AL WATAD COMPANY PROFILE
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AL WATAD FOUNDATION CONTRACTING LLC · COMPANY PROFILE 2026

ENGINEERING BELOW.
CONFIDENCE ABOVE.

Specialist foundation engineering across the UAE. Explore Al Watad’s piling and shoring capabilities, credentials, drilling fleet and selected completed projects.

2014 · Established in Abu Dhabi2016 · Dubai branch03 · UAE branches35+ · Heavy machinery units
EXPLORE THE FULL A4 PROFILE ↘
AL WATAD FOUNDATION CONTRACTING LLC · UAE

ENGINEERING
BELOW.
CONFIDENCE ABOVE.

Specialist piling, shoring and ground improvement solutions across the UAE.

DISCOVER AL WATAD ↗
PILING • SHORING • GROUND IMPROVEMENT • SPECIALIST WORKS
Zoomlion rotary drilling rig — Al Watad fleetCONCEPT VISUAL · FOUNDATION ENGINEERING
AL WATAD / COMPANY PROFILE 2026OUR CAPACITY AT A GLANCE
THE SCALE BEHIND OUR WORK

BUILT ON EXPERIENCE.
DRIVEN BY CAPABILITY.

Specialist foundation engineering, dedicated plant and project delivery across the UAE.

512+

PROJECTS FINISHED

Company-reported total; 86 selected records presented

2014

ESTABLISHED IN ABU DHABI

Dubai branch established in 2016

35+

HEAVY MACHINERY UNITS

Specialist equipment and support plant

100%

SAFETY & QUALITY COMMITMENT

Embedded in planning and site delivery

FOUNDATION ENGINEERING · PILING · SHORING · GROUND IMPROVEMENTEXPLORE OUR FLEET ↗
Company overviewFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 202601 / OUR STORYCOMPANYOVERVIEW.Al Watad Foundation Contracting LLC deliversspecialist piling, excavation retention andground improvement works for residential,commercial and infrastructure projects in theUnited Arab Emirates.Established foundationsThe company was established in Abu Dhabi in2014 and opened its Dubai branch in 2016. Itsscope also includes grouting, dewatering,anchorage and floating marine systems.An engineering-led approachAl Watad works with clients, consultants andmain contractors to develop practicalfoundation solutions, plan site operations andcoordinate delivery. Experienced engineers andoperators support the work from mobilisationthrough testing and handover.2014Established in Abu Dhabi2016Dubai branch established03UAE branchesSite photograph supplied by Al Watad.03HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me03
UAE branchesFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026OUR UAE PRESENCETHREE BRANCHES.ONE COMMITMENT.Al Watad Foundation operates through its branches in Dubai, Abu Dhabi and RasAl Khaimah.01HEAD OFFICEDubaiUnited Arab Emirates02BRANCHAbu DhabiUnited Arab Emirates03BRANCHRas AlKhaimahUnited Arab EmiratesONE POINT OF CONTACT / +971 55 350 8181Conceptual ground-engineering illustration.04HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me04
Capability overviewFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026OUR SERVICESGROUND ENGINEERING.ONE COORDINATED TEAM.A coordinated scope for foundations, excavation support and ground treatment.01DeepfoundationsBored cast-in-situ piles,continuous flight auger (CFA)piles and micropiles.02ExcavationretentionDiaphragm walls, contiguouspiles, secant-pile walls, sheetpiles and soldier-pile systems.03GroundimprovementStone columns, controlledmodulus columns (CMC) andsoil cement stabilisation.04GroutingCement, rock, cavity,chemical, polyurethane,compaction and jet grouting.05SupportingworksDeep-well and wellpointdewatering, ground anchorsand soil nailing.06Marine systemsFloating boat docks, walkways,kayak parking, swimmingplatforms and leisure areas.Detailed services and methods follow. Service imagery includes conceptual illustrations.05HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me05
Piling systemsFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026DEEP FOUNDATIONSFOUNDATIONSWITH PURPOSE.Foundation techniques selected to suit the structure, ground conditions and constructionconstraints.PILING SYSTEMS01Bored cast-in-situpilesA drilling rig forms the shaft to the required diameter and depth.Reinforcement and concrete form the load-bearing pile in theground. Temporary casing or drilling support fluids may berequired by the ground conditions and approved method.02Continuous flightauger (CFA) pilesA continuous auger supports the bore during drilling. Concrete orgrout is pumped through the hollow stem as the auger iswithdrawn, followed by reinforcement installation.03MicropilesSmall-diameter reinforced, grouted elements provide foundationsupport where access or space is restricted. Drilling,reinforcement and staged grouting follow the project-specificdesign.LET’S PLAN YOUR FOUNDATIONSShare the location, drawings and requiredprogramme.Discuss your scope directly with Al Watad.↗GET A QUOTEConceptual illustration. Project-specific methods apply.06HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me06
