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Merging Section 01

The document outlines the proposed typical section for merging sections at Metagal Cross along NH-50 in Karnataka, detailing the right of way, carriageway dimensions, and materials used for construction. It includes specific measurements for footpaths, drains, and road layers such as Bituminous Concrete and Granular Sub base. Additionally, it lists contact information for various engineering and construction consultants involved in the project.

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0% found this document useful (0 votes)
14 views1 page

Merging Section 01

The document outlines the proposed typical section for merging sections at Metagal Cross along NH-50 in Karnataka, detailing the right of way, carriageway dimensions, and materials used for construction. It includes specific measurements for footpaths, drains, and road layers such as Bituminous Concrete and Granular Sub base. Additionally, it lists contact information for various engineering and construction consultants involved in the project.

Uploaded by

saikarthiks126
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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12 11 10 9 8 7 6 5 4 3 2 1

METAGAL CROSS

Right of way
H H
20720 to 9000 20720 to 9000
Left Carriageway 1500 to 4500 Right Carriageway
2000 2000
Median
Gore Area With Chevron Markings CL Gore Area With Chevron Markings Start of Improvement
6000 to 0 6000 to 0
387500 CH : 387+500

MERGING
Footpath Footpath
Cum Drain Cum Drain

Bituminous Concrete (BC)


Dense Bituminous Macadam (DBM)
Wet Mix Macadam (WMM)
Section - A

SECTION
Granular Sub base (GSB)
G Subgrade
387550 G

PROPOSED TYPICAL SECTION FOR MERGING SECTION


FROM 388+340 TO 388+500

- 110.00M
METAGAL CROSS

Right of way
387600
22000 to 20720 22000 to 20720
Left Carriageway 1500 Right Carriageway
2000 2000
Median
Gore Area With Chevron Markings Gore Area With Chevron Markings
7.5 7.5
CL
F 7000 to 6000 7000 to 6000 F
2 1.5 1
2.5% 2.5%
Section - B
Footpath
Cum Drain
Footpath
Cum Drain 387650
Bituminous Concrete (BC) 14.5
Vehicular Drain Connecting
MCW and Service Road
Dense Bituminous Macadam (DBM)
Wet Mix Macadam (WMM)
Vehicular Drain Connecting
MCW and Service Road
14.5
Granular Sub base (GSB)
Subgrade

PROPOSED TYPICAL SECTION FOR MERGING SECTION


FROM 388+320 TO 388+340
METAGAL CROSS
E E

388250
Right of way

21770 to 19370
2000 to 2250
21770 to 19370
14.5 14.5
Median
2000
Left Carriageway Right Carriageway
2000 7.5 7.5
CL
Gore Area With Chevron Markings
7000 to 5000
Gore Area With Chevron Markings
7000 to 5000 2 1.5
1
Section - B
2.5% 2.5%

388300
Footpath Footpath
D D
Cum Drain Cum Drain

Bituminous Concrete (BC)


Dense Bituminous Macadam (DBM)
Vehicular Drain Connecting Vehicular Drain Connecting
MCW and Service Road Wet Mix Macadam (WMM) MCW and Service Road
Granular Sub base (GSB)
Subgrade

\\192.168.2.207\designs\#Project\RE-ENGG. WORK\NH-50_Hungund to Hospet\Drawings\Title Sheet_NH-50.dwg Jul 07, 2025 - 5:21pm


PROPOSED TYPICAL SECTION FOR MERGING SECTION
FROM 387+590 TO 387+610 388350
METAGAL CROSS

MERGING SECTIO
C
C

Right of way

19370 to 9000 19370 to 9000


388400
Left Carriageway 2250 to 4500 Right Carriageway
2000 2000

Gore Area With Chevron Markings


5000 to 0
Median

CL Gore Area With Chevron Markings


5000 to 0
Section - B

180.0M N-
Footpath Footpath
Cum Drain Cum Drain
388450
Bituminous Concrete (BC) B
B Dense Bituminous Macadam (DBM)
Wet Mix Macadam (WMM)
Granular Sub base (GSB)
Subgrade

PROPOSED TYPICAL SECTION FOR MERGING SECTION End of


FROM 387+500 TO 387+590
Improvement
METAGAL CROSS
388500
CH : 388+500
SI NO. DESCRIPTION REVISION. DATE CLIENT: DESIGN CONSULTANT: INFRA SUPPORT ENGINEERING CONSULTANTS PVT. LTD PROOF CONSULTANT:
AUTHORITY ENGINEER :
M/s. DAS CONSULTANTS Permanent Rectification of Blackspots in Hungund to Hospet Section of
NATIONAL HIGHWAYS AUTHORITY OF INDIA An ISO 9001-2015 Cer fied Company
Project A2
Infra Support NH-50 in the State of Karnataka through Engineering,
"Infra House", #456/11/1, Hennur Bande, # 611/2055, Jenugudu Nilaya, 40' Road,
RO: Bangalore Tumkur ROad NH-4, MS Ramaiah Enclave,
Hennur Bagalur Main Road, Kalyan Nagar, Mahalakshmi Nagar, Kuvempunagar, Procurement & Construction (EPC) Mode
Near Nagasandra Metro Station, Your Complete Engineering Partner Tumkur - 572103 , Karnataka
Bangalore - 560 043. JOB NO.
Bengaluru - 560 073. Tel No: +91 9008089584;
A Phone: +91 80 25421364, A
Email:info@infrasupport.in, www.infrasupport.in DESIGN DIRECTOR
Email: dasconsultants123@gmail.com PROOF CONSULTANT Name Construction of VOP at Metagal Cross (ID: KA-02-430) at Km.387+930
PROJECT DIRECTOR:-
NATIONAL HIGHWAYS AUTHORITY OF INDIA of Work along with Slip road from Km.387.500 to Km.388.460 (on both sides)
EPC CONTRACTOR: SAFETY ENGINEER:
VICONS Infratech Services L.N MALAVIYA INFRA AUTHORITY ENGINEER 2319
NHAI PIU Hospet, M/s. S S ALUR CONSTRUCTION # 443, Next to Legacy School,
Shree Nilayam, 1st Main, 2nd Cross, Second Floor, Vaishnavi Heights, Near, Ibrahimpur - Railway Off Hennur-Bagalur Main Road, PROJECT PVT.LTD May-2024 TITLE : Merging Section Plan
Vivekananda Nagar, Hospet-583201, Doddagubbi Main Road, Doddagubbi Cross, Vaishnavi, Near sankalamma Temple sai REVISION
Gate Rd, opp. KSFC Bank, Vivek Nagar East, Vijayapura, Byrathi, Bangalore-560077 Colony, M.P Prakash Nagar, Hospet -
Email ID: piuhospet@gmail.com Karnataka 586109. Phone: +91 9483549495, 9036509495
Email:ssalur123@gmail.com EPC CONTRACTOR
Phone: +91 9980128412
E-mail: viconsinfratech@gmail.com SAFETY CONSULTANT
583201, Karnataka Sheet No. 01 of 04 Scale : NTS DRG. NO. : IS \ 2319 \ HIG \ RF - 02 R0
1 2 3 4 5 6 7 8 9 10 11 12
All Drawing are prepared in A2 Size Sheet, Printed in A3 Size

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