TransMak PQD

Pre-Qualification Document

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Company Profile

Our History

Our Vision

Our Mission

Our Values

Board of Directors/ Partners

Transmak Dewatering Services

Capabilitieso Dewatering System Designo Dewatering Solutionso Site Investigationso Projects Operations & Management

Resources

Major Projects

Projects List

Major Customers

Transmak Leasing Construction Machinery

Equipment

Major Customers

Personnel

Quality, Health, Safety & Environment

Certifications

References

Licenses

Our Offices

TABLE OF CONTENTS

Company Profile

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OUR HISTORY

TRANSMAK was established in 2005 as a limited liability company and as one of the most respected Leasing & Rentals Company for construction machineries, heavy equipment, power generators and vehicles in UAE. TRANSMAK is part of T’ajeer PJSC with a paid up capital of AED. 7.5 Million. Mr. Abdullah Al Ghurair, Al Ghurair Group (A&H) who is the Chairman of T’ajeer effectively leads T’ajeer with other partners who holds esteemed business background in the UAE and abroad.

TRANSMAK has three companies under it’s ownership listed below:

TRANSMAK Leasing Construction Machineries & Transport

TRANSMAK Dewatering Services

TRANSMAK On-Shore & Off-Shore Oil & Gas Fields Services

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OUR VISION

OUR MISSION

OUR VALUES

“We envision ourselves to be superior to our competitors and to exceed our customer’s expectations by abiding by our core values. We strive to achieve total customer satisfaction by providing our customers with a higher standard of service than they would expect. It is our passion to exceed our customer’s expectation in the transfer of goods and services.”

“The Company’s mission is to provide the most reliable and cost effective services to the market. Our skilled and dedicated management team supervises all aspects of operations, working closely with customers to provide the best services”

Teamwork

Providing support to one another, working co-operatively, respecting one another’s views, and making our work environment fun and enjoyable.

• We help others to achieve their deadlines without having to be asked.• Allprojectshaveidentifiedpointswhicharecelebratedbythewholeteam.• We work with one another with enthusiasm and appreciation.• We work with one another without manipulation.• Conflictisresolvedaccordingtoagreedguidelinesforthisteam.• Conflictisbroughtoutintotheopenanddealtwithconstructivelyuntilall• Partiesaresatisfiedwiththeresult.

Excellence

Excellence always doing what we say we will and striving for excellence and quality in everything we do.

Commitment

Working with urgency and commitment to be successful from individual and company perspectives. • Timeframes are always met unless urgent circumstances mean we have to renegotiate new

timeframes with all parties. • Clients’ needs agreed within budgets are met regardless of personal wants.

Health & Safety

We are committed to Health and Safety as a core business value to safeguard and promote Health and Safety of its employees, contractors and others who may be affected by our work.

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BOARD OF DIRECTORS/ PARTNERS

Abdullah Al Ghurair - Chairman

Amer Qassem – Managing Director

Walid Al Alami - Partner

Saleh Shuner - Partner

Ownership

Taking ownership of our customers’ needs and being accountable for delivering professional service. • We are each fully accountable for our work in gaining any possible repeat business with

customers. • We understand our customers’ business and project needs, and ensuring that their needs are

met on time.

Customer Service

Customers deserve our timely service and response, meeting their needs and aiming to delight. • At every meeting with our customers we ask them what we could have done better, then

implement their suggestions before we meet them again. • All agreements are met.

Professionalism

At all times we act with integrity, providing quality service, being reliable and responsible. • We do not upset one another intentionally, always endeavoring to present negative feedback

constructively. • We take pride and ownership in all that we do and say.• We never talk about people behind their backs.

Personal Development We value learning, feedback, coaching and mentoring.

• Coaching and mentoring are commonplace here; we all coach and mentor one another. • All opportunities for our own learning are pursued.• Whenever we undertake a project it is our responsibility to express our training needs and gather

the required skills. • We each take responsibility to gain the required development to meet our customers’ needs.

TransMak Dewatering Services

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TRANSMAK DEwATERINg SERVICES

TRANSMAK Dewatering Services LLC was established in 2008 in DUBAI - United Arab Emirates, expanded its operations in ABU DHABI and provides the Dewatering Services not only throughout the UAE but also on the GULF Countries nearby.

TRANSMAK Dewatering Services LLC. started its dewatering activities by taking forward the existing dewatering projects & dewatering team of Al Ghurair Arabian Foundations Engineering, who also appointed TRANSMAK as their preferred dewatering sub-contractor.

TRANSMAK strives to meet the changing needs of the Private and Public Construction industries in dewateringandspecializedpumpingservicesforfluidhandlingapplications.Weofferacompletesolutionsfor all dewatering and pumping requirements, giving the latest, most innovative dewatering techniques, and cost –effective results from site assessment. All of this work is undertaken whilst complying with market leading health, safety, and quality obligations.

