 1051+32 1 5 5 2 9.5
89 1047+123 1 1 1 2 9.5
120 1042+145 1 3.6 3.6 2 9.5
148 1036+773 1 4 4 2 9.5
(b) New Culverts in Vijayawada Bypass
1 1+260 1 4 2 4 1 26
2 1+520 1 5 3 5 1 26
3 5+030 1 4 2 4 1 264 5+560 1 5 2 5 1 26
5 7+030 1 5 3 5 1 26
6 7+680 1 5 3 5 1 26
9 10+710 1 5 2 5 1 26
10 17+570 1 5 2 5 1 26
15 19+960 1 4 2 4 1 26
25 27+690 1 5 3 5 1 26
29 28+900 1 4 2 4 1 26
38 33+070 1 5 3 5 1 26
53 42+230 1 4 2 4 1 26
(c) New Culverts in Hanuman Junction Bypass
57 1+820 1 4 2 4 1 33
59 2+060 1 5 2 5 1 33
66 5+060 1 4 2 4 1 33
67 5+540 1 4 2 4 1 33
Width ArrangementSpan Arrangement
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Total Area Imp code Typ sec Remarks
width Sqm
19 43.7 2 5 Service road bridge on both sides
19 22.8 2 8 Service road bridge on both sides
19 22.8 2 5 Service road bridge on both sides
19 28.5 2 4A Service road bridge on both sides
19 47.5 2 4A Service road bridge on both sides19 28.5 2 4A Service road bridge on both sides
19 36.1 2 4A Service road bridge on both sides
19 47.5 2 4A Service road bridge on both sides
19 38 2 8 Service road bridge on both sides
19 32.3 2 8 Service road bridge on both sides
19 20.9 2 8 Service road bridge on both sides
19 85.5 2 8 Service road bridge on both sides
19 80.94 2 8 Service road bridge on both sides
19 80.94 2 4A Service road bridge on both sides
19 79.8 2 4A Service road bridge on both sides
19 46.36 2 4A Service road bridge on both sides
19 103.74 2 4A Service road bridge on both sides
19 83.6 2 4A Service road bridge on both sides
19 22.8 2 4A Service road bridge on both sides
19 106.4 2 4A Service road bridge on both sides
19 95 2 4A Service road bridge on both sides
19 19 2 5 Service road bridge on both sides
19 68.4 2 5 Service road bridge on both sides
19 76 2 5 Service road bridge on both sides
26 104 1
26 130 1
26 104 126 130 1
26 130 1
26 130 1
26 130 1
26 130 3
26 104 1
26 130 1
26 104 1
26 130 1
26 104 1
33 132 4
33 165 4
33 132 4
33 132 4
3438.08
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no span length total length
1 1064+415 1 6 6
2 1040+684 1 8.8 8.8
* The total width excludes the gap between two super structures, which will be
Pedestrian/Cattle Underpasses to be Repaired and WSpan arrangement (m)
S. No Chainage km
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Nos of CwaysW of each
cway
2 13.4 Repair approach slab settlement
2 13.4Repair approach slab settlement.
Repair damaged railing.
