Riyadh · Jeddah · Dammam · Khobar — bored piles, CFA, micropiles, shoring and anchors.
EG CORE operates as a specialist piling contractor Saudi Arabia developers, EPC firms, and consulting engineers rely on for deep foundation execution across the Kingdom. Our fleet of Bauer, Soilmec, Casagrande, and Liebherr drilling rigs delivers CFA piles, large-diameter bored piles, micropiles, and retaining pile walls to specifications aligned with Saudi Building Code SBC 303 and BS EN 1536. From high-rise cores in Riyadh and Jeddah to industrial slabs in Dammam and Khobar and megaproject infrastructure at NEOM, we mobilize crews, telemetry-equipped rigs, and QA/QC engineers as a single integrated resource. Every pile is instrumented, logged, and verified so the structural designer receives a documented foundation package that satisfies both geotechnical intent and independent third-party review.
As a piling contractor Saudi Arabia projects trust for technically demanding foundations, EG CORE combines site investigation interpretation, working platform design, and rig-specific method statements into a coordinated delivery model. We handle bentonite plants, tremie concrete logistics, reinforcement cage fabrication, and pile testing under one contract, eliminating interface risk across the Eastern Province and central regions. Our engineers coordinate with the geotechnical designer of record to validate socket depths, base cleaning acceptance, and shaft resistance assumptions before production begins. Integrity testing, static and dynamic load testing, and as-built pile schedules are issued to consultants in structured digital deliverables that support project milestone certification and downstream superstructure sequencing.
Rotary CFA piles installed with instrumented Soilmec and Bauer rigs, delivering vibration-free execution in cohesive and granular strata. Ideal for congested urban sites in Riyadh and Jeddah where noise, spoil control, and adjacent structure protection are governing constraints.
Large-diameter rotary bored piles installed under bentonite or polymer slurry support, executed with Bauer BG rigs to socket depths in weathered rock. Suited to high-rise cores, bridge abutments, and heavy industrial foundations across the Eastern Province and NEOM.
Small-diameter, high-capacity micropiles drilled and grouted under pressure, used for underpinning, seismic retrofitting, and restricted-access foundations. Reinforced with hollow bar or threaded steel and installed by compact rigs where headroom or footprint prohibits conventional piling equipment.
Precast concrete and tubular steel piles driven by hydraulic hammers and Liebherr crawler cranes, delivering verified end-bearing capacity through dynamic monitoring. Deployed for port structures, jetties, and industrial platforms across Dammam, Khobar, and the wider Eastern Province coastline.
Retaining pile walls formed from overlapping or spaced bored piles, engineered as temporary or permanent earth-retention systems for basements, cut-and-cover tunnels, and pump stations. Designed with hard-firm or hard-hard secant configurations to control groundwater and soil deformation.
Vibratory and silent-pressed steel sheet pile walls installed to BS EN 12063 for cofferdams, quay walls, and temporary excavation support. Executed with Casagrande and Liebherr vibratory hammers, with sections selected against structural, hydraulic, and corrosion durability requirements.
High-rise commercial towers
Industrial and petrochemical facilities
Hospitals and healthcare complexes
Port, jetty, and marine terminals
Bridges and highway infrastructure
Metro and rail underground stations
Data centers and logistics hubs
Power plants and utility installations
| Metric | Test Standard | Result |
|---|---|---|
| Pile diameter range | BS EN 1536 | 500 – 2500 mm |
| Maximum installation depth | SBC 303 | Up to 44 m |
| Bored pile execution | BS EN 1536 | Compliant |
| Static load testing | ASTM D1143 | Up to 3000 t |
| Low-strain integrity testing | ASTM D5882 | 100% of piles |
| Steel sheet pile installation | BS EN 12063 | Compliant |
| Geotechnical design framework | SBC 303 | Fully aligned |
Geotechnical boreholes, SPT, and lab testing establish stratigraphy, groundwater, and design parameters before pile type selection.
Licensed surveyors set out every pile position using total stations tied to the project control network and verified against structural drawings.
Engineered working platforms are constructed and certified before Bauer, Soilmec, or Liebherr rigs are tracked into position for drilling.
Boreholes are advanced by continuous flight auger or under bentonite slurry, with torque, depth, and verticality logged in real time.
Concrete is pumped through the hollow stem or tremie pipe under controlled pressure as the auger or casing is extracted.
Prefabricated reinforcement cages are lowered into the fresh concrete and seated using vibrators to achieve the specified embedment depth.
Contaminated concrete is trimmed from the pile head down to the design cut-off level, exposing sound concrete and reinforcement laps.
Low-strain integrity testing to ASTM D5882 and static load testing to ASTM D1143 verify pile continuity and load-carrying capacity.
EG CORE owns and maintains a dedicated fleet of Bauer, Soilmec, Casagrande, and Liebherr rigs. This eliminates subcontracted equipment risk and guarantees mobilization schedules across simultaneous projects in Riyadh, Jeddah, and NEOM.
Our engineers interpret site investigation data and validate pile capacity assumptions before production. Method statements are tailored to each stratigraphy rather than issued from generic templates, reducing rework and non-conformance reports.
Static load, dynamic load, and PIT integrity testing are delivered in-house under ASTM D1143 and D5882. Consultants receive results within contractual turnaround times without waiting on third-party testing houses.
Operational bases across the Eastern Province, central region, and western coast allow rapid deployment to Dammam, Khobar, Riyadh, Jeddah, and NEOM. Logistics for casings, cages, and bentonite are managed as internal supply lines.
Every pile is executed in alignment with Saudi Building Code SBC 303, BS EN 1536, and BS EN 12063. Our QA/QC documentation package is structured to satisfy both local authorities and international consultant audits.
Rig telemetry captures depth, torque, verticality, and concrete volume for every pile. As-built pile schedules and non-conformance registers are delivered as structured digital records that integrate directly into project BIM environments.
Request a site visit and technical study from our geotechnical team — we review your borehole report and return an engineered solution within 48 hours.
