J B INFRASTRUCTURE Job No.

: THE-2021-22-14

Client: National Highways Authority of India Calc. No.: STR-01

Rehabilitation of and upgradation to 4-laning 0f NH-23 from
KM 240+250 i.e, Brahmani Bypass end Beside BNR Weight
Project: Rev. No.: R0
Bridge to KM 287+200i.e, Rajamunda section in the state of
Odisha under NHDP-IV Package-1-B
Title: Design of Over Head Sign Board Date: 11-Jun-22

1 Dead Load (DL)

Self weight= Directly applied in Staad Pro

Load of Sign board = 1.2 X 16

= 9.6 kg/m

3 Wind Load
Basic Wind Speed Vb = 44 met/sec
Terrain Category = 2
Class = B
K1 = 1 (Considering 25 Years of Design life)
K2 = 1 (Terrain Category 2 )
K3 = 1

Design Wind Speed Vz = Vb x K1 x K2 x K3

= 44 met/sec
Design Wind Pressure Pz = 0.6 x Vz2
2
= 1.16 kN/met
Design Wind Pressure Pd = KdKaKcPz
= 1.00 X 1.16
= 1.16 kN/met2
Horizontal load

Pressure Coefficient = 1.3 (As per Table-26 IS875-Part-3)

(IS 875- Part-III)
UDL = 1.162 X 1.3 X 1.20 = 0.91 kN/m
2

Pressure Coefficient = 0.6 (Circular column)

(IS 875- Part-III)
UDL = 1.162 X 0.6 X 0.32 = 0.23 kN/m

4 1.0 (DL + LL)

5 1.0 (DL + W)
6 1.0 (DL + LL + W)
 Geo Designs & Research (P) Ltd., Vadodara Job No.: THE-2021-22-14

Client: National Highways Authority of India Calc. No.: STR-014-10

Rehabilitation of and upgradation to 4-laning 0f NH-23 from KM 240+250 i.e, Brahmani
Project: Bypass end Beside BNR Weight Bridge to KM 287+200i.e, Rajamunda section in the state of Rev. No.: R0
Odisha under NHDP-IV Package-1-B
Title: Design of Over Head Sign Board Date: 11-Jun-22

Design of Anchore Bolt and Base Plate

Z
Width of Plate (Lx) = 500 mm
Length of Plate (Lz) = 500 mm
Thickness of Plate = 25 mm
Size of Column = 323 mm X X

Area of Plate = 250000 mm2

Zxx = 20833333 mm3
Zzz = 20833333 mm3 Z
2
Allowable bearing stress = 7 N/mm Nos. of Foundation Bolt
for M20 Grade of Concrete LA 0.400
Pmax =
P/A + Mxx/Zxx + Mzz/Zzz
Pmin =
P/A - Mxx/Zxx - Mzz/Zzz
Direct Load on bolt =
Force-Y/ Nos of Bolt
Tension on bolt =
Abs(moment/LA)
Nos of Bolt at face
Net Tension on bolt = Direct Load on bolt + Tension on bolt due to Mx + Tension on bolt due to Mz

Tension on Tension on
Force-Y Moment- Moment- Direct Load Net Tension
Node L/C P/A Mxx/Zxx Mzz/Zzz Pmax Pmin bolt due to bolt due to
kN X kNm Z kNm on bolt on bot
Mx Mz
195 5 7 0 -0.808 0.03 0.00 0.04 0.07 -0.01 0.88 0.00 -0.67 0.20
195 6 11 -111.042 -1.212 0.04 5.33 0.06 5.43 -5.34 1.38 -92.54 -1.01 -92.17
195 7 7 -111.042 -0.727 0.03 5.33 0.03 5.39 -5.34 0.88 -92.54 -0.61 -92.27
205 5 7 0 0.808 0.03 0.00 0.04 0.07 -0.01 0.88 0.00 -0.67 0.20
205 6 11 -111.042 1.212 0.04 5.33 0.06 5.43 -5.34 1.38 -92.54 -1.01 -92.17
205 7 7 -111.042 0.727 0.03 5.33 0.03 5.39 -5.34 0.88 -92.54 -0.61 -92.27
 Geo Designs & Research (P) Ltd., Vadodara Job No.: THE-2021-22-14

