Αρχική Σελίδα > >


Marine

AL JEER FISHING HARBOUR – SHEET PILE QUAY WALL WORKS

Dept. of Customs & Ports - Govt of Ras Al Khaimah

Contract value: 4.876.712,33(USD)

May-06 to Jul-08

Ras Al Khaimah, U.A.E.

Construction of 472m long steel sheet pile main quay wall and 472m long steel sheet pile anchor which includes a ro-ro ramp, roads and paving behind the quay wall and dredging works



ASTAKOS HARBOUR – INFRASTRUCTURE WORKS

PROJECT DESCRIPTION – KEY PARAMETERS

Construction of first maritime industrial area in Greece.

Quaywall construction with reinforcred concrete caissons at variable water depths up to 15.50m.

Reclaimed area with full services network.

Roadwork and various infrastructure work.

Fully equipment superstructures.



CIVIL CONSTRUCTION WORKS & INSTALLATION OF SHIP LIFT SYSTEM IN AL JAZEERA PORT

Al Hamra Shipping & Ship Maintenance LLC

Contract value: 16.466.827,70(USD)

May-08 to Aug-09

Ras Al Khaimah, U.A.E.

The project comprises of the following:249.2m length sheet piles combi wall (H-Piles & Sheet Piles) quay wall with concrete coping block & crown beam Piers consist of a concrete deck supported on tubular steel sheet piles. Transfer Pit consists of reinforced concrete retaining walls and reinforced concrete rail beams. Dry Berths consist of reinforced concrete rail beams and concrete block pavers on compacted sand and Dredging works of seabed including temporary backfill to -6.5m CD between platforms -5.5m CD and other areas.



CONSTRUCTION OF AL SOWAH ISLAND - COASTAL PROTECTION WORKS

National Marine Dredging Corp.

Contract value: 29.843.700,27(USD)

Oct-08 to Sept-09

Abu Dhabi, U.A.E.

Construction of Quay wall structure of 1,450m length at an approximate existing Sea bed level -3 to -6m NADD along the Quay wall cope line. The project comprises of the supply and placing of 2,100 nos. of pre-cast blocks and in-situ concrete for cope unit. Excavation, backfilling with excavated material, supply and placing of rock foundation, rock backfilling, , anti-scour protection and geotextile.



CONTAINER TERMINAL-BERTH No.2

PROJECT DESCRIPTION-KEY PARAMETERS

Construction of Quay Wall of total length 900 m founded at depths-16.50m and- 14.00m of precast concrete blocks.

Apron concrete slabs of total area 70.000m2.

Construction of capping beams with service channel, all pertinent quay accessories such as rubber fenders, steel bollards, mooring rings and steel access ladders, and travelling crane rails of total length 1.500m2.

Service networks including potable water, waste water high-low voltage electrical supply, storm water etc.



CONTRACT R299 - KALBA LAGOON & EDGE WALL PHASE I & II

The scope of works includes the following:

a) Dredging works of 3,800,000 m3

b) Placing of dredged material in stockpiles located onshore

c) Removal of mangroves

d) Construction of 2,800 m edge wall

e) Construction of 2,800 m upper & lower concrete retaining wall



CONTRACT R380 - AL KHAN LAGOON EDGE WORKS

Directorate of Public Works – Government of Sharjah

Contract value: 2.836.591,51(USD)

Oct-03 to Sept-05

Sharjah, U.A.E.

Construction of 1,200m long pre-cast concrete block work (vertical and stepped) wall with an approximate quantity of precast concrete wall of 11,000m³. Supply and installation of aluminum handrail and mooring ring. Excavation, backfilling and supply and placing of armour rock, anti scour and rock-infill.



Faliron Delta Marina

Client: Hellenic Tourism Organization

Construction Period: 1989 – 1990

Location: Faliron, Athens, Greece

Construction of breakwater with hollow concrete blocks, superstructure with seawall and full pipeline network, with circular steel pipes of 600 mm and 400 mm diameter and 18 to 26 m length.