TRANSMAK works and undergoes various vast types of projects which require high capabilities and standard customized solutions. We provide the expertise in designing, installation and supervision and putting our teams into action to help manage any dewatering or pumping solutions. Over the years, we’ve built an outstanding reputation for our services, which opens us to take more trust and opportunity to work with reputable Contractors.

TRANSMAK sets the standard for excellence in service and response in dewatering industry. Our entire team is committed to work together in order to get the job done and meet the client’s standards with optimum care on time and within the budget. We are assembling the right team of dedicated and experienced professionals, selecting resources worldwide to have the most standard and effective outcome.

TRANSMAK through its expertise in dewatering system design, innovates & develops optimum engineering solutions with in depth consideration of COST, HEALTH, SAFETY & ENVIRONMENT.After an assessment of all the relevant project information such as:

• Detailed construction drawings;• Ground conditions;• Excavation details and site conditions;• Shoring details;• Project’sspecificationsandschedule;• Surrounding structures;• Previous experiences in similar area or conditions;

The selection of the dewatering system will depend on a combination of factors including overall cost, duration, project time frame and convenience.

CAPABILITIES

Dewatering System Design

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TRANSMAK is capable to design, execute, maintain and monitor any type of dewatering, pumping, testing requirements with the highest standards of service.

Sub-ground Dewatering or Wellpointing as it is often called is a method of controlling or lowering the level of groundwater within an aquifer.

When Contractors are faced with having to excavate below the existing groundwater level into the aquifer the simplest and most cost effective method would be to deploy a Wellpoint system.

Wellpointsystemsareveryeffectiveinawiderangeofsoilsfromfinesiltysandtocoarsegravels,singlestage Wellpoint systems are used to a maximum depth of 4.0 metres, depending on ground conditions and initial groundwater level.

Dewatering Solutions

wELLPOINT SYSTEM

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Greater excavation depths or drawdown levels and the ability to overcome the limited suction lift of wellpoints can be made by the installation of Deepwell Dewatering System. Deepwells are also advantageous where there is limited space to install wellpoints close to an excavation, as Deep Wells can be located at a distance to generate required drawdown. Design of Deepwell Dewatering System is more complex than for Wellpoint schemes. Principally, because of the remote locations, Deepwells rely on the interaction of individualdrawdownprofiles, toproducethe desired total drawdown. Typically, the

spacing of Deep Wells is between 10m to 50m. The terminal depth of a Deepwell is dependent on the requiredindividualwellyieldandthedrawdownprofile.Thisinturnisafunctionofsoilpermeabilityandcharacteristics, target drawdowns and spatial parameters.

DEEPwELL SYSTEM:

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To control any surface water or seepage of water between hard impermeablestrata,FrenchDrainsystemprovesveryefficient.

French Drain System involves extracting water through hard strata or draining surface water. The extraction of groundwater can take place by gravity.

Incaseof formationswith lowpermeabilityweadvice to refill thedraintrenchwithgravel.Asaresulttheflowofgroundwatertothedrains will be improved.

FRENCH DRAIN SYSTEM:

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Sump Pumping is considered as the simplest way of Dewatering System. Generally, in dewatering works we are using sump pump to remove the water accumulated in a certain part of the plot excavation.

The groundwater is allowed to seep into the excavation, and then collected in sumps and pumped away to the nearest discharge point for disposal. This method can be very effective and economic in well-graded coarse soils (such as gravelly sands, sandy gravels and coarsegravels)or inhardfissuredrock.However, inunfavourable ground conditions sump pumping can leadtomajorproblems.Instabilitycanoccurinfine-grainedsoilssuchassiltsandfinesandswherefineparticles are drawn out of the soil, resulting in ground movements and settlements. In this case further study and analysis required for a better dewatering design system to be applied.

SUMP PUMPINg SYSTEM

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Site Investigations

The most reliable and commonly used method of determining aquifer characteristics is by controlled aquiferpumpingtests.Groundwaterflowvariesinspaceandtimeanddependsonthehydraulicpropertiesof the rocks and the boundary conditions imposed on the groundwater system. Pumping tests provide results that are more representative of aquifer characteristics than those predicted by laboratory tests. Pumping tests are performed as part of a feasibility study in support of dewatering system design by helpingtoestimatetheflowinthesite&theoreticaldrawdowncurve.

The duration of the pumping test depends on the purpose of the well, the type of aquifer and any potential boundary conditions. Aquifer types and potential boundary conditions can be obtained from:

• Well construction reports for the pumping well and any neighbouring well(s);• Information on the aquifer and surface water bodies, such as lakes or rivers in the vicinity of the

well

Minimum durations of traditional pumping tests are 24 to 72 hours unless stabilization occurs. Duration is generally longer, e.g., 72 hours, for bedrock wells due to uncertainties associated with bedrock aquifers, and48hoursforwellscompletedinunconfinedaquifersduetothedelayedreleaseofwaterasthewaterlevel goes down or “delayed yield” effect.

