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ZÜBLIN GROUND AND CIVIL ENGINEERING L.L.C.
GULF TOWERS, OUD METHA ROAD
P.O. BOX: 111556, DUBAI, U.A.E.
PROJECT DATA SHEET
Riyadh Metro Line-6: Mono Piles on Viaduct 6.3
Riyadh, Kingdom of Saudi Arabia
Work Quantities in Total
Foundation Piles Diameter 2,500mm:
• 100 Nos of reinforced bored piles
• Depth of piles between 14 to 33m
• Total drilling length = 2,420.00m
Foundation Piles Diameter 1,200mm:
• 36 Nos of reinforced bored piles
• Depth of piles between 14 to 25m
• Total drilling length = 1,017.00m
Pile testing including dynamic, cross hole
sounding and low strain integrity test
Special Challenges
Space Restrictions due work within road
median and populated areas
Restriction on working hours and concrete
supply
Variable soil conditions i.e. soil and rock.
April 2016
Client
Arriyadh Development Authority (ADA)
Consultant
Riyadh Advanced Metro Project Execution
and Delivery (RAMPED)
Contractor
FAST Consortium LLC
Contract type
Subcontract
Contract Value
US$ 4,700,000.00
Contract Share
100%
Period of Construction
January 2016 – present
Project Description
Execution of mono piles for viaduct 6.3 of
the Riyadh Metro Project Line-6.
Installation of cast in-situ bored reinforced
foundation piles with dia. 1,200mm and
2,500mm including pile testing, excavation
and chipping.
Technology & Geology
Installation of foundation piles by using
rotary drilling rig type BG40 and temporary
casings.
Drilling of 1,200mm and 2,500mm piles
using shorter casings with drilling fluid.
Fabrication and handling of rebar cages on
site.
Casting of reinforced concrete piles using
tremie method.
Quality control by means of sonic logging,
dynamic load test and low strain integrity
test.

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Riyadh Metro Viaduct 6.3

  • 1. ZÜBLIN GROUND AND CIVIL ENGINEERING L.L.C. GULF TOWERS, OUD METHA ROAD P.O. BOX: 111556, DUBAI, U.A.E. PROJECT DATA SHEET Riyadh Metro Line-6: Mono Piles on Viaduct 6.3 Riyadh, Kingdom of Saudi Arabia Work Quantities in Total Foundation Piles Diameter 2,500mm: • 100 Nos of reinforced bored piles • Depth of piles between 14 to 33m • Total drilling length = 2,420.00m Foundation Piles Diameter 1,200mm: • 36 Nos of reinforced bored piles • Depth of piles between 14 to 25m • Total drilling length = 1,017.00m Pile testing including dynamic, cross hole sounding and low strain integrity test Special Challenges Space Restrictions due work within road median and populated areas Restriction on working hours and concrete supply Variable soil conditions i.e. soil and rock. April 2016 Client Arriyadh Development Authority (ADA) Consultant Riyadh Advanced Metro Project Execution and Delivery (RAMPED) Contractor FAST Consortium LLC Contract type Subcontract Contract Value US$ 4,700,000.00 Contract Share 100% Period of Construction January 2016 – present Project Description Execution of mono piles for viaduct 6.3 of the Riyadh Metro Project Line-6. Installation of cast in-situ bored reinforced foundation piles with dia. 1,200mm and 2,500mm including pile testing, excavation and chipping. Technology & Geology Installation of foundation piles by using rotary drilling rig type BG40 and temporary casings. Drilling of 1,200mm and 2,500mm piles using shorter casings with drilling fluid. Fabrication and handling of rebar cages on site. Casting of reinforced concrete piles using tremie method. Quality control by means of sonic logging, dynamic load test and low strain integrity test.