Secant and contiguous pile wallsFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026SHORING / EXCAVATION RETENTIONSUPPORT FORDEEPER AMBITION.Pile-based retaining systems provide support around excavations and constrained boundaries.SECANT AND CONTIGUOUS PILE WALLS01Secant-pile wallsPrimary and secondary piles overlap to form a continuous wall.The installation sequence and concrete specification follow theapproved design and construction method. Groundwaterperformance depends on the project design and execution.02Contiguous-pilewallsClosely spaced piles retain the ground along an excavationboundary. Pile spacing, temporary support and groundwatermeasures depend on the ground conditions and design.03Integrated enablingworksRetaining elements, excavation stages, ground anchors or othersupports require coordinated planning with adjacent structuresand the main works.LET’S PLAN YOUR SHORINGShare the location, drawings and requiredprogramme.Discuss your scope directly with Al Watad.↗GET A QUOTEConceptual illustration. Project-specific methods apply.07HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me07
Ground improvementFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026GROUND IMPROVEMENTENGINEERINGTHE GROUND RESPONSE.Ground treatment techniques address bearing capacity, settlement and site-specific soil behaviour.GROUND IMPROVEMENT01Stone columnsVibro replacement stone columns reinforce weak ground usingcompacted aggregate. Wet Stone Columns, Dry Stone Columnsand Offshore Stone Columns suit different execution settings.Layout, depth and aggregate follow the approved design.02Controlled moduluscolumnsRigid inclusions improve the response of weak or compressibleground. Installation depth, spacing and load transferarrangements are design-specific. Working near existingstructures and utilities requires project-specific clearance andprotection measures.03Soil cementstabilisationSoil, cement and water are mixed to improve strength andstiffness. The mix design and treatment method depend on thesoil properties, target performance and verification requirements.LET’S PLAN YOUR GROUND IMPROVEMENTShare the location, drawings and requiredprogramme.Discuss your scope directly with Al Watad.↗GET A QUOTEConceptual illustration. Project-specific methods apply.08HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me0804VibrocompactionLand and offshore vibro compaction densifies granular soil tocapacity and reduce settlement, to the approved treatment design.
Grouting solutionsFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026GROUTING SOLUTIONSPRECISION,BELOW THE SURFACE.GROUTING SOLUTIONS01Cement and rockgroutingCementitious grout treats permeable zones, fissures and groundrequiring sealing or improvement, subject to the selected designand injection method.02Cavity injectionTargeted injection fills voids and supports ground affected bycavities or local loss of material. The grout type, stages andpressure require site-specific control.03Chemical injectionSolutions such as silicates, acrylates and polyurethane canreduce permeability or improve cohesion. Material selectiondepends on the soil and intended treatment.04PolyurethaneinjectionExpanding polyurethane can fill voids and support localtreatment or lifting operations. Suitability depends on thestructure, ground and required movement control.LET’S PLAN YOUR GROUTING WORKSShare the location, drawings and requiredprogramme.Discuss your scope directly with Al Watad.↗GET A QUOTEConceptual illustration. Project-specific methods apply.09HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me09