HERCULES PORT, PIER No.1

PROJECT DESCRIPTION – KEY PARAMETERS

Two berths 490 & 160 meter long, 140m wide and 12.5m deep, with fender system, ancillary facilities and services, and 63.700m2 reclamation.



Itea Marina

Client: Fokida Perfecture

Construction Period: 1991 – 1995

Contract value: 4.507.324,90(USD)

Location: Itea, Fokida, Greece

Construction of a 300-yacht marina in the Corinthian Gulf, with a 510 m breakwater at -11 m, with 320,000 m3 dredging, with complete concrete superstructure and full services networks.



Khor Fakkan Port Expansion Project Berth 5 & 6

Client: Government of Sharjah, Sharjah Ports Authority

Consultant: Halcrow International Partnership

Construction Period: 11/2004 – 12/2008

Contract value: 101.854.794,52(USD)

Location: Khor Fakkan Sharjah U.A.E.

The works compromise of construction of an additional berth on the seaward side of the existing container berths by removing the existing revetment and constructing a new 1.5Km breakwater from the island to provide sheltered conditions for mooring. Dredging works of 600,000 m3, Quay wall, Earth works of 1,200,000 m3, Supply & placing of rock armour stone, 1,678,500 m3 and the Supply & Placing of precast concrete blockwork & core-loc. The scope of work also includes physical modeling of the main Breakwater and measurement of the wave climate at the end of the berth.



Limassol Marina

Description

Development, Operation, Management and Exploitation of the land and sea zones of the Marina.

The development includes the marine works and marine backfilling and the formation of the overall area for mooring, maintenance and repairs of leisure yachts as well as all the building installations for the support facilities of the Marina

Development and exploitation of residential and commercial activities

Contract value: 363.745.600 US$

Marine Works

Breakwater for the protection of the marina sea area of approx. 170,000 sq.m.

Mooring of approx. 500 boats of various sizes

Stowage of 200 boats on land

Boat repair yard

Location

Limassol, Cyprus



Marina - Olympic Sailing Centre Ag. Kosmas

Client: Hellenic Ministry of Public Works

Construction Period: 2002 – 2004

Contract value:

Phase A: 2.479.803,27(USD)

Phase B: 22.890.131,26(USD)

Location: Athens, Greece

Construction of an outer 1 km breakwater, protected with rock armor and Acropods. The inner harbor includes basin dredging, construction of quay wall of 1.13 km at -4m depth, buildings of 25,000 m2, and landscaping and surrounding works.



MARITIME WORKS - NEW JETTY AT PORT OF RAS AL KHAIMAH

Dept. of Customs & Ports - Gov’t of Ras Al Khaimah

Contract value: 3.835.616.44(USD)

Oct-08 to Aug-09

Ras Al Khaimah, U.A.E.

Design, Construct and Build of 300m sea wall using steel sheet piles which includes the construction of ground beam, cope unit and installation of marine furniture. Removal of existing piles and existing reinforced concrete coping beam, head wall, slab and concrete steps, grouted rip rap and paving blocks. Excavation and dredging of 25m channel berth to a depth of -8m.



NEW PORT OF IGOUMENITSA

PROJECT DESCRIPTION – KEY PARAMETERS

Construction of a 760m long caisson quay wall, with 12 ramps accommodating the simultaneous stern mooring of car ferries.

Construction of 210.000m2 land areas behind the quay-wall and formation of a new

landing zone with all required infrastructure as drainage net works, utility networks and internal roads.

Construction of a 4.000m2 passenger terminal building, and two main gate buildings of 5.000 m2 area.



OLYMPIC GAMES SAILBOATING CENTER

Hellenic Ministry of Public Works

Phase A: 12.406.301 USD Phase B: 114.516.986 USD

2002-2004

Athens - Greece

Construction of an outer 1 km breakwater, protected with rock armory and acropads. The inner harbor includes basin dredging, construction of quay wall of 1.13 km at -4m depth, buildings of 25,000 m², and landscaping and surrounding works (JV).