Pumping Test

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Groundwater models are used to predict the effects of hydrological changes (like groundwater abstraction or irrigation developments) on the behavior of the aquifer and are often named groundwater simulation models.

The model was taken into account such features as:• The geometry and properties of known aquifer systems;• Thegeologyofthesiteandtheimpactoftheproposedstructure(s)ongroundwaterflow;• The layout of the construction areas and the proposed site;

groundwater Hydrogeologocal Modeling

Themodelcanbeusedtorefine,predictandquantifytherequireddewateringsystemforconstructionand also the potential environmental impacts associated with dewatering.

The aim of the groundwater flow modelling is to assess dewatering requirements and associatedgroundwater drawdown impacts of the proposed project. The model is based on current conceptual hydro geological understanding.

The key features of the groundwater model can be summarized as follows:• Multipleunconfinedaquiferunitscanbesimulatedbydifferentmodellayers.• Groundwater recharge from rainfall and runoff can be taken into consideration.• Groundwaterinflowsfromtheboundariescanbeconsidered.

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We at TRANSMAK believe that project planning is a crucial to ensure successful project completion.

Project planning starts at very early stage during bidding stage to clearly definehowtheprojectisexecuted,monitored,controlledandclosed.

Project planning requires an in-depth analysis and structuring of the following activities:

• Setting project goals and objectives• Identifying project deliverables and milestones• Creating project execution and monitoring plans• Creating supporting plans

Resources are always identified and allocated during the planningphase, in order to achieve the following objectives:

• Resources are properly and consistently utilized.• Resources are not over allocated.• Project fast- tracking if required.

After project-management plan is developed and an appropriate project milestones are set, it’s time to get to work and start executing the project plan. This is often the phase when project management team gets more engaged and excited to see things being produced.

TRANSMAK team is committed to ensure that projects are executed as per best practices and the highest standards.

Operations meetings are always conducted to review and update the following:

• Current project status.• Overall progress and comparing actual against plan.• Project overall performance.• Identifying challenges and provide practical and suitable resolutions.

Project Operations & Management

Planning

Resource Allocation

Project Execution

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We have complete and responsive back-up team available to ensure that all equipments on projects are properly maintained and serviced as part of TRANSMAK preventive maintenance procedures.

Our backup team is available 24/7 to attend to any break-downs and emergency at project sites.

Service & Backup

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RESOURCES

MODEL : P135/P150E

MODEL : P-100-110E

Power generators

Prime / Standby Power (kVA) 135 / 150Prime / Standby Power (kW) 102 / 120Rated Power Factor 0.8 (Lagging)Rated Voltage (V) 400 / 230Rated Current (A) 195 / 216Canopy Size (LxWxH) (mm) 3350x1100x1850Canopy Weight (kg) 2192

Prime / Standby Power (kVA) 110 / 121Prime / Standby Power (kW) 88 / 97Rated Power Factor 0.8 (Lagging)Rated Voltage (V) 400 / 230Rated Curent (A) 158 / 174Canopy Size (LxWxH) (mm) 2850X1750X1100Canopy Weight (kg) 1600

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CENTRIFUGAL PUMP – TYPE ITechnical Details:

Pump Performance

Kirloskar Engine Performance Details:

Suction 150mm Quick Release Maximum Operating TempDischarge 150mm Quick Release Maximum Working PressureMaximum Capacity 300 m3/ hr Maximum Suction PressureMaximum Head 25 Meters Maximum Test PressureMaximum Solids Handling 20 mm Maximum Operating SpeedImpeller Type Closed Normal Operating SpeedNumber of Blades N/A Maximum Suction LiftMaximum Impeller Diameter 350 mm

80 °C6 Bar2 Bar6 Bar1800 RPM1500 RPM8 Metres

Engine RPM Engine Max Power in KW’s1500 221800 26

Dewatering Pumps

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CENTRIFUGAL PUMP – TYPE IITechnical Details:

Pump Performance

Kirloskar Engine Performance Details:

Suction 150mm Quick Release Maximum Operating TempDischarge 150mm Quick Release Maximum Working PressureMaximum Capacity 400 m3/ hr Maximum Suction PressureMaximum Head 30 Meters Maximum Test PressureMaximum Solids Handling 20 mm Maximum Operating SpeedImpeller Type Closed Normal Operating SpeedNumber of Blades N/A Maximum Suction LiftMaximum Impeller Diameter 350 mm

80 °C6 Bar2 Bar6 Bar1800 RPM1500 RPM8 Metres

Engine RPM Engine Max Power in KW’s1500 241800 28

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Complete Motor Range:

Complete submersible motor range in different voltages: • 4” motors, single phase up to 4 kW.(Encapsulated & Rewindable) • 4” motors, three phase up to 7.5 kW.(Encapsulated & Rewindable) • 6” motors, three phase from 2.2 kW to 37 kW. (Rewindable) • 8” motors, three phase from 11 kW to 220 kW. (Rewindable)

HighMotorEfficiency:

WithintheareaofhighmotorefficiencyStarisamarketleader.Thisisduetonewlydevelopedmotorconcept which is introduced with the MS 100, MS101 and MS 150.