Client: National Highways Authority of India Calc. No.: STR-014-10

Rehabilitation of and upgradation to 4-laning 0f NH-23 from KM 240+250 i.e, Brahmani
Project: Bypass end Beside BNR Weight Bridge to KM 287+200i.e, Rajamunda section in the state of Rev. No.: R0
Odisha under NHDP-IV Package-1-B
Title: Design of Over Head Sign Board Date: 11-Jun-22

Max. Max.
Max. Max. Max. Max.
Comp. Tension
Axial Moment Moment Tension per
Stress Stress
Load Mxx Mzz bolt
N/mm N/mm2
2

11.00 0.00 1.21 5.43 -0.01 -92.266

7.00 -111.04 -1.21 Less than Allowable
Ultimate Tensile Strength of M20 Property Class 4.8 Foundation
Bolt = 103.00 kN > 92.27 X ok & Safe (IS1367-Part-3)
 Geo Designs & Research (P) Ltd., Vadodara Job No.: THE-2021-22-14

Client: National Highways Authority of India Calc. No.: STR-014-10

Rehabilitation of and upgradation to 4-laning 0f NH-23 from KM 240+250 i.e, Brahmani
Project: Bypass end Beside BNR Weight Bridge to KM 287+200i.e, Rajamunda section in the state of Rev. No.: R0
Odisha under NHDP-IV Package-1-B
Title: Design of Over Head Sign Board Date: 11-Jun-22

323

5.432
B

A C
163.542
5.344

247.96 252.042

500.000

Base Pressure Distribution Diagram for Node 61 Load Combination 7

 Geo Designs & Research (P) Ltd., Vadodara Job No.: THE-2021-22-14

Client: National Highways Authority of India Calc. No.: STR-014-10

Rehabilitation of and upgradation to 4-laning 0f NH-23 from KM 240+250 i.e, Brahmani
Project: Bypass end Beside BNR Weight Bridge to KM 287+200i.e, Rajamunda section in the state of Rev. No.: R0
Odisha under NHDP-IV Package-1-B
Title: Design of Over Head Sign Board Date: 11-Jun-22

Net Cantilever of Plate Beyound column Face = (Length of Base Plate - Outer dia of Column)/2
88.500 mm
Component of Stress at the face of Column 3.525 N/mm2

Moment at Face of Column = Area of Triangle ABC x CG distance + Area of Triangle BCD x CG Distance
M= 18783.2 N-mm

Permissible Bending Stress in Steel = 250.00 N/mm2

2
sbc = 250.00 N/mm

Section Modulus Required i.e Z = M

sbc
Z= 93.9162 mm3 ( = M*1.25/Fy)

Now

Therefore t = 24 mm

Provide Base Plate of Size 500 x 500 x 25 mm

along with 8 Nos. of M20 - Property Class 4.8 foundation bolt
 J B Infrastructure Job No.: THE-2021-22-14

Client: National Highways Authority of India Calc. No.: STR-01

Rehabilitation of and upgradation to 4-laning 0f NH-23 from KM
240+250 i.e, Brahmani Bypass end Beside BNR Weight Bridge to KM
Project: Rev. No.: R0
287+200i.e, Rajamunda section in the state of Odisha under NHDP-IV
Package-1-B
Title: Design of Over Head Sign Board Date: 11 June 2022

Design of Foundation
A. Merhodology
The foundation will be designed as open foundation (Isolated). For Isolated and combined footings in
house developed Spread Sheet will be used.
Column base reaction are taken from Staad

RCC Member Design

a) One-way and Two way Shear Check
Shear strength of Concrete (τC) should be greater than actual shear stress (τ V)
b) In Flexural
As per IS 456:2000 Limit-state Method

B. Soil Design

Width of Foundation // to X = 2.00 met

Length of Foundation // to Z = 2.60 met
Thickness of Foundation = 0.50 met
Foundation Depth From GL = 2.00 met
Self Wt. of Foundation = 65.00 kN
Wt. Of earth = 133.65 kN
Wt. Of Pedestal = 15.63 kN
2
Area of Foundation = 5.20 met
3
Zxx = 2.25 met
3
Zzz = 1.73 met
2
SBC of Soil = 100.00 kN/met (Assume)
Width of Pedestal (Lx) = 500.000 mm
Length of Pedestal (Lz) = 500.000 mm