dictated by the roadway alignment
Remark
idenedWidth of the structure in m
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S No Ch Total
Nos spans Span Nos spans Span length Nos Cways
1 1064+415 1 6 6 2
2 1040+684 1 8.8 8.8 2
Span Arrangement Exg Width
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Total Area Imp code Typ sec
W of C way Nos Cways W of C way Nos Cways W of C way width Sqm
12 2 13.4 2 2.4 4.8 28.8
12 2 13.4 3 2.4 7.2 63.36
rrangement Pro Width Arrangement Req Width Arrangement
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Remarks
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S No Ch Total Minimum
Nos spans Span Nos spans Span Nos spans Span length V clearence
Vijayawada Bypass 0
1 3+980 1 7.5 7.5 3.5
2 22+800 1 7.5 7.5 3.5
3 24+695 1 7.5 7.5 3.5
4 35+950 1 7.5 7.5 3.5
5 40+080 1 7.5 7.5 3.5
6 41+120 1 7.5 7.5 3.5
Vijayawada Gundugolanu Section 0 3.5
7 1073+705 1 7.5 7.5 3.5
8 1068+955 1 7.5 7.5 3.5
9 1067+920 1 7.5 7.5 3.5
10 1066+180 1 7.5 7.5 3.5
11 1065+260 1 7.5 7.5 3.5
12 1054+310 1 7.5 7.5 3.5
13 1051+940 1 7.5 7.5 3.5
Span Arrangement
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Total Area Imp code Typ sec Remarks
Nos Cways W of C way width Sqm
0 0
2 12 24 180
2 12 24 180
2 12 24 180
2 12 24 180
2 12 24 180
2 12 24 180
2 13.4 26.8 201 Atkur
2 13.4 26.8 201 Telaprolu Access
2 13.4 26.8 201 Ambapuram
2 13.4 26.8 201 Kodurupadu Acecess
2 13.4 26.8 201 Veeravalli
2 13.4 26.8 201 Bommuluru
2 13.4 26.8 201 Dasarigudem
Width Arrangement
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Structure Inventory for NH-5 Vijaywada - Gundugolanu Highway
MIBs
Widening of MIBs
os span Span Height width
15 1026+335RW 1 6.80 3.50 6.45 6.80 6
15 1026+335LW 1 6.80 3.50 6.45 6.80 6
9 1043+091RW 1 8.80 4.50 4.20 8.80 4
9 1043+091LW 1 8.80 4.50 4.20 8.80 4
10 1043+055RW 1 8.80 4.50 4.20 8.80 4
10 1043+055LW 1 8.80 4.50 4.20 8.80 4
11 1037+246RW 1 9.30 3.00 2.40 9.30 4
11 1037+246LW 1 9.30 3.00 2.40 9.30 4
6 1062+540RW 2 3.90 2.50 6.00 7.80 4A
6 1062+540LW 2 3.90 2.50 6.00 7.80 4A
17 1022+851RW 2 7.20 3.00 4.20 14.40 417 1022+851LW 4 3.60 3.00 7.95 14.40 4
1 1075+820RW 3 4.45 3.00 4.20 13.35 4A
1 1075+820LW 3 4.45 3.00 5.90 13.35 4A
12 1036+052RW 3 5.20 2.50 4.20 15.60 4
12 1036+052LW 3 5.20 2.50 4.20 15.60 4
5 1065+78RW 3 5.75 2.75 4.20 17.25 5
5 1065+78LW 3 5.75 2.75 5.80 17.25 5
3 1068+844RW 3 6.75 4.50 4.20 20.25 8
3 1068+844LW 3 6.75 4.50 5.90 20.25 8