Shaft Seal:

The Choice of material is ceramic/tungsten carbide providing optimum sealing, optimum wear resistance and long life. The spring loaded shaft seal is designed with a large surface and a sand shield. The result is a minimum exchange of pumped and motor liquids and no penetration of particles.

Over temperature protection:

Both for Star MS submersible motors accessories for protection against over temperature is available. When the temperature become too high, the protection device will cutout and damage to the pump and motor be avoided.

Restart of the motor after cutout can be achieved in two ways:

• Manual restart or • Automatic restart

Automatic restartmeans that the control unit attempts to restart themotorafter15min. If thefirstattempt is not successful, restarting will be re-attempting at 30 minute intervals.

Submersible Pumps

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Protection Against Up thrust:

In case of a very small counter pressure in connection with start-up there is a risk that the entire pump body may rise. This is called up thrust. Up thrust may damage both pump and motor. Therefore both pumps and motors are protected against up thrust as standard, preventing up thrust from occurring in the critical start-up phase. The protection consists of either a built-in stop ring of hydraulic balancing.

Built in cooling chambers:

Inallsubmersiblemotorsanefficientcoolingisensuredbycoolingchambersatthetopandatthebottomofthemotor,andbyaninternalcirculationofmotorliquid.Aslongasthereistherequiredflowvelocity,coolingofthemotorwillbeefficient.

Lighting protection:

The smallest Star submersible motor, i.e. of the type MS101, are all insulated in order to minimize the risk of motor bum out caused by stroke of lighting.

Reduced risk of short circuit:

The embedded stator winding in the star MS submersible motor is hermetically enclosed in stainless steel. The result is high mechanical stability and optimum cooling. Also, this eliminates the risk of short circuit of the windings caused by condensed water.

Rewindable motors:

The standard shaft seal is a rubber lip type. The shaft seal is replaceable. The material features good wear resistance and resistance to particles. Together with the shaft seal housing, the sand shield forms a labyrinth seal, which during normal operating conditions prevents penetration of sand particles into the shaft seal. On request, motors can be supplied with a SiC/SiC seal.

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Sump Pumps

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A sedimentation Tank is fabricated as per Municipality standard dimension of 2.40 m (length) * 1.20 m (width) and 1.20 m (height).

This tank has a three chambers that serves as a baffleplatewithastandardheightof600mmand900 mm respectively, this shall allow suspended solidstofalloutofsuspensionandallowfloatingcontaminants (diesel fuel etc.) to be isolated and removed using absorbent mats or skimming.

The primary used of compressor in the dewatering works is to clean and making sure that the water inside each DW is free from foreign materials before commissioning, this is happens using a rigid hydraulic pipe connected to a compressor insertedintothewell.Thewell isfilledartificiallywith water and compressed air is fed into the well. The compressed air will create a fountain effect which will ensure the circulation of water through thefiltermaterialandintothewell.Thiswillensuretheremovalofanydustandfinesinthevicinityofthewell.Thisprocessshallbecontinueduntilthewateremergingfromthetopofthewellisfreeoffines.

Sedimentation Tanks

Air Compressors

Control Panels

Control panel is a cabinet which contains electrical components to control the submersible pump motors. It can handle upto six submersible pumps.Thecontrolpanelsarefittedwithanaudioandvisualalarmtoprovide warning in the event of failure of any pump.

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PVC (Deep well) Pipes

Lay Flat Hoses

Our Dewatering Lay flat hose is made up ofhigh tenacity polyester yarn reinforced that can handle pressure of water up to 9.0 kgf/cm2 and approximate volume of 200 cum/hr. The size varies from 2” to 8” diameter depending on the design capability and actual site requirements. It is connected from the top of the well to the discharge header following the profile of theexcavation going to the approved discharge point. Usingvalvesconnectedtoeliminatebackflowofgroundwater and enable the operator to inspect the operational pump and ensure the flow ofwater.

TRANSMAK is using high quality UPVC pipe for the Deep Well Dewatering system, It is light weight, corrosion resistant, easy to install, and can handle high pressure of water.

Deep well Pipe casing are perforated with 2.0 mm slot and varies in Outside/inside diameter. The perforated UPVC casings shall be installed through the use of a rotary piling rig. This is where the submersible pumps can be lowered and operated to achieve the desired groundwater drawdown.

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Header Pipes

Drilling Machines

PVC (well Point) Pipes

Well point dewatering is used to reduce the hydrostatic pressure off the back of the sheet pile wall, in conjunction with lowering the water table to the maximum excavation depth required for the construction site.

Well point dewatering can effectively draw the water table down to between 3 and 8 meters depending on the type of pump set used and the type of soil conditions.