Force-Y Moment- Moment-

Node L/C P/A Mxx/Zxx Mzz/Zzz Pmax Pmin P/A Pmax Pmin
kN X kNm Z kNm
147 3 24.00 0.00 -1.40 45.82 0.00 0.81 46.63 45.02 4.62 5.42 3.81
0 4 24.00 -98.63 -1.40 45.82 43.77 0.81 90.40 1.25 4.62 49.19 #####
175 3 24.00 0.00 1.40 45.82 0.00 0.81 46.63 45.02 4.62 5.42 3.81
0 4 24.00 -98.63 1.40 45.82 43.77 0.81 90.40 1.25 4.62 49.19 #####
2 2
Max. Stress kN/m Min. Stress kN/m Max. Stress Min. Stress
90.40 1.25 49.192 -39.961
Which less than SBC Which is Greater than Which less Which is
OK OK OK OK
 J B Infrastructure Job No.: THE-2021-22-14

Client: National Highways Authority of India Calc. No.: STR-01

Rehabilitation of and upgradation to 4-laning 0f NH-23 from KM
240+250 i.e, Brahmani Bypass end Beside BNR Weight Bridge to KM
Project: Rev. No.: R0
287+200i.e, Rajamunda section in the state of Odisha under NHDP-IV
Package-1-B
Title: Design of Over Head Sign Board Date: 11 June 2022

C. Design of Isolated Footing

01) SOIL DESIGN

Provided Width of Foundation // to X b = 2.00
Provided Length of Foundation // to Z l = 2.60
2
Strength of Concrete Grade N/mm Fck = 25.00
2
Strength of Steel Grade N/mm Fy = 500.00
Limiting moment of resisting factor Q = 3.45
02) FLEXURAL DESIGN
Pu = 49.192 x 1.33 x 1.2 =
2
Net Upward Pressure in kN/met Pu = 78.51
Net Cantilever for Z direction in mm Cxx = 700
Net Cantilever for X direction in mm Cyy = 1000

Moment @ X direction in kN-met. Mxx = 79

Resisting width of Section in mm = 2000
Depth Required in mm = 107
Moment @ Z direction in Kn-met. Myy = 50
Resisting width of Section in mm = 2600
Depth Required in mm = 75

Provide Overall Depth of Footing inDmm

= 500
Effective Depth in mm (Second Layer)
deff = 435
0.20745
% Steel Required for Mxx Ptxx = 0.05
2
 4 .6 Mu 
Area of Steel Required in mm Astxx = 419 1  1  x 2 
fck bxd
2 pt  50 x  
Minimum Steel Required in mm Astmin = 1044 fy
fck

Dia Nos.
10 20 = 1571
0 = 0
1571
% Steel Required for Mzz Ptzz = 0  4 .6 Mu 
2 1  1 x 2 
Area of Steel Required in mm Astzz = 266 fck bxd
pt  50 x  
2 fy
Minimum Steel Required in mm Astmin = 1357 fck

Dia Nos.
10 26 = 2042
0 0
2042
 J B Infrastructure Job No.: THE-2021-22-14

Client: National Highways Authority of India Calc. No.: STR-01

Rehabilitation of and upgradation to 4-laning 0f NH-23 from KM
240+250 i.e, Brahmani Bypass end Beside BNR Weight Bridge to KM
Project: Rev. No.: R0
287+200i.e, Rajamunda section in the state of Odisha under NHDP-IV
Package-1-B
Title: Design of Over Head Sign Board Date: 11 June 2022

