We are a Canadian company, registered with the Professional Engineers Ontario (PEO), specializing in structural engineering, geotechnical engineering, and CAD drafting.
Our diverse expertise supports a wide range of industries, ensuring innovative and reliable solutions for:
- High-rise buildings and real estate development
- Roads, bridges, and infrastructure projects
- Energy sector and Utilities
Our commitment to excellence and precision enables us to deliver top-notch outsourcing services to major design and construction companies globally. By leveraging our extensive experience and technical knowledge, we help our clients achieve their project goals efficiently and effectively.
Connect with us to discover how we can support your projects with our expert outsourcing solutions. Our prestigious clients include:
- Flores Lund Consultants (BergerABAM), USA
- Byrne Looby Partners, Ireland
- Bullivant Arabia, Saudi Arabia
- Acres International (Hatch Ltd.), Canada
- Scot Wilson, United Kingdom
- John Seiferts, United Kingdom
- Turner International
- Bauer International
- Alghurair Group, Dubai
Partner with us and experience the difference that our expertise and dedication can make in your projects.
Providing structural design, geotechnical design, CAD drafting and detailing services
The Grid
Stories: 4B + G + 17
Height: 270 feet
Built up Area: 500,000 square feet
Services: Structural Design
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted for this multi-story commercial and residential building.
160P Office Building Shoring Works Package
Excavation Depth: 35 feet
Site Perimeter: 390 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Riyadh Metro, Line 4, Elevated Station 4B1
Geotechnical design for shoring and excavation system
Pace Tower (T27)
Stories: 5B + G + 23
Height: 280 feet
Built up Area: 500,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Ali Trade Centre
Stories: 5B + G + 24
Height: 300 feet
Built up Area: 400,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted.
The Springs
Stories: 3B + G + 11
Built up Area: 167,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Golf View Rumanza Shoring Works Package
Excavation Depth: 40 feet
Site Perimeter: 410 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level and two levels of pre-stressed ground anchors
Mint Properties Shoring Works Package
Excavation Depth: 25 feet
Shoring System Adopted: 560
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
G11 Hotel
Stories: 2B + LG + G + 10
Built up Area: 338,500 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Benevolent Fund Tower
Stories: 6B + G + 26
Height: 320 feet
Built up Area: 500,000 square feet
Services: Structural Design Vetting
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
Naqi Mall Shoring Works Package
Excavation Depth: 40 feet
Site Perimeter: 1,050 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Shoring Works for Extension of Amiri Dewan, Doha, Qatar
Third-party Design Vetting of Shoring System
Ali Trade Center Shoring Works Package
Excavation Depth: 59 feet
Site Perimeter: 655 feet
Services: Geo Technical Design
Earth retention (Earth retention (shoring) system comprising of bored cast in situ 24″ dia soldier piles and three (3) rows of pre-stressed ground anchors) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Ali Tower
Stories: 5B + G + 15
Height: 180 feet
Built up Area: 240,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted.
MS Tower
Stories: 2B + G + 9
Height: 120 feet
Built up Area: 70,000 square feet
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
Hilton Hotel
Stories: 3B + G + 25
Height: 390 feet
Built up Area: 600,000 square feet
Services: Structural Design
A commercial and hotel high-rise development. Designed as an essentially complete RCC frame (RCC Columns, flat slabs with drop panels) which provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Piled Raft Foundation was adopted.
Double Tree by Hilton
Stories: 2B + LG + UG + 11
Built up Area: 500,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Indigo Apartments Shoring Works Package
Excavation Depth: 25 feet
Site Perimeter: 560 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
King Faisal Hospital Service Tunnel Shoring System
Excavation Depth: 56 feet
Services: Geo Technical Design
Soil nail wall and ground anchors
Centaurus Mall Shoring Works Package
Excavation Depth: 56 feet
Site Perimeter: 1,635 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24″ dia soldier piles and three (3) rows of pre-stressed ground anchors
Imarat Residence I
Stories: 2B + G + 29
Height: 400 feet
Built up Area: 1,000,000 square feet
Services: Structural Design
Three high-rise residential towers consisting of RCC Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. RCC Outriggers were employed at 18th, 20th and 22nd Floors. A Piled Raft foundation system is adopted.
Spring Apartments
Stories: 2B + G + 11
Built up Area: 216,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Gulberg Hotel Shoring Works Package
Excavation Depth: 35 feet
Site Perimeter: 390 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
Doha Live, Shoring Works, Qatar
Excavation Depth: 40 feet
Services: Geo Technical Design
Third-party Design Vetting of Shoring System and Value Engineered alternative Design using Nailed Wall System
AJ Corporate Avenue
Stories: 4B + G +16
Built up Area: 500,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Mall of Arabia
Stories: 4B + G + 15
Height: 275 feet
Built up Area: 790,000 square feet
Services: Structural Design
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted for this multi-story commercial and office building.
Benevolent Fund Tower Shoring Works Package
Excavation Depth: 80 feet
Site Perimeter: 790 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ secant piles with one (1) row of pre-stresses ground anchors and two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Courtyard by Marriot
Stories: 3B + G + 10
Height: 150 feet
Built up Area: 380,000 square feet
Services: Structural Design
A hotel building designed as an essentially complete RCC frame (RCC Columns, flat slabs with drop panels) which provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
Spring Atrium
Stories: 2B + G + 11
Built up Area: 176,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Yanbu Export Refinery Redundant Supply Line Shoring Works Package
Excavation Depth: 56 feet
Services: Geo Technical Design
Micropiles with pre-stressed ground anchors
Ufone Tower
Stories: 5B + G + 27
Height: 330 feet
Built up Area: 600,000 square feet
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
Gold Crest, Block 25
Stories: 6B + G + 39
Height: 450 feet
Built up Area: 600,000 square feet
Services: Structural Design
A residential high-rise structure designed as an RCC Frame with Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. Resistance to gravity loads provided by RCC columns with drop panels. RCC Outriggers were employed at 13th Floor and 30th floor to control lateral drift in seismic and wind conditions. A Piled Raft foundation system is adopted.