Header Pipe is made up of Galvanized Steel where the well-points are connected by means of swing pipes, which in turn is connected to the dewatering pump. The diameter of the pipe ranges from 100 mm, 150 mm & 200 mm with the standard length of 6.0 m.

Backhoe loaders are very common and can be used for a wide variety of tasks: construction, small demolitions, and light transportation of building materials, powering building equipment, digging holes/excavation, landscaping, breaking asphalt, and paving roads. It can be use for the drilling of well point Dewatering System where the backhoe bucket can replace by the drilling bit connected from the auger head.

DESCRIPTION UPVC Well PointLENGTH 6.0 M & 7.0 MCAPACITY 10 BAR MAXIMUMSLOTTED 0.90 M LENGTH (0.75 MM)OUTER DIAMETER 50.0 MM

DESCRIPTION DRILLING/BACKHOE LOADERLENGTH 6.0 M & 7.0 MCAPACITY 10 BAR MAXIMUMSLOTTED 0.90 M LENGTH (0.75 MM)OUTER DIAMETER 50.0 MM

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Equipment List

Sr, No Description Sizes / Capacities

1 Diesel Powered Centrifugal Dewatering Pump 10 - 500 M³/hr

2 Electric Submersible Dewatering pumps 10 - 100 M³/hr

3 Diesel Driven Generators 30 – 500 kVa

4 Diesel Storage Tanks 220 – 1800 Gallons

5 Deep Well - uPVC casings 8”, 10” & 12”

6 Flow Meters 4”, 6” & 8”

MajorProjects

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Contractor: NSCCConsultant: KPF/JE JacobsClient: Emirates of Abu Dhabi

Project Brief: The project includes the construction of two newterminals,asecondrunway,anairtrafficcontrol complex, new cargo facilities, an airport free trade zone and retail and maintenance facilities.

SCOPE OF DEWATERING WORKS:Area: 246,000 m2Max. Excavation: -22.00mShoring: Diaphragm Wall

MAjOR PROjECTS

Abu Dhabi International AirportMidfieldTerminalComplex,AbuDhabi

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Contractor: Al Habtoor – Murray & RobertsConsultant: Hill InternationalClient: Tameer Investments

Project Brief: The project consists of a total of 5 Residential & Commercial Towers & is located at the Al Reem Is, Abu Dhabi.


Major Projects

TAMEER Residential & Commercial TowerAl Reem Isl, Abu Dhabi

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Contractor: Arabian Foundations LLCConsultant: Armstrong / ParsonsClient: MASDAR

Project Brief: The project is located in MASDAR, Abu Dhabi, which involves construction of MASDAR HEADQUATERS.

SCOPE OF DEWATERING WORKS:Area: 25,500 m2Max. Excavation: -3.00mShoring: Open Excavation

Major Projects

MASDAR HEADQUATERSAbu Dhabi

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Contractor: Arabian Foundations LLCConsultant: Armstrong / ParsonsClient: MASDAR

Project Brief: The project, located in MASDAR, Abu Dhabi, which involves construction of MASDAR INSTITUTE OF SCIENCE & TECHNOLOGY, Phase 1B


Major Projects

MASDAR INSTITUTE OF SCIENCE & TECHNOLOgYAbu Dhabi

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Contractor: Arabian Foundations LLCConsultant: HKS Inc. / Ted JacobClient: United Eastern Medical Services

Project Brief: Theproject,locatedinOfficer’sCity,AbuDhabi,which involves construction of Danat Al Emarat Women & Children’s Hospital.


Major Projects

DANAT AL EMARAT wOMEN & CHILDREN’S HOSPITAL Abu Dhabi

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Contractor: OrascomConsultant: HILL / BVClient: SAROUH

Project Brief: The project is located on The Al Reem Island, Abu Dhabi, which involves construction of the Shams Central Park.

SCOPE OF DEWATERING WORKS:Area: 45,000 m2Max. Excavation: -13.00mShoring: Contiguous Pile

Major Projects

Shams Central ParkAl Reem, Abu Dhabi

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Contractor: NSCCConsultant: HILLClient: ARZANAH

Project Brief: The project is located in Zayed Sports City, Abu Dhabi, which involves construction of the ARZANAH Medical Center.

SCOPE OF DEWATERING WORKS:Area: 21,500 m2Max. Excavation: -11.00m NADDShoring: Diaphragm Wall

Major Projects

ARZANAH Medical CenterZayed Sports City, Abu Dhabi

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Contractor: ARABIAN FoundationConsultant: PTWClient: Hill International

SCOPE OF DEWATERING WORKS:Area: 1,824 m2Max. Excavation: -25.18m BGLShoring: Diaphragm Wall

Contractor: NSCCConsultant: APGClient: NATIONAL BANK OF ABU DHABI

Project Brief: The project is composed of different establishment located in ADNEC Center, Abu Dhabi which includes dewatering of 2 buildings.