2 1072+737RW 3 6.80 2.50 6.00 20.40 5
2 1072+737LW 3 6.80 2.50 7.90 20.40 5
8 1048+338RW 5 6.00 4.50 5.90 30.00 4
8 1048+338LW 5 6.00 4.50 5.90 30.00 4
14 1030+415RW 5 6.40 3.50 7.65 32.00 8
14 1030+415LW 5 6.40 3.50 5.85 32.00 8
4 1067+326RW 6 6.75 5.00 5.90 40.50 4A
4 1067+326LW 6 6.75 5.00 7.70 40.50 4A
16 1024+188RW 7 6.70 3.00 7.70 46.90 6
16 1024+188LW 7 6.70 3.00 7.70 46.90 6
7 1055+743RW 8 5.75 8.00 5.95 46.00 4A
7 1055+743LW 8 5.75 8.00 4.90 46.00 4A
New Construction of MIBs
S No Ch Span Arrangement Total Total Typ sec
Nos span Span Height width length
11 1037+246RN 1 9.30 3.00 9.50 9.30 4
11 1037+246LN 1 9.30 3.00 9.50 9.30 4
6 1062+540RN 2 3.90 2.50 9.50 7.80 4A
6 1062+540LN 2 3.90 2.50 9.50 7.80 4A
17 1022+851RN 2 7.20 3.00 9.50 14.40 4
1 1075+820RN 3 4.45 3.00 9.50 13.35 4A
1 1075+820LN 3 4.45 3.00 9.50 13.35 4A
Sr. No. ChainageSpan Arrangement Total
LengthTypical
C/S
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os span Span Height widthSr. No. Chainage
Span Arrangement Total
Length
Typical
C/S
5 1065+78RN 3 5.75 2.75 9.50 17.25 5
5 1065+78LN 3 5.75 2.75 9.50 17.25 5
3 1068+844RN 3 6.75 4.50 9.50 20.25 8
3 1068+844LN 3 6.75 4.50 9.50 20.25 8
2 1072+737RN 3 6.80 2.50 9.50 20.40 5
2 1072+737LN 3 6.80 2.50 9.50 20.40 5
14 1030+415RN 5 6.40 3.50 9.50 32.00 8
4 1067+326RN 6 6.75 3.50 9.50 40.50 4A
4 1067+326LN 6 6.75 5.00 9.50 40.50 4A
7 1055+743RN 8 5.75 8.00 9.50 46.00 4A
(b) New Minor Bridges for Vijayawada Bypass
5 10+450 1 4.00 2.00 24.00 4.00
27 44+950 1 4.00 2.00 24.00 4.00
6 10+980 1 5.00 2.00 24.00 5.00
24 42+690 1 5.00 2.00 24.00 5.00
25 43+880 1 5.00 2.00 24.00 5.00
4 9+560 1 5.00 3.00 24.00 5.00
10 22+035 1 5.00 3.00 24.00 5.00
15 26+350 1 5.00 3.00 24.00 5.0021 35+250 1 6.00 2.00 24.00 6.00
7 13+020 2 4.00 2.00 24.00 8.00
8 19+305 2 4.00 2.00 24.00 8.00
11 22+815 2 4.00 2.00 24.00 8.00
14 24+850 2 4.00 2.00 24.00 8.00
19 33+715 2 4.00 2.00 24.00 8.00
13 24+350 2 5.00 2.00 24.00 10.00
2 5+840 2 5.00 3.00 24.00 10.00
(c) New Minor Bridges for Hanuman Junction bypass
1 2+750 1 7.50 3.50 30.40 7.50
(d) New Minor Bridges on Service Roads
8 1037+246S 1 9.30 3.00 17.40 9.306 1062+540S 2 3.90 2.50 17.40 7.80
10 1022+851S 2 7.20 3.00 8.70 14.40
1 1075+820S 3 4.45 3.00 17.40 13.35
5 1065+780S 3 5.75 2.75 17.40 17.25
3 1068+844S 3 6.75 4.50 17.40 20.25
2 1072+737S 3 6.80 2.50 17.40 20.40
9 1030+415S 5 6.40 3.50 8.70 32.00
4 1067+326S 6 6.75 5.00 17.40 40.50
7 1055+743S 8 5.75 8.00 17.40 46.00
