Category: Earth Retention Systems for Deep Excavations

Riyadh Metro Cut & Cover Tunnel , KSA

Riyadh Metro Line 6 Cut & Cover Tunnel, KSA Ammico’s scope of work included secant piles, anchoring, soldier piles and struts. CLIENT Ar Riyadha Development Authority MAIN CONTRACTOR FAST Consortium LOCATION Riyadh, KSA SOLUTIONS Foundation Works Secant Piles Soldier Piles Anchoring

Enabling Works at Doha Convention Center & Tower Project, Qatar

SONY DSC SONY DSC SONY DSC Doha Convention Center & Tower Project, Qatar Ammico’s scope of work included the design and installation of diaphragm walls, excavation, dewatering, and piling works. The major quantities and activities executed under this scope included the following: > Construction of diaphragm walls, 800 mm thick…

Sheraton Park Project – Doha, Qatar

Sheraton Park Project – Doha, Qatar Ammico’s scope of work included shoring and excavation works for Sheraton Park Project. CLIENT QDVC LOCATION Doha, Qatar SOLUTIONS Foundation Engineering, Enabling Works START DATE December 2011 COMPLETION DATE December 2013 Ammico scope of works include supply and installation of Marine Pilling Works for Glulam…

Abraj Quartier 3, 4, 5 & 6, The Pearl Qatar

Abraj Quartier 3, 4, 5 & 6 – The Pearl, Qatar The project is located in The Pearl, Qatar, with a total plot area of approximately 60,000 m². The development comprises four towers, each consisting of one basement level and forty storeys. Ammico’s scope of work included the installation of…

Musheireb Heart of Doha Project – Phase 2 & 3, Qatar

Musheireb Heart of Doha Project – Phase 2 & 3, Qatar Ammico’s scope of work comprised the design and installation of the shoring system, piling, excavation, and dewatering for the basement structure. The major elements of the works were as follows: > Construction of diaphragm walls, 800 mm thick and…

Qatar National Bank Headquarters Tower Project, Qatar

Qatar National Bank Headquarters Tower Project (5B+G+105 Storeys) Ammico’s scope of work comprised the design and installation of the shoring system, piling, excavation, and dewatering for the basement structure. The principal components of the works were as follows: > Construction of diaphragm walls, 800 mm thick and 29 m deep,…