Dewatering and ground supportFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026SUPPORTING WORKSCOORDINATEDEXCAVATION SUPPORT.Supporting techniques complement the foundation and excavation retention scope.DEWATERING AND GROUND SUPPORT01Deep-well andwellpointdewateringGroundwater control systems support excavation andconstruction. System selection, discharge arrangements andoperation follow the project conditions and approvedrequirements.02Ground anchorsAnchors transfer retaining loads into suitable ground behind theexcavation support system. Their layout, installation and testingfollow the approved design.03Soil nailingReinforcing elements support the ground as excavationprogresses. The method, facing and construction stages dependon the geotechnical design.LET’S PLAN YOUR ENABLING WORKSShare the location, drawings and requiredprogramme.Discuss your scope directly with Al Watad.↗GET A QUOTE10HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me10
Floating marine systemsFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026MARINE WORKS & FLOATING SYSTEMSDESIGNED AROUNDTHE APPLICATION.Marine works cover cofferdams, wharves, jetties and yacht harbours;modular floating pontoons provide water access and leisure facilities.FLOATING MARINE SYSTEMS01Boat dockingsystemsFloating dock arrangements provide access and boat supportusing modular components and the specified winch or dockingsystem.02Walkways and kayakparkingModular layouts can provide pedestrian access and kayakstorage areas, with configurations tailored to the intended use.03Swimming andrelaxation areasFloating platforms can support swimming access and leisureareas, subject to the applicable design, site conditions andoperating requirements.LET’S PLAN YOUR MARINE SYSTEMShare the location, drawings and requiredprogramme.Discuss your scope directly with Al Watad.↗GET A QUOTEConceptual illustration. Project-specific methods apply.11HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me11
Why Al WatadFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026A PRACTICAL ENGINEERING PARTNERCAPABILITY.COORDINATION.COMMITMENT.Engineering capability, dedicated equipment and local presence aligned around yourproject.Integrated groundengineeringPiling, shoring, ground improvement,grouting and supporting works coordinatedwithin one specialist scope.Owned execution capacityRotary drilling rigs, specialist plant and sitesupport equipment available forproject-specific mobilisation.Presence across the UAEDubai, Abu Dhabi and Ras Al Khaimahbranches support coordination and clientrelationships.A disciplined approachQuality, safety and engineeringcoordination guide planning and sitedelivery.ENGINEERING BELOW. CONFIDENCE ABOVE.People, plant and methods aligned to your project.12HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me12
Quality, safety and responsibilityFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026MANAGEMENT COMMITMENTSQUALITY ISBUILT IN.QualityIdentify customer requirements, coordinatedesign and construction, control deliveryand maintain records. Review performance,address weaknesses and support continualimprovement.Health and safetyIntegrate risk control into daily planningand site operations. Provide training andsupervision, encourage reporting andreview the effectiveness of controls.Environmental careConsider environmental impacts inmethods, equipment use and sitemanagement. Review procedures andsupport improvements through training andparticipation.People and valuesRespect, honesty, ownership, reliability andteamwork guide the company’s approach.Recruitment and development focus onqualifications, ability and competence.13HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me13INSURANCE FRAMEWORKContractors' All Risks | Employers' Liability | Third-Party LiabilityMachinery All RisksCover, limits and validity are defined by the applicable insurance policies.
Organisation and site deliveryFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026PEOPLE & OPERATIONSEXPERTISE THROUGHTHE ORGANISATION.Management, engineering and site delivery responsibilities.Managing DirectorEngineeringDirectorDubai & Abu Dhabi projectbranchesProjects ManagerProject & Site EngineersEstimators / QuantitySurveyorsDrawings / DraughtsmenDesign / Technical / Testing /ReportingForemen / Operators /WorkforceSafety Manager / SafetyOfficers / Assistant SafetyGeneral ManagerProjects CoordinatorOffice AssistantAccounts / CommercialManagerHR / AdministrationManagerAdministration Officers /AssistantsPublic Relations OfficerFinance DirectorChief AccountantAssistant Accountants /Cashier / PayrollPlant ManagerWorkshop / StoreLogistics / TransportEngineering and support functions coordinate project delivery.14HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me14