(e) New Minor Bridges on Service Roads in Vijayawada bypass
1 22+815 2 4.00 6.00 17.40 8.00
2 24+850 2 4.00 3.50 17.40 8.00
Box Culverts
os span Span Height width
89 1047+123 1 1.00 1.00 8.00 1.00 5
25 1066+059 1 1.10 1.00 8.00 1.10 8
5 1073+530 1 1.20 1.20 8.00 1.20 8
8 1072+990 1 1.20 1.20 8.00 1.20 5
Sr. No. ChainageSpan Arrangement Total
Length
Typical
C/S
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os span Span Height widthSr. No. Chainage
Span Arrangement Total
Length
Typical
C/S
62 1053+525 1 1.20 1.20 8.00 1.20 4A
10 1072+050 1 1.40 1.50 53.00 1.40 4A
128 1040+372 1 1.50 1.50 8.00 1.50 4
158 1034+384 1 1.50 1.50 8.00 1.50 4
159 1034+375 1 1.50 1.50 8.00 1.50 4
9 1072+410 1 1.50 1.50 8.00 1.50 4A
13 1070+500 1 1.50 1.50 8.00 1.50 4A
21 1067+726 1 1.70 1.50 8.00 1.70 8
14 1069+952 1 1.90 1.50 8.00 1.90 4A
77 1049+830 1 2.00 2.00 8.00 2.00 4
144 1038+018 1 2.00 2.00 8.00 2.00 4
153 1035+768 1 2.00 2.00 8.00 2.00 4
125 1040+993 1 2.00 2.00 8.00 2.00 4
18 1068+043 1 2.00 2.00 8.00 2.00 8
1 1076+380 1 2.30 2.00 8.00 2.30 5
49 1061+587 1 2.44 2.00 8.00 2.44 4A
12 1071+170 1 2.50 2.50 8.00 2.50 4A
16 1069+373 1 2.50 2.50 8.00 2.50 4A
11 1071+740 1 2.50 2.50 53.00 2.50 8120 1042+145 1 3.60 3.00 8.00 3.60 5
143 1038+118 1 4.00 3.00 8.00 4.00 4
148 1036+773 1 4.00 3.00 8.00 4.00 5
48 1061+996 1 4.20 3.00 8.00 4.20 4A
46 1063+471 1 4.26 3.00 8.00 4.26 8
47 1063+132 1 4.26 3.00 8.00 4.26 4A
51 1055+434 1 4.40 3.00 8.00 4.40 4A
45 1063+535 1 4.50 3.00 8.00 4.50 8
133 1039+453 1 4.60 3.50 8.00 4.60 4
86 1047+771 1 5.00 3.50 8.00 5.00 4
160 1034+225 1 5.00 3.50 8.00 5.00 4
72 1051+32 1 5.00 3.50 8.00 5.00 4A50 1061+413 1 5.46 3.50 8.00 5.46 4A
63 1053+266 1 5.60 3.50 8.00 5.60 4A
69 1052+001 1 1.10 1.00 49.30 1.10 8
4 1073+700 1 1.20 1.00 49.30 1.20 8
3 1075+120 1 2.00 1.50 49.30 2.00 8
74 1050+508 1 2.00 1.50 75.00 2.00 9
17 1068+314 1 2.50 2.00 48.00 2.50 5
2 1075+7 1 2.50 2.00 75.00 2.50 5
163 1033+668 1 3.00 2.50 49.30 3.00 8
167 1026+355 1 6.10 3.00 30.00 6.10 6
59 1054+372 3 1.80 1.50 49.30 5.40 8
89 1047+123 1 1.00 1.00 19.00 1.00 5
25 1066+059 1 1.10 1.00 19.00 1.10 8
5 1073+530 1 1.20 1.00 19.00 1.20 8
8 1072+990 1 1.20 1.00 19.00 1.20 5
62 1053+525 1 1.20 1.00 19.00 1.20 4A
9 1072+410 1 1.50 1.50 19.00 1.50 4A
13 1070+500 1 1.50 1.50 19.00 1.50 4A
21 1067+726 1 1.70 1.50 19.00 1.70 8
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os span Span Height widthSr. No. Chainage
Span Arrangement Total
