
WATERKLOOF
AIR FORCE BASE RUNWAY UPGRADE AWARDED
The contract for the upgrading of the main runway and
critical taxiways at Air Force Base
Waterkloof was awarded by the Department of Public Works on
Friday 13 June 2008. The
successful Tenderer, Runway Contractors Joint Venture,
consisting of a consortium of Mvela
Phanda Construction, Protech Khuthele and Gerolemou
Construction were presented with theappointment letter by
the Mr S Malebye, the Chief Operations Officer of the
Department. Thiscontract is the first of four projects
planned to upgrade the runways and taxiways of Air Force
Base Waterkloof as well as the construction of a new A400M
Strategic Airlift Facility.
STRATEGIC IMPORTANCE AND FUTURE UTILISATION
The strategic and national importance of Waterkloof Air
Force Base requires the upgrade of
the runways, taxiways and airside facilities at the Air
Force Base to international standards
and specifications capable of accommodating future aircraft
operations.
Air Force Base Waterkloof represents the largest operational
base within Southern Africa. Not only does the Base provide
a crucial military role, but in recent years has been
utilised as a basis for humanitarian operations as well as
the accommodation of “commercial” air traffic. It is also
the primary airport landing facility for high ranking
international delegates and the home base for the
Presidential Arrival and Departure Facility of the South
African Air Force.
AIRCRAFT OPERATIONS AND UPGRADE DESIGN
Designed originally as a fighter and medium sized cargo air
force base operating mainly
Hercules C130 as the largest aircraft, Waterkloof Air Force
Base currently accommodates
mainly large transport and commercial aircraft. Future
traffic include the Airbus A380, the
Airbus A400M (the new transport aircraft of the South
African Air Force), the Boeing 747-400
2 and other large bodied heavy aircraft, military and
commercial. The upgrade should ensure
continued future operational status at Waterkloof Air Force
Base for a period of 30 years.
The redesign of the runways and taxiways was undertaken by
the Air Force Base Waterkloof
Consultants Joint Venture, a consortium consisting of Ninham
Shand (Pty) Ltd, Africon
International, Ndodana Consulting Engineers and VGI Consult
cc. The design ensures that
Waterkloof Air Force Base meets International Civil Aviation
Organisation standards, as well
as the Departments stringent guidelines regarding
infrastructure provision on dolomite.
Numerous measures have been incorporated into the design to
limit possible sinkhole
formation and provide an “early warning system” relating to
any soil instabilities within the
vicinity of the runway and critical taxiways. In addition to
the civil upgrades the entire runway
lighting system will be upgraded.
EMPOWERMENT
The contract shall include an unprecedented Targeted
Contract Participation Goal of 70%, far
surpassing the “generally accepted” 30% associated with
civil construction projects. In addition to the Contract
Participation Goal, the Contract includes the employment and
training of labour under the Department’s EPWP-NYS
Programme.

Photo Top: Empowerment initiatives underway with workers in
the new services tunnel.
Photo Bottom: Dynamic compaction on main runway in process.
ENVIRONMENTAL
CONTROL
Environmental management during construction forms a
critical part of the Contract. The
Department of Environmental Affairs and Tourism approved
Environmental Management
Plan, commissioned by the Department of Public Works by
independent consultants, shall be implemented throughout the
construction at the Base
CONSTRUCTION PHASES AND TIMEFRAME
The Contract consists of two phases. Phase 1 focuses on the
upgrade of the main runway
and the installation of the main runway lighting over the
first 12 months of the contract. Phase
2 consists of the upgrade and maintenance of the various
taxiways and the upgrade of the
drainage system over a 15 month period. The entire Base
shall be closed for flight operations
during Phase 1 and the first 3 months of Phase 2. It is
anticipated that limited operations of
Presidential and VVIP flights from Waterkloof Air Force Base
shall commence within 15
months.
VITAL STATISTICS
The following statistics are a reflection of the magnitude
of construction work on the main
runway and taxiways:
• Mass Earthworks - 950,000 m³
• Asphalt Base and Surfacing - 33,350 m³
• Concrete Raft Foundation - 23,000 m³
• HDPE Piping - 135 km
The construction work includes one of the largest concrete
pours on a daily basis on one
structure (± 1300 m³ concrete cast during each 8 hr shift).
FURTHER UPGRADES PLANNED
Further contracts planned at Waterkloof Air Force Base
include the upgrade of the secondary
runway, the finalisation of the runway and taxiway lighting
and the construction of the new
Airbus A400M facility. The new Airbus A400M facility shall
include the construction of a new
flight lane and hardstands, the construction of appropriate
hangars to house eight AIRBUS
A400M aircraft, including a maintenance hangar and wash bay,
and new logistics buildings.
The facilities are required prior to the arrival of the
South African Air Force A400M aircraft
scheduled for after 2010.

The A400M
aircraft
GENERAL SCOPE OF WORKS FOR PROJECT 1 - INFORMATION AS
REQUESTED
Construction Value of Project 1 = R699 Million Including VAT
Divided into two phases:
• Phase 1 – Main Runway (Runway 0119) = 12 months
• Phase 2 – Taxiways and other airside pavements = 15 months

Construction of
raft foundations in progress
Consultant – Waterkloof Air Force Base Consultants Joint
Venture consisting of:
• Ninham Shand (Pty) Ltd,
• Africon International,
• Ndodana Consulting Engineers and
• VGI Consult cc
• Key Staff
o Engineer and Contractor Manager – Bruce Morton
Contractor – Runway Contractors Joint Venture consisting of:
• Mvela Phanda Construction (Pty) Ltd
• P Gerolemou Construction (Pty) Ltd
• Protech Khuthele (Pty) Ltd
South African Air Force Project Officer – Lt Col Tommie J
Arpin
Scope of works:
1. Rebuilding the Main Runway (Runway 0119) to international
standards for operations of current large wide bodied
military and commercial aircraft (Boeing, Airbus, etc)
a. Involves the excavation of existing runway to a depth
varying between 1 and 2 m below current level
b. Followed by removal of poor quality soils and engineered
compaction of dolomite risk areas.
c. In high-risk dolomite area within aircraft landing areas
concrete raft foundations are to be constructed to provide
adequate support for aircraft.
d. New pavement will be constructed to require strength
based on anticipated flight operations
2. All civil services and facilities for planned aircraft
operations on Runway 0119 including lighting and drainage.
3. Construction of service tunnels (continuous reinforced
concrete structure) under Runway 0119 and main taxiways to
provide adequate access to services such as communications,
electricity and water.
4. Relocation of all services crossing Runway 0119 and main
taxiways through the services tunnels, excluding stormwater
drainage and fuel lines.
5. Reconstruction of airside stormwater system to ensure
that no stormwater drainage crosses under Runway 0119.
Stormwater drainage infrastructure will be constructed
exclusively from High Density Poly-Ethylene (HDPE) piping
according to the departments dolomitic guidelines and
specifications.
6. Runway paint marking.
7. Dolomitic remedial actions required as per the dolomitic
risk management procedures including additional
investigations as scheduled for Runway 0119.
8. Management and maintenance based contract to be
instituted for a 3-year period after construction