03) ONE-WAY SHEAR CHECK

a Parallel to X-X axis
Shear at a dist. deff from face of
pedestal in kN Vxx = 88.72
Resisting width at dist. deff in mm Br1 = 2000.00 150.00
Effective depth at a dist deff in mm deff1 = 435.00
% Steel at a dist deff Pt1 = 0.18 ( IS:456, 2000, Page -73)
2
Shear strength of Concrete in N/mm tc = 0.32
2
Actual Shear Stress N/mm tv = 0.10
tc > tv Safe & OK

b Parallel to Z-Z axis

Shear at a dist. deff from face of
pedestal in kN Vzz = 115.33
Resisting widh at dist. deff in mm Br1 = 2600.00 150.00
Effective depth at a dist deff in mm deff1 = 435.00
% Steel at a dist deff Pt1 = 0.18 ( IS:456, 2000, Page -73)
2
Shear strength of Concrete in N/mm tc = 0.32
2
Actual Shear Stress N/mm tv = 0.10
tc > tv Safe & OK

D TWO-WAY SHEAR CHECK

Shear at a dist. deff/2 from face in KN V1 = 324.15

Resisting widht at a dist. deff/2 in mm Br2 = 4140.00
Effective depth at a dist. deff/2 in mm deff2 = 435.00
2
Actual Shear Stress N/mm tv = 0.18
2
 c  0 . 25 x fck
Shear strength of Concrete in N/mm Ks x tc = 1.25
Ks x tc > tv Safe & OK

Ks = (0.5 + bc) but not greater than 1 , bc being the ratio of short side to
long side of column or pedestal.
 11 January 2022 16:24

PAGE NO. 1

****************************************************
* *
* STAAD.Pro CONNECT Edition *
* Version 22.00.00.15 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= JAN 11, 2022 *
* Time= 16:23:48 *
* *
* Licensed to: only @ ::LAVTeam:: (R) *
****************************************************

1. STAAD SPACE
INPUT FILE: D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.STD
2. START JOB INFORMATION
3. ENGINEER DATE 05-AUG-19
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 2.75 6 0; 3 3.75 6 0; 4 4.75 6 0; 5 5.75 6 0; 6 8.75 6 0; 14 2.75 6.8 0
9. 16 3.75 6.8 0; 17 4.75 6.8 0; 18 5.75 6.8 0; 19 8.75 6.8 0; 53 -2.25001 6 0
10. 54 -2.25001 6.8 0; 119 -1.25001 6 0; 120 -1.25001 6.8 0; 123 1.75 6 0
11. 124 1.75 6.8 0; 127 0.75 6 0; 128 0.75 6.8 0; 131 -0.25001 6 0
12. 132 -0.25001 6.8 0; 135 -2.25001 0 0; 140 7.75 6 0; 142 7.75 6.8 0
13. 143 6.75 6 0; 144 6.75 6.8 0; 147 -2.25001 -2 0; 172 9.74998 6 0
14. 173 9.74998 6.8 0; 175 9.74998 -2 0; 176 9.74998 0 0
15. MEMBER INCIDENCES
16. 1 1 3; 2 3 4; 3 4 5; 13 119 120; 15 3 16; 16 4 17; 17 5 18; 26 14 16; 27 16 17
17. 28 17 18; 114 119 53; 115 120 54; 119 53 54; 123 53 120; 124 54 119; 127 16 1
18. 131 18 4; 325 123 1; 326 1 14; 327 124 14; 336 127 123; 337 123 124
19. 338 128 124; 345 124 127; 347 131 127; 348 127 128; 349 132 128; 358 119 131
20. 359 131 132; 360 120 132; 367 132 119; 369 53 135; 374 140 6; 375 142 19
21. 378 5 143; 379 143 144; 380 18 144; 389 143 140; 390 140 142; 391 144 142
22. 398 142 143; 401 147 135; 405 132 127; 407 124 1; 409 16 4; 411 18 143
23. 412 142 6; 483 6 19; 484 172 173; 485 172 6; 486 173 19; 487 6 173; 488 19 172
24. 489 172 176; 490 175 176
25. START GROUP DEFINITION
26. FLOOR
27. _TOP 26 TO 28 115 327 338 349 360 375 380 391
28. END GROUP DEFINITION
29. DEFINE MATERIAL START
30. ISOTROPIC STEEL
31. E 2.05E+08
32. POISSON 0.3
33. DENSITY 76.8195
34. ALPHA 1.2E-05
35. DAMP 0.03
36. TYPE STEEL
37. STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
38. ISOTROPIC CONCRETE