Life style Residency
Stories: 3B + G + 19
Height: 250 feet
Built up Area: 6,300,000 square feet
Services: Structural Design Vetting
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
Tricon Corporate Centre
Stories: 5B + G + 20
Height: 250 feet
Built up Area: 500,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof in order to reduce storey drift in earthquake.
Downtown Mall Shoring Works Package
Excavation Depth: 47 feet
Site Perimeter: 560 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Serene Tower
Stories: 2B + G + 26
Built up Area: 1,360,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Golf Floras II
Stories: 3B + G + 29
Height: 350 feet
Built up Area: 1,100,000 square feet
Services: Structural Design
A development consisting of two high-rise residential towers. An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads is provided. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Piled Raft Foundation was adopted.
PEC Regional Office Building Shoring Works Package
Excavation Depth: 40 feet
Site Perimeter: 560 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Gulmohar Manzil Shoring Works Package
Excavation Depth: 37 feet
Site Perimeter: 560 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia. and thickness
The Skyscraper (United Tower) Shoring Works Package
Excavation Depth: 35 feet
Site Perimeter: 560 feet
Shoring System Adopted: Soldier Piles with multi-level Steel Struts
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ comprising of 24” dia. soldier piles supported laterally by steel struts of varying dia. and thickness at capping beam level
AJ Towers
Stories: 3B + G + 16
Height: 220 feet
Built up Area: 560,000 square feet
Services: Structural Design
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. Two mixed-use towers connected with a 100 ft. long steel truss bridge. A Raft Foundation was adopted.
Ali Tower Shoring Works Package
Excavation Depth: 35 feet
Site Perimeter: 390 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Sky Park One
Stories: 3B + G + 11
Height: 160 feet
Built up Area: 450,000 square feet
Services: Structural Design
This is a commercial and residential building design as an essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
DIGI Campus
Stories: 1B + G + 8
Height: 120 feet
Built up Area: 750,000 square feet
Services: Structural Design
A technology park consisting of 05 blocks was designed as an RCC frame RCC Columns, flat slabs with drop panels) which provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
Pace Tower Shoring Works Package
Excavation Depth: 60 feet
Site Perimeter: 770 feet
Earth retention (shoring) system comprising of bored cast in situ 24″ dia. soldier piles and three (3) rows of pre-stressed ground anchors
Pace Circle Shoring Works Package
Excavation Depth: 52 feet
Site Perimeter: 1,750 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24″ dia. soldier piles and three (3) rows of pre-stressed ground anchors
Downtown Mall
Stories: 4B + G + 16
Height: 200 feet
Built up Area: 200,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted.
One Destination
Stories: G + 5
Height: 85 feet
Built up Area: 230,000 square feet
Services: Structural Design
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
Novacare Hospital
Stories: 2B + LG + UG+ 9
Built up Area: 630,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
METRO Cash and Carry
Stories: 1B + G + 3
Height: 40 feet
Built up Area: 350,000 square feet
Services: Structural Design
RCC Frame structure (RCC Columns, flat slabs with drop panels) provides support for gravity and lateral loads. Housing a state-of-the-art cash and carry store, a Pre-Engineered Building structure was also designed. The building rested on spread foundations.
Pacific Beacon
Stories: Two (2) x G + 17
Height: 200 feet
Built up Area: 1,200,000 square feet
Services: Structural Design
The building is situated in Seismic Zone 4 area in San Diego, California. RCC Framing (RCC Columns, flat Plate slabs) support the gravity loads while Special Shear Walls resist Lateral Loads. A Pile Cap Foundation was adopted.
MS Tower Shoring Works Package
Excavation Depth: 25 feet
Shoring System Adopted: 390
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ comprising of 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
Park Lane Tower
Stories: 4B + G + 29
Height: 430 feet
Built up Area: 925,000 square feet
Services: Structural Design
A mixed-used high-rise designed as an RCC Frame with Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. Resistance to gravity loads provided by RCC columns with drop panels. RCC Outriggers were employed at 5th Floor to control lateral drift in seismic and wind conditions. The outriggers also serve as transfer structures for modified framing in upper floors. A Piled Raft foundation system is adopted.
Mabarak Center Shoring Works Package
Excavation Depth: 60 feet
Site Perimeter: 2,716 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24″ dia soldier piles and three (3) rows of pre-stressed ground anchors
Islamabad Stock Exchange
Stories: 4B + G + 20
Height: 250 feet
Built up Area: 400,000 square feet
Services: Structural Design Vetting
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
National College of Arts, Graduate Block, Shoring Works Package
Excavation Depth: 35 feet
Site Perimeter: 638 feet
Services: Geo Technical Design
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Business Hub
Stories: 2B + G + 7
Height: 115 feet
Built up Area: 670,000 square feet
Services: Structural Design
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
The Centaurus, Tower D
Stories: 5B + G + 30
Height: 500 feet
Built up Area: 1,500,000 square feet
Services: Structural Design
A mixed-used high-rise designed as an RCC Frame with Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. Resistance to gravity loads provided by RCC columns with drop panels. RCC Outriggers were employed at 5th Floor and 24th floor to control lateral drift in seismic and wind conditions. The outriggers also serve as transfer structures for modified framing in upper floors. A Piled Raft foundation system is adopted.
Bavylon
Stories: 4B + G + 27
Height: 400 feet
Built up Area: 1,000,000 square feet
Services: Structural Design
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
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Effective Date: July 1, 2020
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