Prequalification document referenceFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026PREQUALIFICATION REFERENCECREDENTIALS.CLEARLY REFERENCED.Locate the supporting documents and technical references.01COMMERCIAL LICENCESDubai commercial licenceAbu Dhabi economic licenceRas Al Khaimah professional licence02REGISTRATION & SUPPORTING RECORDSDubai commercial register and licence instructionsChamber membershipStructural inspection report03APPROVALS & MANAGEMENT SYSTEMSPiling no-objection certificateISO 9001 / ISO 14001 / ISO 45001Refer to the original copies for entity, scope and validity.04PROJECT & TECHNICAL REFERENCESSelected project narratives and engineering drawingsSite photography and project registerDesign and contract quantities are identified separately from execution.DOCUMENT REVIEWApproval, scope and validity are defined by each issuing document.HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me15
FOUNDATION CONTRACTING LLCCOMPANY DOCUMENTATIONDUBAI COMMERCIAL LICENCEDubai commercial licenceLICENCE 758847 / VALID TO 16 MAY 2027OPEN ORIGINAL PDF / 7 PAGESHEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me16
FOUNDATION CONTRACTING LLCCOMPANY DOCUMENTATIONABU DHABI ECONOMIC LICENCEAbu Dhabi economic licenceSelect a document to view its original at full resolution.HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me17
FOUNDATION CONTRACTING LLCCOMPANY DOCUMENTATIONRAS AL KHAIMAH LICENCERas Al Khaimah professional licenceSelect a document to view its original at full resolution.HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me18
FOUNDATION CONTRACTING LLCCOMPANY DOCUMENTATIONSUPPORTING DOCUMENTSDubai commercial registerLicence instructionsChamber membershipStructural inspection reportSelect a document to view its original at full resolution.HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me19
FOUNDATION CONTRACTING LLCCOMPANY DOCUMENTATIONAPPROVALS & CERTIFICATESPiling no-objection certificateISO 9001ISO 14001ISO 45001Select a document to view its original at full resolution.HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me20
Zoomlion ZR380DFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026OWNED FLEET / ROTARY DRILLINGFOUNDATIONPOWER.ZOOMLIONZR380DRotary drilling rigBORED PILE WORKFLOW01SET OUTConfirm pile positionand working platform.02DRILLAdvance the bore withsuitable drilling tools.03COMPLETECoordinate cage placementand concrete installation.ROTARY DRILLING / FOUNDATION & SHORINGAPPLICATIONFoundation shaftsPiling operationsShoring supportPROJECT SELECTIONTooling and configurationare selected to suit thepile design and theground conditions.SITE COORDINATIONAccess and platformDrilling sequenceInspection and records22HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me22
Zoomlion ZE550EFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 202623ZOOMLION / EARTHMOVING EQUIPMENTZE550ECRAWLER EXCAVATOREARTHMOVING & SITE SUPPORTZOOMLION ZE550E / CRAWLER EXCAVATOR01EXCAVATIONExcavating soil andforming site levels.02LOADINGLoading excavated materialfor removal or relocation.03SITE PREPARATIONMoving material andsupporting site preparation.GENERAL FUNCTIONExcavation, material handling and coordinated earthmoving within the work site.HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me23
Contractors and consultants in our project recordsFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026PROJECT RELATIONSHIPSEXPERIENCE WITHPROJECT DELIVERY TEAMSContractors and consultants identified in the project records.01Rals Contracting LLCMAIN CONTRACTORAl Nahda, Sharjah / Wadi Al Safa 5, DubaiMarina Engineering Consultants / ALFA Engineering02Sarh Atlas Contracting LLCMAIN CONTRACTORJumeirah Village Circle, DubaiEDMAC Engineering Consultants03ALEC Engineering and Contracting LLCCONTRACTORBeach pool soil improvement / Palm Jumeirah04Albanna Raed Engineering ContractingMAIN CONTRACTORPulse Terminal Soya Oil Plant / Jebel Ali Free ZoneCorporate Planners Engineering Consultants05Luxedesign Building Contracting LLCMAIN CONTRACTORResidential development / Pearl JumeiraDAT Engineering Consultancy06Al Rayan Contracting LLCCONTRACTORStone-column improvement / Nadd Al Shiba FirstMadinati Engineering / project for Meydan Group LLCRoles relate to the projects shown; they do not imply direct contracts with all named parties.HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me24
AL WATAD FOUNDATION / PROJECT 3006