SCOPE OF DEWATERING WORKS:Area: 2,550 m2Max. Excavation: -14.20m NADDShoring: Diaphragm Wall

Major Projects

Capital Tower

NATIONAL BANK OF ABU DHABI

Abu Dhabi

ADNEC, Abu Dhabi

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Contractor: Tiger Contracting Co. L.L.C.Consultant: Eng. Adnan SaffariniClient: Tiger Properties

Project Brief:The project is located in the Dubai Maritime City, Dubai, which involves construction of 5 Towers.

SCOPE OF DEWATERING WORKS:Area: 2,425 m2Max. Excavation: -15.00mShoring: 3 sides Contiguous Pile & 1 side open

Major Projects

Dana TowerJVC, Dubai

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Contractor: Sharaf Foundations LLCConsultant: TURNERClient: Dubai Maritime City

Project Brief:The project is located in the Dubai Maritime City, Dubai, which involves construction of 5 Towers.

SCOPE OF DEWATERING WORKS:Area: 65,500 m2Max. Excavation: -11.00mShoring: Contiguous Pile

Major Projects

Creek Towers & PlazaDubai Maritime City, Dubai

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Contractor: Al Habtoor EngineeringConsultant: ATKINS / TURNERClient: Emerald Palace Group

Project Brief:The project, located on The Palm Jumeirah, Crescent, Dubai, involves the construction of Hotel & Residential Building with a total of 20 Villas.


Major Projects

Emerald PalacePalm Jumeirah, Dubai

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Main Contractor: Al Habtoor – Murray & RobertsConsultant: ATKINS

Project Brief:The Trump International consists of two towers which have the monorail passing between them. The tower foundations works were being carried out by enabling works contractor Arabian Foundations.


Major Projects

Trump International HotelPalm Jumeirah, Dubai

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Main Contractor: Arabian FoundationsConsultant: ATKINS

Project Brief: The Channel Tower works were being carried out by enabling works contractor Arabian Foundations along with the dewatering works.

SCOPE OF DEWATERING WORKS:Area: 12,500 m2Max. Excavation: -11.00mShoring: Contiguous Piles

Major Projects

Channel TowerDubai Promenade, Dubai Marina, Dubai

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Contractor: Arabian FoundationsConsultant: Arch GroupClient: Trend Capital GMBH & Co.

Project Brief: The project is located in the Business Bay, Dubai. The enabling works are being carried out by Arabian Foundations. The dewatering systems has been completely installed & running successfully.

SCOPE OF DEWATERING WORKS:Area: 12,000 m2Max. Excavation: -12.00mShoring: Secant Wall

Major Projects

Silver Star TowerBusiness Bay, Dubai

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Main Contractor: Nagarjuna Contracting Co.Consultant: NJS Consultants

DEWA 1200mm, 10.2KM Pipe Line, Jebel Ali to Emirates Rd.

SCOPE OF DEWATERING WORKS: Dewatering of a total length of 10.2 KM stretch of the pipe line, with a maximum excavation of -5.0m BGL.

Main Contractor: Gulf Petro-Chemical Services.Consultant: NJS Consultants

Project: DEWA 1200mm, 26KM Pipe Line, Al Khai Rd to Emirates Rd

SCOPE OF DEWATERING WORKS: Dewatering of a total length of 26 KM stretch of the pipe line, with a maximum excavation of -5.0m BGL.

Major Projects

DEwA

DEwA

Dubai

Dubai

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Main Contractor: Arabian FoundationsConsultant: ATKINS

SCOPE OF DEWATERING WORKS:Area: 8,000 m2Max. Excavation: -20mShoring: Secant Wall

Main Contractor: Arabian Foundations / CIVILCO.Consultant: R. J Crockers & Partners.

SCOPE OF DEWATERING WORKS:Area: 3,000 m2Max. Excavation: -11mShoring: Secant Wall

Major Projects

SABA Tower 4

Hotel & Res. Tower

JLT, Dubai

JLT, Dubai

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Main Contractor: Arabian FoundationsConsultant: Dimensions Engineering

SCOPE OF DEWATERING WORKS:Area: 3,000 m2Max. Excavation: -18.00mShoring: Diaphragm

Main Contractor: BELHASA ProjectsConsultant: TAK


Major Projects

Dome Tower

Lifting Stations

Plot N1, JLT, Dubai

Nad Al Sheeba, Dubai

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Main Contractor: Meydan City Corp.Consultant: TAK

SCOPE OF DEWATERING WORKS:Area: General Canal AreaShoring: Open Excavation

Contractor: Al Habbai ContractingConsultant: Style Consultant EngineersClient: Mr. Ali Ahmed Mohammed Al Habbai

Project Brief: The project is located in the Oud Metha, Dubai. The enabling works are being carried out by Al Habbai Contracting Foundations. The dewatering systems has been completely installed & running successfully.