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 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 2

39. E 2.17185E+07
40. POISSON 0.17
41. DENSITY 23.5616
42. ALPHA 1E-05
43. DAMP 0.05
44. TYPE CONCRETE
45. STRENGTH FCU 27579
46. END DEFINE MATERIAL
47. MEMBER PROPERTY AMERICAN
48. 401 490 PRIS YD 0.6 ZD 0.6
49. MEMBER PROPERTY INDIAN
50. 369 489 TABLE ST PIP3239H
51. MEMBER PROPERTY INDIAN
52. 13 15 TO 17 123 124 127 131 326 337 345 348 359 367 379 390 398 405 407 409 -
53. 411 412 483 487 488 TABLE ST TUB48483.7
54. 1 TO 3 26 TO 28 114 115 119 325 327 336 338 347 349 358 360 374 375 378 380 -
55. 389 391 484 TO 486 TABLE ST TUB1251256
56. CONSTANTS
57. MATERIAL CONCRETE MEMB 401 490
58. MATERIAL STEEL MEMB 1 TO 3 13 15 TO 17 26 TO 28 114 115 119 123 124 127 131 -
59. 325 TO 327 336 TO 338 345 347 TO 349 358 TO 360 367 369 374 375 378 TO 380 -
60. 389 TO 391 398 405 407 409 411 412 483 TO 489
61. SUPPORTS
62. 147 175 FIXED
63. DEFINE 1893 LOAD
64. ZONE 0.016 RF 3 I 1.2 SS 1 ST 2 DM 0.02
65. SELFWEIGHT 1
66. MEMBER WEIGHT
67. 1 TO 3 26 TO 28 114 115 325 327 336 338 347 349 358 360 375 378 380 389 -
68. 391 UNI 0.5
69. DEFINE WIND LOAD

*** NOTE: If any floor diaphragm is present in the model Wind Load definition
should be defined after Floor Diaphragm definition. Otherwise wind
load generation may be unsuccessful during analysis.

70. TYPE 1 WIND 1

71. INT 1 HEIG 10
72. LOAD 1 LOADTYPE DEAD TITLE DEAD LOAD
73. SELFWEIGHT Y -1 LIST ALL
74. MEMBER LOAD
75. 1 TO 3 26 TO 28 114 115 325 327 336 338 347 349 358 360 374 375 378 380 389 -
76. 391 485 486 UNI GY -0.1
77. LOAD 2 LOADTYPE WIND TITLE WIND LOAD
78. MEMBER LOAD
79. 1 TO 3 26 TO 28 114 115 325 327 336 338 347 349 358 360 374 375 378 380 389 -
80. 391 485 486 UNI GZ 0.91
81. 369 489 UNI GZ 0.23
82. LOAD COMB 3 1.0 DL
83. 1 1.0
84. LOAD COMB 4 1.0 (DL + WIND)
85. 1 1.0 2 1.0
86. LOAD COMB 5 1.5 DL
87. 1 1.0
88. LOAD COMB 6 1.5 (DL + WIND)
89. 1 1.5 2 1.5

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 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 3

90. LOAD COMB 7 0.9DL + 1.5WIND

91. 1 0.9 2 1.5
92. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S
-----------------------------------

NUMBER OF JOINTS 30 NUMBER OF MEMBERS 55

NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 2

Using 64-bit analysis engine.

SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER

TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 168

TOTAL LOAD COMBINATION CASES = 5 SO FAR.