RALS WADI AL SAFA 5

SECANT PILE SHORING

Wadi Al Safa 5, Dubai, UAE

AI-generated conceptual visualization of RALS WADI AL SAFA 5 work type; not a site record.
9.90 mEXCAVATION DEPTH / SECTION
1,000 mmSECANT PILE DIAMETER
271SCHEDULED SECANT PILES

ENGINEERING DETAILS / COMPLETED

Excavation reference
EGL 0.00 m; project-side excavation level -9.90 m in S01.
Adjacent foundation
-15.20 m relates to the neighbouring building, not project excavation.
Pile arrangement
136 hard + 135 soft piles; 900 mm centre-to-centre spacing.
Concrete / support
Hard C40; soft C20. 33 steel H-beams and 32 concrete panels.
Consultant / drawings
ALFA Engineering; S00 layout and S01 sections, Rev.0.

S00 / layout schedule; S01 / Sections and Details, Rev.0.

ENGINEERING DRAWINGS / NEXT PAGE →Values describe supplied design drawings. Levels, structural lengths and excavation depths are distinct.
3006 / ENGINEERING DRAWING
S00 / layout schedule; S01 / Sections and Details, Rev.0.
Supplied engineering drawing for 3006
AL WATAD FOUNDATION / PROJECT 3027

RALS ARJAN

SECANT PILE SHORING

Arjan, Dubai, UAE

AI-generated conceptual visualization of RALS ARJAN work type; not a site record.
-6.00 mEXCAVATION LEVEL / DRAWING
600 mmSECANT PILE DIAMETER
-12.00 mPILE TOE LEVEL / SECTION

ENGINEERING DETAILS / COMPLETED

Excavation reference
-6.00 m is the drawing level; depth depends on the ground datum.
Pile reinforcement
Section A-A: 10T16 longitudinal bars; T10 spiral at 200 mm.
Capping beam
600 x 300 mm section; T10 stirrups at 200 mm.
Retaining system
Secant-pile wall with reinforced-concrete capping beam.
Consultant / drawings
ALFA Engineering; S00 layout and S01 sections, Rev.0.

S00 / Shoring Layout; S01 / Sections and Details, Rev.0.

ENGINEERING DRAWINGS / NEXT PAGE →Values describe supplied design drawings. Levels, structural lengths and excavation depths are distinct.
3027 / ENGINEERING DRAWING
S00 / Shoring Layout; S01 / Sections and Details, Rev.0.
Supplied engineering drawing for 3027
AL WATAD FOUNDATION / PROJECT 3355

BIN SHABIB

FOUNDATION PILING

Al Nahda, Sharjah, UAE

AI-generated conceptual visualization of BIN SHABIB work type; not a site record.
-1.70 mPILE CUT-OFF / BEGL
-17.50 mPILE TOE / BEGL
15.80 mCUT-OFF TO TOE / DERIVED

ENGINEERING DETAILS / COMPLETED

Level basis
BEGL = below existing ground level; shown in the reinforcement detail.
Length interpretation
17.50 - 1.70 = 15.80 m, from cut-off to toe; not drilled depth.
Reinforcement detail
P9.2 shows 20T20 longitudinal bars in the supplied detail.
Steel cage bottom
-17.30 m BEGL; distinct from the -17.50 m pile toe.
Consultant / reference
Marina Engineering Consultants; pile layout and reinforcement detail.

