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Motorways & Highways

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5713f556827dd

Project Description

  • Rehabilitation of existing pavement, widening and any other infrastructural improvements necessary to enhance capacity on the section of the A104 highway from the junction with James Gichuru Road to Rironi (junction with B3). Including; recarpeting, addition of lanes, construction of service roads, reconfiguration of storm water drainage along the alignment
  • Design features for use by non-motorized traffic
  • Incorporate improvements into a bid document

 Services Provided

  • Feasibility Studies, Environmental and Social Impact Assessment and Resettlement
  • Traffic Studies
  • Non-motorized Traffic Surveys
  • Urban Highway Design
  • Pavement Strength and Roughness / Deterioration Investigations / Surveys
  • Tender Documentation
  • Stormwater Drainage Design
5713f119590db

Project Description

Construction Supervision and Consultancy Services for seventeen different road constructions in 4th Region, General Directorate of Highway.

Services Provided

  • Supervision of Motorway Construction
  • Supervision of Bridge & Structure Constructions
  • Supervision of Motorway Barriers and Railings Mountings
  • Supervision of Construction of Facilities, Parking and Maintenance Areas, Service Stations
  • Supervision of Motorway Landscape Works, Pavement and Earthworks, Electric and Water
  • Line Installations and Lighting Works
  • Traffic Signs and Signalization
  • Drainage Works
  • Landscape Studies and Planning
  • Design Review
  • Quality Control
  • Data processing and Documentation
  • Preparation of Final Accounts and Payment Certificates
5713f0e011b89

Project Description

Section I: Konya – Akşehir, Akşehir – Afyon, Akşehir (Yalvaç – Şarkikaraagaç) Roads, Polatlı – Yunak – Akşehir State Roads

Section II: Konya-Seydişehir, Seydişehir-13.Region Border, Konya – Beyşehir, Beyşehir – Derebucak – 13 Division Border State Road

Section III: Konya – Aksaray, Konya – Ereğli-6 Region Border, Konya – Karaman – 5 Division Border Road

Section IV: Afyon – Kütahya, Altıntaş – Dumlupınar, Afyon – Sandıklı, Afyon – Emirdağ, Sivrihisar – Emirdağ State Roads

Services Provided

  • Supervision of Motorway Construction
  • Supervision of Bridge & Structure Constructions
  • Supervision of Motorway Barriers and Railings Mountings
  • Supervision of Construction of Facilities, Parking and Maintenance Areas, Service Stations
  • Supervision of Motorway Landscape Works, Pavement and Earthworks, Electric and Water
  • Line Installations and Lighting Works
  • Traffic Census
  • Traffic Signs and Signalization
  • Drainage Works
  • Landscape Studies and Planning
  • Design Review
  • Quality Control
  • Data Processing and Documentation
  • Preparation of Final Accounts and Payment Certificates
57142fd434898
57142fd4342ee

Project Description

The Haybat Sultan Tunnel is designed to cross the Haybat Sultan Mountain and create a new corridor between the Erbil – Koya Highway, at existing Koisanjaq – Suleymaniye Road and existing Raniyah – Dukan / Suleymaniye road.

This section applies to the execution of New Austrian Tunneling Method (NATM) in any type of rock. This section does not deal with specific topics of rock classification. Excavation may be carried out by drill and blast using pre-split or smooth blasting techniques or by road header or tunnel excavator.

The New Austrian Tunnelling Method (NATM) is based on the principle to take utmost advantage of the rock`s capacity to support itself, by careful measures and deliberate guidance of the forces during the readjustment process from the primary to the secondary state of stress, which takes place in the surrounding of the excavation. By this way, local progressive loosening will be limited by careful excavation methods and timely installation of the support elements and the rock mass will be able to support itself. The supports elements are shotcrete, wiremesh, rock bolts and steel ribs.

The application of the NATM requires deformation monitoring for the purpose of stability assessment and the verification of the sufficiency of the support elements installed. The deformation monitoring is accomplished by means of advanced surveying methods and special devices.