93. LOAD LIST 5 TO 7

94. PARAMETER 1
95. CODE IS800 LSD
96. FYLD 250000 MEMB 1 TO 3 13 15 TO 17 26 TO 28 114 115 119 123 124 127 131 325 -
97. 326 TO 327 336 TO 338 345 347 TO 349 358 TO 360 367 369 374 375 378 TO 380 -
98. 389 TO 391 398 405 407 409 411 412 483 TO 489
99. CHECK CODE MEMB 1 TO 3 13 15 TO 17 26 TO 28 114 115 119 123 124 127 131 325 -
100. 326 TO 327 336 TO 338 345 347 TO 349 358 TO 360 367 369 374 375 378 TO 380 -
101. 389 TO 391 398 405 407 409 411 412 483 TO 489
STEEL DESIGN

|----------------------------------------------------------------------------------|
| Member Number: 1 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.418 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 2 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.418 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 3 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.395 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 13 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.305 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 15 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.025 Critical Load Case: 6 Location: 0.80 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 16 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.024 Critical Load Case: 6 Location: 0.80 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 17 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.023 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 26 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.417 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 27 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.417 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

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 11 January 2022 16:24

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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 28 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.391 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 114 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.663 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 115 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.246 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 119 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.163 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 123 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.349 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 124 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.138 Critical Load Case: 6 Location: 1.28 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 127 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.088 Critical Load Case: 6 Location: 0.75 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 131 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.085 Critical Load Case: 6 Location: 1.28 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

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STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 325 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.395 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 326 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.024 Critical Load Case: 6 Location: 0.80 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 327 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.391 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 336 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.325 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.anl Page 8 of 17

 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 9

STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 337 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.023 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 338 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.314 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 345 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.114 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 347 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.209 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.anl Page 9 of 17

 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 10

STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 348 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.077 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 349 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.200 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 358 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.250 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 359 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.191 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.anl Page 10 of 17

 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 11

STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 360 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.126 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 367 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.230 Critical Load Case: 6 Location: 1.28 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 369 |
| Member Section: ST PIP3239H (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.768 Critical Load Case: 6 Location: 6.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 374 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.250 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.anl Page 11 of 17

 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 12

STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 375 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.126 Critical Load Case: 6 Location: 1.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 378 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.325 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 379 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.077 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 380 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.314 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.anl Page 12 of 17

 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 13

STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 389 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.209 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 390 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.191 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 391 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.200 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 398 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.042 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 6.2 |
|----------------------------------------------------------------------------------|

D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.anl Page 13 of 17

 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 14

STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 405 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.042 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 6.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 407 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.085 Critical Load Case: 6 Location: 1.28 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 409 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.088 Critical Load Case: 6 Location: 0.75 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 411 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.114 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.anl Page 14 of 17

 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 15

STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 412 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.230 Critical Load Case: 6 Location: 1.28 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 483 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.305 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 484 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.163 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 485 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.663 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.anl Page 15 of 17

 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 16

STAAD.PRO CODE CHECKING - IS-800-2007-LSD (V2.1)

****************************************************

|----------------------------------------------------------------------------------|
| Member Number: 486 |
| Member Section: ST TUB1251256 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.246 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 487 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.138 Critical Load Case: 6 Location: 0.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 488 |
| Member Section: ST TUB48483.7 (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.349 Critical Load Case: 6 Location: 1.28 |
| Critical Condition: Sec. 9.3.2.2 |
|----------------------------------------------------------------------------------|

|----------------------------------------------------------------------------------|
| Member Number: 489 |
| Member Section: ST PIP3239H (INDIAN SECTIONS) |
| Status: PASS Ratio: 0.768 Critical Load Case: 6 Location: 6.00 |
| Critical Condition: Sec. 8.2.1.2 |
|----------------------------------------------------------------------------------|

102. FINISH

D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.anl Page 16 of 17

 11 January 2022 16:24

STAAD SPACE -- PAGE NO. 17

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= JAN 11,2022 TIME= 16:23:48 ****

************************************************************
* For technical assistance on STAAD.Pro, please visit *
* http://www.bentley.com/en/support/ *
* *
* Details about additional assistance from *
* Bentley and Partners can be found at program menu *
* Help->Technical Support *
* *
* Copyright (c) 1997-2017 Bentley Systems, Inc. *
* http://www.bentley.com *
************************************************************

D:\Saddam Work\Sign Bord\Staad\Over Head Sign Board 12.0mt.anl Page 17 of 17

 A B

NOTE:-
12000
1. ALL DIMENSION ARE IN MM UNLESS OTHERWISE
STATED.
LOCK NUT 2. THIS DRAWING SHALL BE READ IN CONJUNCTION
WITH ARCHITECTURAL DRAWINGS. ANY DISCREPANCY
NUT BETWEEN ARCHITECTURAL DRAWING AND
WASHER STRUCTURAL DRAWING SHALL BE RECONCILED BEFORE

T
1 EXECUTION.
BASE PLATE
3.CONTRACTOR TO CHECK ALL DIMENSIONS BEFORE
GROUT EXECUTION OF THE WORK.