Length
Typical
C/S
14 1069+952 1 1.90 1.50 19.00 1.90 4A
18 1068+043 1 2.00 2.00 19.00 2.00 8
1 1076+380 1 2.30 2.00 19.00 2.30 5
49 1061+587 1 2.44 2.00 19.00 2.44 4A
12 1071+170 1 2.50 2.00 19.00 2.50 4A
16 1069+373 1 2.50 2.00 19.00 2.50 4A
120 1042+145 1 3.60 2.50 19.00 3.60 5
148 1036+773 1 4.00 2.50 19.00 4.00 5
48 1061+996 1 4.20 2.50 19.00 4.20 4A
46 1063+471 1 4.26 2.50 19.00 4.26 8
47 1063+132 1 4.26 2.50 19.00 4.26 4A
51 1055+434 1 4.40 3.00 19.00 4.40 4A
45 1063+535 1 4.50 3.00 19.00 4.50 8
72 1051+32 1 5.00 3.00 19.00 5.00 4A
50 1061+413 1 5.46 3.00 19.00 5.46 4A
63 1053+266 1 5.60 3.00 19.00 5.60 4A
1 1+260 1 4.00 2.00 26.00 4.00 1
3 5+030 1 4.00 2.00 26.00 4.00 1
15 19+960 1 4.00 2.00 26.00 4.00 129 28+900 1 4.00 2.00 26.00 4.00 1
53 42+230 1 4.00 2.00 26.00 4.00 1
2 1+520 1 5.00 3.00 26.00 5.00 1
4 5+560 1 5.00 2.00 26.00 5.00 1
5 7+030 1 5.00 3.00 26.00 5.00 1
6 7+680 1 5.00 3.00 26.00 5.00 1
9 10+710 1 5.00 2.00 26.00 5.00 1
10 17+570 1 5.00 2.00 26.00 5.00 3
25 27+690 1 5.00 3.00 26.00 5.00 1
38 33+070 1 5.00 3.00 26.00 5.00 1
57 1+820 1 4.00 2.00 33.00 4.00 4
66 5+060 1 4.00 2.00 33.00 4.00 467 5+540 1 4.00 2.00 33.00 4.00 4
59 2+060 1 5.00 2.00 33.00 5.00 4
VUP/CUP
os span Span Height width
1 1064+415 1 6.00 3.50 4.80 6.00
2 1040+684 1 8.80 3.50 7.20 8.80
1 3+980 1 7.50 3.50 24.00 7.50
2 22+800 1 7.50 3.50 24.00 7.503 24+695 1 7.50 3.50 24.00 7.50
4 35+950 1 7.50 3.50 24.00 7.50
5 40+080 1 7.50 3.50 24.00 7.50
6 41+120 1 7.50 3.50 24.00 7.50
7 1073+705 1 7.50 3.50 26.80 7.50
8 1068+955 1 7.50 3.50 26.80 7.50
9 1067+920 1 7.50 3.50 26.80 7.50
10 1066+180 1 7.50 3.50 26.80 7.50
11 1065+260 1 7.50 3.50 26.80 7.50
Sr. No. ChainageSpan Arrangement Total
Length
Typical
C/S
-
7/30/2019 111230 Str Inventry
68/72
os span Span Height widthSr. No. Chainage
Span Arrangement Total
Length
Typical
C/S
12 1054+310 1 7.50 3.50 26.80 7.50
13 1051+940 1 7.50 3.50 26.80 7.50
-
7/30/2019 111230 Str Inventry
69/72
-
7/30/2019 111230 Str Inventry
70/72
os span Span Height widthSr. No. Chainage
Span Arrangement Total
Length
Typical
C/S
5 1065+78LW 3 5.75 2.75 5.80 17.25 5
5 1065+78RN 3 5.75 2.75 9.50 17.25 5
5 1065+78LN 3 5.75 2.75 9.50 17.25 5
5 1065+780S 3 5.75 2.75 17.40 17.25
3 1068+844RW 3 6.75 4.50 4.20 20.25 8
3 1068+844LW 3 6.75 4.50 5.90 20.25 8
3 1068+844RN 3 6.75 4.50 9.50 20.25 8
3 1068+844LN 3 6.75 4.50 9.50 20.25 8
3 1068+844S 3 6.75 4.50 17.40 20.25
2 1072+737RW 3 6.80 2.50 6.00 20.40 5
