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The document provides drawings and details for the construction of a bypass road from km 336/350 to 349/910 near Berhampur, including a 4 lane road tunnel. It includes plans, profiles, typical cross-sections, structures, signage details, and other specifications for the proposed 13.56 km road project to be completed in the 2020-2021 annual plan. Subudhi Associates is listed as the engineering and geotech consultant for the project.
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0% found this document useful (0 votes)
138 views73 pages

Binder1 PDF

The document provides drawings and details for the construction of a bypass road from km 336/350 to 349/910 near Berhampur, including a 4 lane road tunnel. It includes plans, profiles, typical cross-sections, structures, signage details, and other specifications for the proposed 13.56 km road project to be completed in the 2020-2021 annual plan. Subudhi Associates is listed as the engineering and geotech consultant for the project.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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GOVE
G ERNM
MENT OF ODISH
O HA  
WO
ORKS
S DEP
PARTM
MENTT
 

NAM
ME OF THE
E WO
ORK: CONS
C TRUC
  CTION
N OF B
BYPA
ASS ON NH-59 FROM
KM 336/3
350 TO
O 349//910 KM
K (1
  3.560 KM) NEAR
R BER
RHAMMPUR
I
INCLU
UDINGG 4 LA
ANE ROB
R U   ER AN
UNDE NNUALL PLA
AN OF
F 2020
0-2021
1.

DR
RAWIN
NGS
NH
H DIVISION
BEERHAMP
PUR

 
SUBUD
DHI ASS
SOCIATES
 
(An En
ngineerin
ng & Geotech Consulta
C nt)
  Bhubbaneswaar, Odis
sha, Pin--751016
6
 
Em
mail pcs
subudhii@gmaiil.com
Mob: 94372282818, 99370 020476 6
 
 
 
PLAN & PROFILE 
 

JUNCTION 
 

TYPICAL CROSS‐SECTION 
CD & STRUCTURES
1/22/0 BOX CULVERT
EARTH FACE

WEEP HOLE

FILTER MEDIA
MAX

300 MM THICK

STEM
STEM

MAX
BASE RAFT

FOUNDING LVL.

100 THICK P.C.C. (M-15) 100 THICK P.C.C. (M-15)


 
 
 
ROAD SIGNAGE 
     

 
    

     

    


 

     

  


     


    

     


    

TYPICAL ROAD SIGNS


(SHEET 1 OF 3)
     

   


   
 
  
  

 
     

  


  

  


 

  

 
  
  



  








 

TYPICAL ROAD SIGNS


(SHEET 2 OF 3)
DETAIL OF TYPICAL POST

TYPICAL ROAD SIGNS


(SHEET 3 OF 3)

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