1. Jebel Ali Terminal 4, Phase 1
Project Introduction
1
BAM International
URS
Delta Marine Consultants
2. 1. Introduction - Project Location
JA T4 Project Introduction 2
Located in the Jebel Ali Free
Zone just south of Dubai, UAE.
The project site is across from
the Container Terminal 2
3. 2. Project Overview
JA T4 Project Introduction 3
N/KOM
fabricator
Berth 4
RAS LAFFAN
Bridge
Southern
Causeway
Northern
Causeway
Island Road
Quay Wall
and Yard
Area
4. 3.Scope Description
SCOPE OF WORKS
The works include design, procure, construct, testing and commissioning of the
following:
• Demolishing existing structures.
• Dredging the quay basin to -18.00m CD
• 400m Quay wall
• Reclamation and Soil Improvement – Yard and Causeway
• General Cargo Yard with lighting, fencing, paving and services.
• Causeway construction
o Northern Causeway 1800 m
o Southern Causeway with approach 650 m
• 420m Bridge
• 5 km Road works
• Various Administration and Security buildings
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5. Quay Wall
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• 400 m Pre-cast Block Wall
• 2660 units
• Dredging of Foundation & Navigation
Basin
• Rock Backfill
• In situ coping beam
• Quay Wall Furniture
Quay Wall
6. JA T4 Project Introduction 6
Marine Bridge
• 40m Spans
• 420m long
• Gravity Piers based
on rock foundation
• The Pier will be a
precast reinforced
footings with steel
pile column
• Cast in situ pile
plugs
• AASHTO Girders
• In situ concrete
deck
• ICE required
• Seismic parameters
considered
Marine Bridge
7. JA T4 Project Introduction 7
Causeway
• North & South
Causeway
• North Causeway
1870 m
• South Causeway
650m
• Causeway width
35m
• Different Armour
types for different
sections
• Soil Replacement &
Soil Improvement
required for
compaction
Causeway
8. Roadway
JA T4 Project Introduction 8
Roadway
• 5.08 km of roads to be constructed
various
• Single Carriageway for whole
project
• Different zones identified to which
the design parameters are applied.
• Surface build up optimised as per
zone requirements
9. General Cargo Yard Pavement
JA T4 Project Introduction 9
• Maximum axle load for yard
pavement - Reach Stacker.
• 100mm Concrete pavers for
surfacing
• Drainage requirement – Gullies with
grids to manholes and pipe line. Oil
separators at discharge
General Cargo Yard Pavements
10. Yard Utilities
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• Utilities include yard lighting, ducting,
fencing & road markings.
• Lighting by subcontractor – 8 mast
50 lux - 20 lux
• Road markings as per storage bays
• Ducts included for future data
services
Yard Utilities
11. Buildings
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• Building Works include
• Administration building (8m X 8m)
• Entrance building (4.5m X 2.5m)
• Security Post
• Toilet block (5.3m X 5.3m)
• Substation building (DEWA
requirements)
Buildings
12. JA T4 Project Introduction 12
Power Supply
• Max power allowable
200 kW
• Calculated load 164
kW
• Road lighting, yard
lighting, buildings,
miscellaneous
• HV Cable route from CT2
to new substation on island
• LV just for lighting of
southern causeway directly
from CT2 SS
HV & LV Power Supply
13. 4. Overall Work Schedule
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2014 2015
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Design ( ~8 months)
Precast Operations (8.5 months)
Mobilisation
Yard Area (~10 months)
Buildings (~8 months)
Quay Wall (~13 months)
Revetments (~4 months)
Causeway Works (~11 months)sd
Approach Bridge (~12.5 months)
Road Works (~7 months)
Construction (13 months)
Notice to Commence
Project Completion
Preliminary Works
Marine Works
completion
Dredging (2.5 months)
14. • Entire Programme 18½months
• Entire Programme based on a 6 day work week with Fridays as rest days
• Dredging Activities are based on a 7 day work week with 24 hours working
• Programme assumes 24 hour working for certain key works / activities
• Design Programme is developed based on Milestone Deliverables
• Since this is a fast track project, a collaborative design review process
needs to be adopted through all the stages
• Overall Design Period is 8 months including approvals
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4. Overall Programme
15. 5. EIA & Monitoring
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• EIA Report
The EIA is developed to determine the
impact of the project development to the
surrounding environment
• EIA Process
BAM International appointed DOME
International, an expert in the field to
perform the assessment
This included a survey of the
environmental baseline and provides a
projection of the project’s impact on the
environment
From this assessment a CEMP will be
developed to ensure that the works will
not adversely affect the environment
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