Bored piles · CFA · Micropiles · Shoring — engineered deep foundations for heavy structures.
As a specialist piling contractor Egypt developers rely on for deep foundation execution, we deliver engineered pile solutions across commercial towers, industrial facilities, and infrastructure corridors from Cairo to Alexandria. Our fleet of Bauer, Soilmec, Casagrande, and Liebherr drilling rigs supports pile diameters from 500 to 2500 mm and depths up to 44 m, executed under BS EN 1536, ECP 202, and Saudi Building Code frameworks. Every project begins with a rigorous geotechnical review, followed by method selection matched to subsoil conditions, groundwater regime, and load transfer requirements. From the reclaimed soils of the Delta to the alluvial deposits of Upper Egypt and the karstic zones near Canal cities, our engineering team calibrates each solution to site-specific ground behavior.
Operating across the New Administrative Capital, industrial zones, port terminals, and hospital campuses, our piling division combines certified rig operators, in-house QA/QC, and instrumented load testing to ISO and ASTM protocols. We handle CFA piles, bentonite-supported bored piles, micropiles, driven piles, secant and contiguous walls, and steel sheet piling within one integrated delivery. Reinforcement cages are fabricated on site or in workshop under BS 4449 compliance, and every pile is logged with real-time depth, torque, and concrete volume records. Choosing a piling contractor Egypt clients trust means aligning with a team that closes the loop between design assumptions, field execution, and post-construction PIT and static load verification.
Rotary auger drilling with simultaneous concrete pumping through the hollow stem, producing a low-vibration pile ideal for urban Cairo sites, mixed cohesive-granular soils, and projects requiring rapid production rates without temporary casing.
Large-diameter rotary bored piles executed under bentonite slurry support in accordance with BS EN 1536, engineered for high axial and lateral loads in tower foundations, bridge piers, and industrial silos across the Delta and coastal zones.
Small-diameter, high-capacity grouted piles installed with limited-access rigs for underpinning, retrofitting, and load transfer in confined sites, historic districts of Alexandria, and industrial plants requiring foundation strengthening without operational shutdown.
Impact-driven precast concrete or steel tubular piles installed with hydraulic hammers for port terminals, jetties, and Canal city marine works, delivering verified end-bearing capacity and consistent set criteria under continuous dynamic monitoring.
Interlocking bored pile walls forming permanent or temporary retaining systems for deep basements, metro stations, and cut-and-cover tunnels, with secant configurations providing groundwater cutoff in high water table conditions along the Nile corridor.
Hot-rolled interlocking steel sections driven or vibrated to BS EN 12063 for cofferdams, quay walls, and excavation support in port projects and industrial waterfront developments, extractable for temporary works or left in place for permanent retention.
High-rise commercial towers
Industrial plants and factories
Hospitals and medical campuses
Metro stations and rail infrastructure
Port terminals and marine jetties
Bridges and highway overpasses
Power generation facilities
Logistics hubs and warehouses
| Metric | Test Standard | Result |
|---|---|---|
| Pile diameter range | BS EN 1536 | 500 to 2500 mm |
| Maximum pile depth | BS EN 1536 | Up to 44 m |
| Static axial load test | ASTM D1143 | Up to 300 percent working load |
| Low-strain integrity test | ASTM D5882 | 100 percent PIT coverage |
| Design compliance | ECP 202 / SBC | Full code alignment |
| Sheet pile installation | BS EN 12063 | Driven or vibrated |
| Concrete cube strength | BS EN 206 | C30/37 to C50/60 |
Rotary boreholes with SPT, UDS sampling, and laboratory testing establish stratigraphy, groundwater level, and geotechnical parameters for pile design.
Certified surveyors mark every pile position with total station equipment tied to project control points and cross-checked against structural drawings.
The working platform is graded, compacted, and load-verified before the Bauer, Soilmec, or Liebherr rig is tracked into position and leveled.
Drilling advances with CFA augers or Kelly buckets under bentonite slurry, with real-time monitoring of depth, verticality, and torque.
For CFA piles, concrete is pumped continuously through the hollow stem as the auger is withdrawn, maintaining positive head pressure throughout.
The prefabricated cage is lifted, aligned, and vibrated into the fresh concrete to design cut-off elevation using a high-frequency poker vibrator.
After curing, contaminated concrete is chipped away and the pile head is trimmed to the specified cut-off elevation with exposed rebar.
Low-strain PIT testing to ASTM D5882 covers all piles, while selected working piles undergo static load testing to ASTM D1143.
We operate our own Bauer, Soilmec, Casagrande, and Liebherr rigs across active projects nationwide. This eliminates subcontractor dependency and guarantees mobilization schedules for critical path foundations.
Our in-house geotechnical team reviews borehole data and validates pile design before mobilization. Method statements are tailored to actual subsoil behavior rather than generic templates.
PIT integrity testing to ASTM D5882 and static load testing to ASTM D1143 are executed by our own certified technicians. Results feed directly into as-built documentation without third-party delays.
Active project sites span Cairo, the New Administrative Capital, Alexandria, the Delta, Canal cities, and Upper Egypt. Regional logistics hubs support rapid rig transfer and consumable supply.
Every pile is designed and executed under ECP 202, BS EN 1536, BS EN 12063, and Saudi Building Code where applicable. QA/QC records are structured for consultant and lender audit.
Each pile is logged with digital records of depth, concrete volume, torque, and verticality. Deviations are flagged immediately, and corrective action is documented within the daily QC report.
Request a site visit and technical study from our geotechnical team — we review your borehole report and return an engineered solution within 48 hours.