50
4.CONCRETE MIX WILL BE USED M35 AND REINFORCED
LAYOUT OF FOUNDATON CEMENT CONCRETE DESIGN MIX CONFORMING TO IS:
LEVEL BOLT 456-2000 SHALL BE USED FOR ALL R.C.C. WORKS. STONE
AGGREGATE SHALL BE 20MM NOMINAL SIZE.
5.REINFORCEMENT IN SHORT SPAN SHALL BE PLACED IN
BOTTOM LAYER IN FOOTING.
6.ALL STEEL REINFORCEMENT SHALL BE OF TMT TYPE
CONFORMING TO IS: 1786 AND HAVING MINIMUM YIELD
DIA Ø

L
STRENGTH OF 500 N/SQ MM AS SPECIFIED.
STIFFENER

H
7.LAP LENGTH/ DEVELOPMENT LENGTH FOR MAIN
PLATE FOUNDATION BOLT 600 REINFORCEMENT BARS SHALL BE AS PER IS: 456-2000
BASE PLATE 6 LAPS SHALL BE STAGGERED. NOT MORE THAN 50% BARS
TYP
6 6 TYP SHALL BE LAPPED AT ONE SECTION.

600
6 8. ALL RCC MEMBERS HAVE BEEN DESIGNED FOR
500

2 2 FRL FOLLOWING PARAMETERS AS PER IS: 456 & IS:

h
t1
VERT. - 20-#16 1893-2002.
VERT. - 20-#16 a NOMINAL COVER TO REINFORCEMENT
STIRRUPS- #8@100C/C SQ. PLATE

Ø
STIRRUPS- #8@100C/C FOUNDATION ON EARTH FACE-75MM. INSIDE
SECTION-2-2 3Ø FACE-50MM. PEDESTAL -50MM
2000

#10@200C/C b SEISMIC ZONE-ZONE-III AS PER IS 1893. 2002. ANY

CHANGE IN ABOVE PARAMETERS SHALL BE
REFERRED TO THIS OFFICE FOR DESIGN CHECK
600

300

t2
BEFORE EXECUTION.
9. DETAILING OF REINFORCEMENT AND SPLICING OF
PCC M15 #10@100C/C REINFORCEMENT BARS SHALL BE DONE IN
100

ACCORDANCE WITH IS:13920:1993.

SECTION-1-1 10. SUPER STRUCTURE/STEEL STRUCTURE WORK START
BOLT TYPE - I ABOVE COLUMN OR PEDESTAL 28 DAYS AFTER CASTING
OR AS PER ENGINEER-IN-CHARGE/SITE -IN-CHARGE.
11. SBC IS ASSUMED 10T/M² SAME SHOULD BE REQUIRED
AT SITE.
1300

1 1
2800
2600
1300

DETAIL OF M.S ANCHOR BOLTS ( IS:1367 )

L
( mm ) H T G K t1 t2 h NOS.
BOLT DIA Ø REMARKS
( mm ) ( mm ) ( mm ) ( mm ) ( mm ) ( mm ) ( mm ) REQD.
(mm) M-15 M-20 M-25
1000 1000
G+L+t1+d

2000
25 650 350 350 185 300 80 12 8 120 BOLT TYPE-I
2200

TYPICAL FOOTING PLAN

CLIENT:- EPC CONTRACTOR:- TITLE: DRG TYPE.