Supplied pile reinforcement drawing / detail P9.2 and pile level annotations.

ENGINEERING DRAWINGS / NEXT PAGE →Values describe supplied design drawings. Levels, structural lengths and excavation depths are distinct.
3355 / ENGINEERING DRAWING
Supplied pile reinforcement drawing / detail P9.2 and pile level annotations.
Supplied engineering drawing for 3355
AL WATAD FOUNDATION / PROJECT 3811

RALS AL NAHDA FIRST

FOUNDATION PILING

Al Nahda First, Dubai, UAE

AI-generated conceptual visualization of RALS AL NAHDA FIRST work type; not a site record.
434SCHEDULED FOUNDATION PILES
900-1,200 mmPILE DIAMETERS
25 mDESIGN PILE LENGTH

ENGINEERING DETAILS / COMPLETED

Diameter distribution
900 mm: 98 piles; 1,000 mm: 305; 1,200 mm: 31.
Level example / P3-3
S07: cut-off -2.30 m; pile toe -27.30 m below EGL.
Depth interpretation
P3-3 has 25.00 m cut-off-to-toe length; toe is 27.30 m below EGL.
Materials
Schedule: C50/C60 concrete and S500 reinforcement.
Consultant / drawings
ALFA Engineering; S00, S01 and S07, Rev.04.

S01 / Piling Schedule and S07 / P3-3 reinforcement detail, Rev.04.

ENGINEERING DRAWINGS / NEXT PAGE →Values describe supplied design drawings. Levels, structural lengths and excavation depths are distinct.
3811 / ENGINEERING DRAWING
S01 / Piling Schedule and S07 / P3-3 reinforcement detail, Rev.04.
Supplied engineering drawing for 3811
AL WATAD FOUNDATION / PROJECT 3962 / 3963

3N HOMES REAL ESTATE

SHORING & FOUNDATION PILING

Al Barsha South Fourth, Dubai, UAE / Plot 681-7378

AI-generated conceptual visualization of 3N HOMES REAL ESTATE work type; not a site record.
-8.10 mDEEPEST SHOWN EXCAVATION LEVEL
600 & 800 mmSHORING PILE DIAMETERS
234SCHEDULED SHORING PILES

ENGINEERING DETAILS / COMPLETED

Excavation reference
Deepest local excavation: -8.10 m (-0.78 m DMD) on S02.
Ground datum
Existing ground varies around the plot; -8.10 m is not one uniform depth.
Shoring schedule
117 hard + 117 soft piles; 95 steel sections are separately scheduled.
Concrete grades
Hard piles C40/C50; soft piles C15 in the shoring schedule.
Project completion
References 3962 and 3963: two completed packages within one project.

S02 / Shoring Layout, Rev.02, Plot 681-7378. Quantities relate to shoring only.

ENGINEERING DRAWINGS / NEXT PAGE →234 is the shoring schedule only; foundation-pile quantities are separate.
3962-3963 / ENGINEERING DRAWING
S02 / Shoring Layout, Rev.02, Plot 681-7378. Quantities relate to shoring only.
Supplied engineering drawing for 3962-3963
AL WATAD FOUNDATION / PROJECT 4020

RALS AL HEBIAH FOURTH

FOUNDATION PILING

Al Hebiah Fourth, Dubai, UAE / Plot 682-1305

AI-generated conceptual visualization of RALS AL HEBIAH FOURTH work type; not a site record.
30 degSLOPE ANGLE / SECTION
-3.15 mGROUNDWATER LEVEL / SECTION
FOUNDATION PILESPROJECT SCOPE

ENGINEERING DETAILS / COMPLETED

Foundation works
Foundation-pile arrangement is shown on the supplied layout.
Related excavation
Stepped excavation and adjacent-site interfaces appear in Sections A-A / B-B.
Section parameters
30-degree slopes and GWL -3.15 m are section annotations.
Quantity interpretation
Section geometry does not establish foundation-pile lengths or counts.
Consultant / reference
ALFA Engineering; Foundations Plan and Shoring Sections.