2 1072+737LW 3 6.80 2.50 7.90 20.40 5
2 1072+737RN 3 6.80 2.50 9.50 20.40 5
2 1072+737LN 3 6.80 2.50 9.50 20.40 5
2 1072+737S 3 6.80 2.50 17.40 20.40
8 1048+338RW 5 6.00 4.50 5.90 30.00 4
8 1048+338LW 5 6.00 4.50 5.90 30.00 4
14 1030+415RW 5 6.40 3.50 7.65 32.00 8
14 1030+415LW 5 6.40 3.50 5.85 32.00 8
14 1030+415RN 5 6.40 3.50 9.50 32.00 89 1030+415S 5 6.40 3.50 8.70 32.00
4 1067+326RN 6 6.75 3.50 9.50 40.50 4A
4 1067+326RW 6 6.75 5.00 5.90 40.50 4A
4 1067+326LW 6 6.75 5.00 7.70 40.50 4A
4 1067+326LN 6 6.75 5.00 9.50 40.50 4A
4 1067+326S 6 6.75 5.00 17.40 40.50
16 1024+188RW 7 6.70 3.00 7.70 46.90 6
16 1024+188LW 7 6.70 3.00 7.70 46.90 6
7 1055+743RW 8 5.75 8.00 5.95 46.00 4A
7 1055+743LW 8 5.75 8.00 4.90 46.00 4A
7 1055+743RN 8 5.75 8.00 9.50 46.00 4A
7 1055+743S 8 5.75 8.00 17.40 46.00
Box Culverts
os span Span Height width
89 1047+123 1 1.00 1.00 8.00 1.00 5
89 1047+123 1 1.00 1.00 19.00 1.00 5
25 1066+059 1 1.10 1.00 8.00 1.10 8
69 1052+001 1 1.10 1.00 49.30 1.10 8
25 1066+059 1 1.10 1.00 19.00 1.10 8
4 1073+700 1 1.20 1.00 49.30 1.20 8
5 1073+530 1 1.20 1.00 19.00 1.20 88 1072+990 1 1.20 1.00 19.00 1.20 5
62 1053+525 1 1.20 1.00 19.00 1.20 4A
5 1073+530 1 1.20 1.20 8.00 1.20 8
8 1072+990 1 1.20 1.20 8.00 1.20 5
62 1053+525 1 1.20 1.20 8.00 1.20 4A
10 1072+050 1 1.40 1.50 53.00 1.40 4A
128 1040+372 1 1.50 1.50 8.00 1.50 4
158 1034+384 1 1.50 1.50 8.00 1.50 4
159 1034+375 1 1.50 1.50 8.00 1.50 4
Sr. No. ChainageSpan Arrangement Total
Length
Typical
C/S
-
7/30/2019 111230 Str Inventry
71/72
os span Span Height widthSr. No. Chainage
Span Arrangement Total
Length
Typical
C/S
9 1072+410 1 1.50 1.50 8.00 1.50 4A
13 1070+500 1 1.50 1.50 8.00 1.50 4A
9 1072+410 1 1.50 1.50 19.00 1.50 4A
13 1070+500 1 1.50 1.50 19.00 1.50 4A
21 1067+726 1 1.70 1.50 8.00 1.70 8
21 1067+726 1 1.70 1.50 19.00 1.70 8
14 1069+952 1 1.90 1.50 8.00 1.90 4A
14 1069+952 1 1.90 1.50 19.00 1.90 4A
3 1075+120 1 2.00 1.50 49.30 2.00 8
74 1050+508 1 2.00 1.50 75.00 2.00 9
77 1049+830 1 2.00 2.00 8.00 2.00 4
144 1038+018 1 2.00 2.00 8.00 2.00 4
153 1035+768 1 2.00 2.00 8.00 2.00 4
125 1040+993 1 2.00 2.00 8.00 2.00 4
18 1068+043 1 2.00 2.00 8.00 2.00 8
18 1068+043 1 2.00 2.00 19.00 2.00 8
1 1076+380 1 2.30 2.00 8.00 2.30 5
1 1076+380 1 2.30 2.00 19.00 2.30 5
49 1061+587 1 2.44 2.00 8.00 2.44 4A49 1061+587 1 2.44 2.00 19.00 2.44 4A
17 1068+314 1 2.50 2.00 48.00 2.50 5
2 1075+7 1 2.50 2.00 75.00 2.50 5
12 1071+170 1 2.50 2.00 19.00 2.50 4A