SCOPE OF DEWATERING WORKS:Area: 1,305 m2Max. Excavation: -9.65 mShoring: Contiguous Pile

Major Projects

Meydan Race Course

Residential Bldg. (2B+g+11+R)

Meydan City, Dubai

Oud Metha , Dubai

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Main Contractor: Emirates BelbadiConsultant: Al Suweidi Engineering

SCOPE OF DEWATERING WORKS:Deep well dewatering system was used at around 8,512 square meter plot.

Main Contractor: FIBREX CONSTRUCTION GROUPConsultant: WS ATKINS & PARTNERS OVERSEAS

SCOPE OF DEWATERING WORKS:Well point dewatering system was used at around 400 linear meter length.

Excavation Level: -1.55 m BGL

Major Projects

ENI Shams Abu Dhabi Tower

Boundary wall

Abu Dhabi

Khalifa City, Abu Dhabi

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Main Contractor: Al Nasser Building ContractingConsultant: Dar Al-Handasah shair & Partners

SCOPE OF DEWATERING WORKS:Deep well dewatering system was used at around 17,690 square meter plot.

General Excavation Level: -3.15 m NADDMax. Excavation Level: -6.10 m NADDShoring Type: Diaphragm Wall

Main Contractor: Al Faraa General Contracting.Enabling Contractor: Al Ghurair Construction (Foundation) Consultant: DESIMONE

SCOPE OF DEWATERING WORKS:Deep well dewatering system was used at around 4700 square meter.

Max. Excavation: -21.15 m NADD

Major Projects

ADNIC Two Buildings

Al Hilal Bank

Khor Al Raha, Abu Dhabi

Sowwah Island, Abu Dhabi

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Client: Sweid & Sweid Development FZ. LLCEnabling Contractor: NSCC International Consultant: Brewer Smith Brewer Gulf (BSBG)


Max. Excavation: -13.20 m BGL

Enabling Contractor: International Foundation GroupConsultant: WS Atkins & Partners Overseas

SCOPE OF DEWATERING WORKS:It is proposed to install Deep wells as a dewatering system in a plot with around 16,300 square meters.

Max. Excavation Level: -12.60 m DMDShoring Type: Diaphragm/ Secant Wall

Major Projects

The EDgE Proposed Development

Opera House

Dubai Internet City, Dubai

Downtown Dubai, Dubai

49

Main Contractor: Al Futtaim Carillion General Contracting.Client: Dubai Health AuthorityConsultant: Adnan Saffarini Engineering Consultant


Max. Excavation: -5.01 m DMD

Client: DUBAI Properties LLCEnabling Contractor: NSCC International Consultant: LACASA Architects & Engineering Consultant

SCOPE OF DEWATERING WORKS & RECOMMENDATION:It is proposed to install deep well dewatering system, with the plot area of 6200 square meter.

Max. Excavation: -7.75 m BGLShoring System: Open Cut/Secant Pile

Major Projects

Al jalila Hospital

MARAM Residences

Dubai

Down town, Dubai

50

Major Projects

ETIHAD (union) MuseumJumeirah, Dubai

Client: RTA (Road & Transport Authority)Enabling Contractor: NSCC International Consultant: HALCROW ACH2M Hill Company

SCOPE OF DEWATERING WORKS:It is proposed to install 15.0 nos. of Deep wells and 10.0 nos. of standby well for the 1st stage of dewatering system and 10.0 more Temporary Wells and 3.0 nos. standby wells for the 2nd stage level. It has a total plot area of around 17,000 square meters with permanent MS casing to be installed inside the secant pile shoring system.

Due to the sensitivity of the project we recommend installing 3 nos. of Recharge Wells (RW) inside the area of the Union House and shall be used to maintain the groundwater level at the area of the building to prevent unacceptable soil settlement due to nearby dewatering system.

Part-1 Part-2Shoring Toe Level -11.55 DMD to -14.00 DMD -5.89 DMD to -11.20 DMD

Maximum Excavation -9.05 DMD -1.80 DMD to -5.55 DMD

Projects List

51

BUILDINGS

Project Client Contractor Consultant Abu Dhabi Airport Expansion

Emirate of Abu Dhabi NSCC KPF

Danat Abu Dhabi Dev’t.

Al Odaid Real Estate Co.

LOOTAH Prime Engineering Consultant

Al Muhairi Saeed Al Muhairi Royal Image Construction

Arab Consultants

Villa Khalifa City Moh’d. Mohana Al Qubaisi

Al Samah Feras Consultants

Residential Building Hamad Aubeed Saif Alsheriyani

Naseej Al Amara Towers Engineering Consultants

Santorini Hotel Stallion Properties ABD Labour Accomodation Ahmad Abdulrahman

Aqil Alkha ARC Palace Engineering

Cosultant Sheik Afra Residential Compound

BLOOM Emirates Link Maltauro

World Planners

Roudina Tower Al Qudra Real Estate CGC Crown Engineering Consultants

ADNIC Two Buildings ADNIC ZETAS Dar Al Handasah Emirates National School Accom

Ministry of Presidential Affairs

Ghantoot Group Future Architecture Consultants

Al Junaibi Tower H.E. Jumaa Mubrak Al Junabi

SEG KEO International Consultant

Danat Al Emarat Hospital

United Eastern Medical Services

AGAFE HKS Inc./Ted Jacob

Villa Plot No. 366-431

Al Ghurair CEW Al Ghurair CEW NEB

Commercial Tower, S2 C02

H.E. Ahmed Juma Hassan Juma Al Zaabi

Belbadi Golden Planners Consultant

Dana Tower Mr. Waleed Al Zuabi Tiger Eng. Adnan Saffarini IKEA ALDAR NSCC Prime Engineering