Supplied Shoring Sections A-A / B-B and Foundations Plan. Section levels use their drawing datum.

ENGINEERING DRAWINGS / NEXT PAGE →Values describe supplied design drawings. Levels, structural lengths and excavation depths are distinct.
4020 / ENGINEERING DRAWING
Supplied Shoring Sections A-A / B-B and Foundations Plan. Section levels use their drawing datum.
Supplied engineering drawing for 4020
AL WATAD FOUNDATION / PROJECT 4019

RALS AL BARSHA

FOUNDATION PILING

Al Barsha South Third, Dubai, UAE / Plot 673-1092

AI-generated conceptual visualization of RALS AL BARSHA work type; not a site record.
FOUNDATION PILESDOCUMENTED WORKS
G+4P+6+RBUILDING DESCRIPTION
673-1092PROJECT PLOT

ENGINEERING DETAILS / COMPLETED

Foundation arrangement
Pile positions and structural grid shown in Foundations Plan / Pile Layout.
Scope of works
Foundation piling for the residential and commercial development.
Technical reference
S00 / Foundations Plan - Pile Layout, Rev.03.
Consultant
ALFA Engineering.

S00 / Foundations Plan - Pile Layout, Rev.03. No depth inferred from plan symbols.

ENGINEERING DRAWINGS / NEXT PAGE →Values describe supplied design drawings. Levels, structural lengths and excavation depths are distinct.
4019 / ENGINEERING DRAWING
S00 / Foundations Plan - Pile Layout, Rev.03. No depth inferred from plan symbols.
Supplied engineering drawing for 4019
Ground improvement project experienceFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026PROJECT EXPERIENCEGROUND IMPROVEMENTPROJECT EXPERIENCETank farm, SharjahStone-column soil improvement for theproposed tank farm, associated utilities andexisting tank farm. Contractor: MANCOEngineering and Technical Industries FZE.Consultant: Deyar Engineering Consultancy.Beach pool, Palm JumeirahSoil improvement for the beach pool on PlotNo. PJCRC01. Contractor: ALEC Engineeringand Contracting LLC.Nadd Al Shiba First, DubaiStone-column soil improvement for aB+G+4+R building for Meydan Group LLC, PlotNo. 6189022. Contractor: Al Rayan ContractingLLC. Consultant: Madinati Engineering.Al Qusaidat, Ras Al KhaimahStone-column soil improvement for G+M+6F,Plot No. 401020046, for Real Estate Office LLC.Contractor: Enjaz Construction RAK.Consultant: Orchid Engineering Consultant.See the following selected project register.39HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me39
Infrastructure and industrial projectsFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026PROJECT EXPERIENCEINFRASTRUCTURE ANDINDUSTRIAL PROJECTSAbu Dhabi cycle trackAt-grade Cycle Track, Route 1, Abu DhabiMainland. Consultant: Al Dar EngineeringConsultants.Mussafah yard andworkshopYard and workshop for H.E. MohammadHarboosh Mohammad Al Suweidy, SectorMW-5, Plot No. 21A, Mussafah, Abu Dhabi.Consultant: Spectrum EngineeringConsultants.See the following selected project register.40HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me40
Request a quotationFOUNDATION CONTRACTING LLCCOMPANY PROFILE / 2026START THE CONVERSATIONYOUR NEXTPROJECT.OUR SHAREDFOUNDATION.SEND YOUR PROJECT BRIEFLocationDrawingsGeotechnical reportRequired scopeProgrammeContact details+971 55 350 8181info@abgc.mewww.abgc.meDUBAI / ABU DHABI / RAS AL KHAIMAHConceptual photography.↗GET A QUOTE41HEAD OFFICEDubai, UAEPHONE+971 55 350 8181EMAILinfo@abgc.meWEBSITEwww.abgc.me41
Thank you for your trust. Building stronger foundations: a high-rise building supported by deep foundation piles, with Al Watad contact details.

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