PIRAEUS PORT COMPEX

PROJECT DESCRIPTION – KEY PARAMETERS

Phases I, III, IV & VII of construction at the Main Harbor & the Zea Passenger Port.

New Wharf 500m long, 25m deep, 35.000m2 precast concrete blocks, 100 feet each, and 204.000m3 of rock armouring.

New deepwater quays & piers, totailing 4.800m length, and 12.5m depth, 267.000m2 precast concrete blocks, 1.950.000m3 dredged to 12.5 depth, and over.



Port of Fujairah - South Breakwater Berths

Client: Port of Fujairah

Consultant: Mott MacDonald

Construction Period: 07/2006 – 07/2008

Contruct value: 36.069.101,95(USD)

Location: Fujairah, U.A.E.

The project comprises the design and construction of South breakwater berths, West & East port craft dock, boat lift dock, tugs jetty and relocation of floating jetty. Installation of MEP services including testing and commissioning.



Ras Al Khaimah Port Development Phase 1A

Client:Government of Al Khaimah Department of Ports & Customs

Consultant: GIBB Ltd

Construction Period: 6/2005 – 6/2006

Contract value: 4.931.506.85(USD)

Location: Ras Al Khaimah U.A.E.

The works compromise of the construction of 350m long steel sheer pile main quay wall type and 300m long steel sheer pile anchor type which includes Ro-Ro ramp, paving behind the quay wall and dredging



Ras Al Khaimah Port Development Phase 2A

Construction Period : 5/2006 -12/2007

Contract value: 5.669.601,37(USD) Location: Ras Al Khaimah, U.A.E

Expansion for Ras Al Khaimah Port Dev't Phase 1 A. The works comprise of the construction of 360m long steel sheet pile main quay wall type and 360m long steel sheet pile anchor type which includes a Ro-ro ramp, a stone revetment at passenger's terminal, roads and paving behind the quay wall and dredging.



RIO-ANTIRIO BRIDGE

PROJECT DESCRIPTION – KEY PARAMETERS

A joint venture BOT project, 7 year design/construction contract, 35 year concession contract for the construction of 2.290m bridge which forms an integral part of the Trans European Network. The works comprise two access bridges of 378m & 252m respectively, and 5 stayed bridge spans of 2.240m of total length. In addition, 4 concrete pylons are placed at 45m & 62m sea to support the main bridge.



Rock Revetment at Marina Mall

Client: Ghantoot Abu Dhabi Municipality

Construction Period: 7/2004 – 8/2006

Contract value: 2.518.081,37(USD)

Location: Abu Dhabi U.A.E.

The works consists of construction of rock revetment to the existing dredged fill materials as follows:

Area – 1 approx 1.200m long and with an approx rock quantity of 170.000 m3 Area - 2 approx rock quantity of 67.000 m3



ROCK REVETMENT AT MARINA MALL – ROCK PLACING SUBCONTRACT WORKS

Ghantoot Transport & Gen Const. Est Abu Dhabi

Contract Value: 2.518.081,37

Jul-04 to Aug-06

Abu Dhabi U.A.E

Construction of rock revetment to the existing dredged fill materials as follows:

Area – 1 approx 1,200 m long with an approx rock quantity of 170,000 m³

Area – 2 approx. rock quantity of 67,000 m³



SHAMS ABUDHABI PROJECT ON REEM ISLAND - CONSTRUCTION OF MARINE WORKS - MARINA AND SEA WALLS

Seawall Construction - The seawall construction comprises of pre-cast concrete block work (overall height 4.0m) with rock fill behind it. This section of the works covers approx. 2.4 km section of the island along the north and east coastline of the development. The seawall construction is to be carried out in a depth of water ranging between -1.0m to -3.5m NADD. Marina Quay Wall Construction - The marina is located on the east side of Shams Abu Dhabi development. Quay wall construction comprises pre-cast concrete block work wall (overall height 9.4m) with rock fill behind it. Overall length of the wall is 730m to be constructed in -6.5m NADD depth of water.




                ©2011 J&P-AVAX S.A. All rights reserved | Επικοινωνία | Όροι χρήσης