AUTHORITY ENGINEER:-
DESIGN CONTRACTOR & CONSULTANT
PROJECT: FOR REVIEW AND APPROVAL
REHABILITATION OF AND UPGRADATION TO
NATIONAL HIGHWAYS Road Over Gantry 4-LANING 0F NH-23 FROM KM 240+250 I.E, DRG.NO.
PAPER

AUTHORITY OF INDIA RKD CONSTRUCTION PVT LTD A-THE-JBI-240+250-FN-01

BRAHMANI BYPASS END BESIDE BNR WEIGHT BRIDGE
TO KM 287+200I.E, RAJAMUNDA SECTION IN THE
J B INFRASTRUCTURE
B-20, CHANDAKA INDUSTRIAL ESTATE,
BHUBANESHWAR, ODISHA PATIA, FOUNDATION DETAIL STATE OF ODISHA UNDER NHDP-IV PACKAGE-1-B DATE SCALE PROJ NO.
THEME ENGINEERING SERVICES Pvt. Ltd. BHUBANESWAR- 751024, THE-21-22-14
11-01-2022 NTS
GOKUL VATIKA, VISHNU ENCLAVE, CHANDRAKALA TEL.: (0674)-3056565
COLONY, MATA COLONY, DRAWN BY CHKD BY DESIGN BY
JAIPUR, RAJASTHAN 302018 Road Over Gantry N M S
 A B
12000

1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
8MM THK WELD

SHS-125x125x6
1150

1150
SHS-125x125x6
8MM THK WELD 10MM THK.
STIFFENER
D-1 D-2 D-3
SHS-125x125x6 SHS-48x48x3.7
8MM THK WELD

1200x450x20

250
MM THK PL
PIPE 323Ø 6.3MM THK PIPE 323Ø 6.3MM THK
6000

6000
PIPE 323Ø 6.3MM THK
50 10MM THK.
STIFFENER

MS COLUMN DETAIL D-2

500

FRL DETAIL D-1

TYPICAL ELEVATION SIDE ELEVATION
50 10MM THK. STIFF.

150
300
MS COLUMN 450x450x20MM THK PL
500 40 220 40

250
450
50 200 200 50 12MM THK

40
X2 X2 225 225
50 8MM THK WELD 8MMTHK WELD PLATE
200 50

10MM THK SHS-125x125x6 X1 X1

225

300
220
STIFFENER 500x500x24MM
300

500

450
10MM THK
THK PL
50 200

STIFFENER
225
500x500x24MM 10MM THK 10MM THK

40
THK PL
STIFFENER STIFF DETAIL D-3
M 16 BOLT
RCC COLUMN M20Ø BOLT 4.8 GRADE SECTION X1-X1 8.8GRADE

M20Ø BOLT 4.8 GRADE

SECTION X2-X2 SECTION X3-X3
M 16 BOLT
8.8GRADE SHS-125x125x6
X3

DETAIL D-4

X3 12MM THK
PLATE
10MM THK
STIFFENER
TYPICAL SLICE DETAIL

CLIENT:- EPC CONTRACTOR:- TITLE: DRG TYPE.

AUTHORITY ENGINEER:-
DESIGN CONTRACTOR & CONSULTANT
PROJECT: FOR REVIEW AND APPROVAL
REHABILITATION OF AND UPGRADATION TO
NATIONAL HIGHWAYS Road Over Gantry 4-LANING 0F NH-23 FROM KM 240+250 I.E, DRG.NO.
PAPER

AUTHORITY OF INDIA RKD CONSTRUCTION PVT LTD A-THE-JBI-240+250-SS-02

BRAHMANI BYPASS END BESIDE BNR WEIGHT BRIDGE
TO KM 287+200I.E, RAJAMUNDA SECTION IN THE
J B INFRASTRUCTURE
B-20, CHANDAKA INDUSTRIAL ESTATE,
BHUBANESHWAR, ODISHA PATIA, SUPER STRUCTURE DETAIL STATE OF ODISHA UNDER NHDP-IV PACKAGE-1-B DATE SCALE PROJ NO.
THEME ENGINEERING SERVICES Pvt. Ltd. BHUBANESWAR- 751024, THE-21-22-14
11-01-2022 NTS
GOKUL VATIKA, VISHNU ENCLAVE, CHANDRAKALA TEL.: (0674)-3056565
COLONY, MATA COLONY, DRAWN BY CHKD BY DESIGN BY
JAIPUR, RAJASTHAN 302018 Road Over Gantry N M S