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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: Elevated Stations 6G2, 6E1, 6H1, 6F1, 6G1 and 6D2
Riyadh, Kingdom of Saudi Arabia
Work Quantities in Total
6 nos. of elevated stations
64 to 84 nos. of piles for each station
(Total 420 Piles)
Depth of piles between 8 to 40m
Total drilling length = 9,900.00m
Pile testing including dynamic, cross hole
sounding and low strain integrity test
Special Challenges
Space Restrictions
Utility Restrictions
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$ 5,700,000.00
Contract Share
100%
Period of Construction
August 2015 – present
Project Description
Execution of four elevated stations for the
Riyadh Metro Project Line-6. Installation of
cast in-situ bored reinforced foundation
piles with dia. 1,500mm including pile
testing.
Technology & Geology
Installation of foundation piles by using
rotary drilling rig type BG40 and temporary
casings.
Drilling of 1,500mm piles using variable
drilling approaches i.e. shorter casings
without drilling fluid and longer casings
with polymer depending upon the site
geotechnical conditions.
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 Line-6

  • 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: Elevated Stations 6G2, 6E1, 6H1, 6F1, 6G1 and 6D2 Riyadh, Kingdom of Saudi Arabia Work Quantities in Total 6 nos. of elevated stations 64 to 84 nos. of piles for each station (Total 420 Piles) Depth of piles between 8 to 40m Total drilling length = 9,900.00m Pile testing including dynamic, cross hole sounding and low strain integrity test Special Challenges Space Restrictions Utility Restrictions 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$ 5,700,000.00 Contract Share 100% Period of Construction August 2015 – present Project Description Execution of four elevated stations for the Riyadh Metro Project Line-6. Installation of cast in-situ bored reinforced foundation piles with dia. 1,500mm including pile testing. Technology & Geology Installation of foundation piles by using rotary drilling rig type BG40 and temporary casings. Drilling of 1,500mm piles using variable drilling approaches i.e. shorter casings without drilling fluid and longer casings with polymer depending upon the site geotechnical conditions. 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.