16 1069+373 1 2.50 2.00 19.00 2.50 4A
12 1071+170 1 2.50 2.50 8.00 2.50 4A
16 1069+373 1 2.50 2.50 8.00 2.50 4A
11 1071+740 1 2.50 2.50 53.00 2.50 8
163 1033+668 1 3.00 2.50 49.30 3.00 8
120 1042+145 1 3.60 2.50 19.00 3.60 5
120 1042+145 1 3.60 3.00 8.00 3.60 5
1 1+260 1 4.00 2.00 26.00 4.00 13 5+030 1 4.00 2.00 26.00 4.00 1
15 19+960 1 4.00 2.00 26.00 4.00 1
29 28+900 1 4.00 2.00 26.00 4.00 1
53 42+230 1 4.00 2.00 26.00 4.00 1
57 1+820 1 4.00 2.00 33.00 4.00 4
66 5+060 1 4.00 2.00 33.00 4.00 4
67 5+540 1 4.00 2.00 33.00 4.00 4
148 1036+773 1 4.00 2.50 19.00 4.00 5
143 1038+118 1 4.00 3.00 8.00 4.00 4
148 1036+773 1 4.00 3.00 8.00 4.00 5
48 1061+996 1 4.20 2.50 19.00 4.20 4A
48 1061+996 1 4.20 3.00 8.00 4.20 4A
46 1063+471 1 4.26 2.50 19.00 4.26 8
47 1063+132 1 4.26 2.50 19.00 4.26 4A
46 1063+471 1 4.26 3.00 8.00 4.26 8
47 1063+132 1 4.26 3.00 8.00 4.26 4A
51 1055+434 1 4.40 3.00 8.00 4.40 4A
51 1055+434 1 4.40 3.00 19.00 4.40 4A
45 1063+535 1 4.50 3.00 8.00 4.50 8
45 1063+535 1 4.50 3.00 19.00 4.50 8
133 1039+453 1 4.60 3.50 8.00 4.60 4
-
7/30/2019 111230 Str Inventry
72/72
os span Span Height widthSr. No. Chainage
Span Arrangement Total
Length
Typical
C/S
4 5+560 1 5.00 2.00 26.00 5.00 1
9 10+710 1 5.00 2.00 26.00 5.00 1
10 17+570 1 5.00 2.00 26.00 5.00 3
59 2+060 1 5.00 2.00 33.00 5.00 4
72 1051+32 1 5.00 3.00 19.00 5.00 4A
2 1+520 1 5.00 3.00 26.00 5.00 1
5 7+030 1 5.00 3.00 26.00 5.00 1
6 7+680 1 5.00 3.00 26.00 5.00 1
25 27+690 1 5.00 3.00 26.00 5.00 1
38 33+070 1 5.00 3.00 26.00 5.00 1
86 1047+771 1 5.00 3.50 8.00 5.00 4
160 1034+225 1 5.00 3.50 8.00 5.00 4
72 1051+32 1 5.00 3.50 8.00 5.00 4A
50 1061+413 1 5.46 3.00 19.00 5.46 4A
50 1061+413 1 5.46 3.50 8.00 5.46 4A
63 1053+266 1 5.60 3.00 19.00 5.60 4A
63 1053+266 1 5.60 3.50 8.00 5.60 4A
167 1026+355 1 6.10 3.00 30.00 6.10 6
59 1054+372 3 1.80 1.50 49.30 5.40 8
VUP/CUP
os span Span Height width
1 1064+415 1 6.00 3.50 4.80 6.00
1 3+980 1 7.50 3.50 24.00 7.50
2 22+800 1 7.50 3.50 24.00 7.50
3 24+695 1 7.50 3.50 24.00 7.50
4 35+950 1 7.50 3.50 24.00 7.50
5 40+080 1 7.50 3.50 24.00 7.50
6 41+120 1 7.50 3.50 24.00 7.507 1073+705 1 7.50 3.50 26.80 7.50
8 1068+955 1 7.50 3.50 26.80 7.50
9 1067+920 1 7.50 3.50 26.80 7.50
10 1066+180 1 7.50 3.50 26.80 7.50
11 1065+260 1 7.50 3.50 26.80 7.50
12 1054+310 1 7.50 3.50 26.80 7.50
13 1051+940 1 7.50 3.50 26.80 7.50
2 1040+684 1 8.80 3.50 7.20 8.80
Sr. No. ChainageSpan Arrangement Total
Length
Typical
C/S