Project Description

This project consists of detailed design for Haybat Sultan Tunnel

Scope of the Project:

  • Preliminary and Detailed Design of 3 km tunnel
  • Preliminary and Detailed Design 3 km approach roads
  • Preliminary and Detailed Design 2 interchanges

Services Provided

  • Survey & Mapping
  • Preliminary and Detailed Design of Highways and Tunnel
  • Geotechnical Works
  • Geology Report
  • Bill of Quantities
  • Tunnel Support System
  • Electromechanical Works (ventilation, firefighting system, electrical signalization, tunnel controlling system)

HAYBAT SULTAN TUNNEL CHARACTERISTIC PROPERTIES

  • Design Length of Haybat Sultan Tunnel: Twin Tube, 3165 meter
  • Tunnel Height: 7.60 meter.
  • Tunnel Internal Area : 71 m²
  • Tunnel Circumference: 33 meter
  • Max. Avg. Wind Velocity: 9 m/sn
  • Passenger Car Traffic Density : 800 vehicle/hour
  • Heavy Vehicle Traffic Density : 1200 vehicle/hour
  • Road Width Inside Tunnel Tube: 8.50 meters ( 2 lanes )
  • Tunnel Horizontal and Vertical Geometry Design Speed : 120 km/hr
  • Allowable Speed In Tunnel : 80 km/hr
  • Tunnel Excavation Method : New Austrian Tunneling Method  (NATM)
  • Number of Emergency Vehicle Exit: 3 nos.
  • Number of Emergency Pedestrian Exit: 2 nos.

Fire Extinguishing System:

All the fire suppression systems shall be designed to the highly reliable, having low operation and maintenance costs, operable with few number of personnel and as automatic as possible.

Ventilation System: 28 number of jet fans are used in ventilation design.

Jet Fan Properties

Flow (m3/s): 26.3

Velocity (m/s): 33.5

Thrust: 1004

Power (kw): 30

Tunnel Electrical System:

Tunnel Electrical System Design consists of Tunnel Electrification and Lighting, Tunnel Emergency Announce System, Tunnel Emergency Call (Telephone) System, Signalization System, Tunnel controlling System.

57142f0e7e444

Project Description

  • The existing Erbil-Shaglawa-Mama-Jalka-Rewanduz-Hacıomran Highway, extending North-East from the Capital city Erbil to Iranian border is one of the important routes of Kurdistan to Iran.
  • The existing road carries considerable traffic, including heavy and long vehicles and need to be upgraded with alternate corridors to improve the horizontal and vertical geometry of the road.
  • It has been agreed by the Ministry of Construction and Housing to upgrade the existing route and constructing a new dual carriageway up to Hareer-Mama-Jalka interchange. And the final decision was made as to continue the route by a new design from the new Mama-Jalka interchange to Haciomran via Rewanduz and Jundian.
  • The scope of this study covers the works from the new Mama-Jalka Interchange up to Jundian.
  • This section applies to the execution of New Austrian Tunneling Method (NATM) in any type of rock. This section does not deal with specific topics of rock classification. Excavation may be carried out by drill and blast using pre-split or smooth blasting techniques or by road header or tunnel excavator. The New Austrian Tunneling Method (NATM) is based on the principle to take utmost advantage of the rock`s capacity to support itself, by careful measures and deliberate guidance of the forces during the readjustment process from the primary to the secondary state of stress, which takes place in the surrounding of the excavation. By this way, local progressive loosening will be limited by careful excavation methods and timely installation of the support elements and the rock mass will be able to support itself. The supports elements are shotcrete, wiremesh, rock bolts and steel ribs.

     Project Details

  • The project consists of 3 tunnels and 4 viaducts.
  • Preliminary design preparation for (Mamajalka Interchange / Hareer – Rawandoz – Jundian) Highway with Required Tunnels & Bridges and for all structures and installations (such as tunnels, viaducts, bridges, interchanges and installations for the maintenance and services) on the highway.
  • Detail designs of (Mamajalka Interchange / Hareer – R0wandoz – Jundian) Highway With Required Tunnels & Bridges
  • Bill of Quantities, Conditions of Contract of Technical Specifications required for the Construction contracts of the whole section.
  • Design Length of TunnelTunnel #1: 3600 m, Tunnel #2:  6860 m, Tunnel #3: 1750 m
  • Tunnel Height : 5,50 meter
  • Tunnel Tube Internal Area : 71 m2
  • Tunnel Circumference : 33 meter
  • Max. Avg. Wind Velocity: 9 m/sn.
  • Passenger Car Traffic Density : 800 vehicle/hour
  • Heavy Vehicle Traffic Density : 1200 vehicle/hour
  • Road Width Inside Tunnel Tube: 8.50 meters (2 lanes)
  • Tunnel Horizontal and Vertical Geometry Design Speed : 120 km/hr
  • Allowable Speed In Tunnel : 80 km/hr
  • Tunnel Excavation Method : New Austrian Tunneling Method
  • Number of Emergency Vehicle Exit : Tunnel #1: 3, Tunnel #2: 6, Tunnel #3: 2
  • Number of Emergency Pedestrain Exit : Tunnel #1: 2, Tunnel #2: 4, Tunnel #3: 1

Fire Extinguishing System:

All the fire suppression systems shall be designed to the highly reliable, having low operation and maintenance costs, operable with few numbers of personnel and as automatic as possible.

Ventilation System: Tunnel #1: 28, Tunnel #2: 64, Tunnel #3: 16 number of jet fans are used in ventilation design.

Jet Fan Properties

  • Flow (m3/s) : 26.3
  • Velocity (m/s) : 33.5
  • Thrust : 1004
  • Power (kw) : 30

Tunnel Electrical System:

Tunnel Electrical System Design consists of Tunnel Electrification and Lighting, Tunnel Emergency Announce System, Tunnel Emergency Call (Telephone) System, Signalization System, Tunnel controlling System.

57143276c59ee
571432a4c5bf1

Project Description

Railway line crosses Erbil- Altun Kopri Road at station Km 21+985. In the content of the rehabilitation of the road project, a railway underpass is planned at this location. A reinforced concrete box frame structure which provides 12.0m clear Width and 6,5 m vertical clearance above top of rail is designed for double track Railway line. The underpass is approximately 58 degree skew and 60 m long.

Services Provided

  • Prepare the alignment alternatives
  • Preliminary and Final Design
571431010ea1a
571431010efcf

Project Description

Taking into consideration high volume of traffic on the existing road, the Ministry of Construction and Housing has decided to initiate a new corridor study and then design and construction of new road.

BOTEK is given the assignment, which includes the corridor study of various alignments and selection and recommendation of the best suitable alignment to the Ministry and after the approval of the selected alignment, preparation of Preliminary and Final Design and also Tender Documents of new Erbil Koya highway.

The project starts after Kasnazan on Erbil – Koya Highway just after the dual carriageway ends. The project section is approximately 65 km and existing Koya – Suleymaniye road after Koya city.

Total length of the alignment is 59 km and has 1 major bridge, 67 culverts and 3 intersections. Design speed adopted is 120 km/hr, minimum horizontal curvature adopted on the alignment is R= 1000 m, maximum longitudinal grade is 6% which is used once in a critical location. This slope can be decreased after the detail survey. The road will be dual carriageway 2*2 with a 7 m median and 3.75 lane widths.

Services Provided

  • Prepare the alignment alternatives
  • Preparation of preliminary and detailed design
5713f772ec65a

Project Description

Preliminary and Final Design of 29 kilometer (2X3) State Motorway.

  • 29 Km Final Project
  • 29 Km Geotechnical Investigation Engineering Work
  • No. 12 (25600 m2) Bridge Projects Works
  • 29 Km Traffic Project Works

Services Provided

  • Horizontal and Vertical Alignment Studies
  • Preliminary and Final Design
  • Detailed Bridge Design
  • Drainage Design
  • Geological Studies
  • Hydrogeological Studies
  • Geotechnical Studies