Consultants Al Ghandi Business Center

Saeed Mohd. Saeed Al Ghandi

ZETAS AB Consulting Architects & Engineers

Commercial Bldg. Plot 9-C, S-E25

Mr. Mafleh Ayed Hamed Al-Ahbabi

SEG Adam Bureau For Design & Eng'g Consultants

National Bank of AD National Bank of Abu Dhabi

NSCC APG

Commercial Building Unique Achievement

-

Buildings

52

Bin Manana Tower Bin Manana

Investment Bin Manana Dimensions Engineering

Consultant 5 Villas Plot No. 8,Sec W66

- Al Fursan -

ADIC Capital Tower Abu Dhabi Investment Co.

AL GHURAIR ARABIAN FOUNDATIONS

PTW

Comm'l Office Bldg., Plot 319-308

Al Shamsi Group LLC IFG GCI/KLING

Al- Wifaq Towers

Al Wifaq Finance Co. NSCC Northcroft

SCA Building Emirates Real Estate Cooperative

ZETAS Archon

Residential Bldg., RC.E -046 & 47

Al Sondos Real Estate PILEX Eng. Adnan Saffarini

Arzanah Medical Center

Mubadala NSCC HDP

Platinum Towers Tameer Holding Investment LLC

PILEX KA

Saba Tower Gholam Hossein Javaheri


WS Atkins & Partners

Comm'l Ofifice Bldg., BB029

Mismak Properties LLC

Tiger Group Consultant Int'l

Residential Bldg., RC.B 026 & 027


Residential Bldg., RC.E -052


Masdar Headquarter, MASDAR

Masdar AL GHURAIR ARABIAN FOUNDATIONS

Smith & Gill &Thornton

Z CLUSTER Asteco ADM LLC -

Masdar Masdar AL GHURAIR ARABIAN FOUNDATIONS

Smith & Gill &Thornton

Comm'l Office Bldg., BBA6.016

Green Emirates Properties-Co.

Tiger LACASA

West Gate Tower Bukhatir Group of Companies


KA

Silver Star Tower Trend Capital GMBH & Co.


Archgroup

53

Trump Tower Trump AL GHURAIR

ARABIAN FOUNDATIONS / Al Habtoor – Murray & Roberts


Tameer Tower Tameer Holding Investment LLC

AL GHURAIR ARABIAN FOUNDATIONS /Al Habtoor – Murray & Roberts

Hill International / Bureau Veritas / Buro Happold

T3 Tower H.H. Shaikh Ahmed Bin Saif Al Nahyan


R.J. Crocker and Partners

Fortune Serene Mr. Mohamed Abdulkareem


Dimensions Engineering Consultant

N1 Tower Mr. Eisa Bin Nassir Bin Abdulatiff Al Serkal


Dimensions Engineering Consultant

Emerald Palace Sunrise Properties AL GHURAIR ARABIAN FOUNDATIONS


MAG 218 Tower Arabian Forasol Foundations LLC

AFF/WJ G.W NEB

Jouri 1 New World Investments Ltd.

IFG Dimensions Engineering Consultant



Al Raffa Al Ghurair Investment AL GHURAIR ARABIAN FOUNDATIONS

Arif & Bintoak


PILEX NEB


PILEX NEB

Soraya Tower 1 New World Investments Ltd.






Channel Tower Nakheel AL GHURAIR ARABIAN FOUNDATIONS


Adnic Residential Tower

Adnic Al Fara’a Gen. Contracting Co.

Dar Al-Handasah

Marina Hotel Ema’ar Properties Zetas Zemin Teknolojisi

Prime Engineering & Consultant

ABG Tower Al Baraka Banking Group

NSCC International

Enrico Mari Grego Architects

54

Al-Ahbabi Tower Mr. Mefleh Ayed

Hamed SEG Emirates Contracting Co.

Adam Bureau for Design & Engineering Consultant

Al-Junaibi Tower H.E. Juma’a Mubarak Juma’a Salim

SEG Emirates Contracting Co.

ADCE

Marina Hotel Buta Group Properties F.Z.C

Zetas Khatib & Alami

Al Hilal Bank Tower Al Hilal Bank Al Ghurair Construction

Desimone

Petroleum Institute Research Center

ADNOC Al Jaber Contracting

JACOBS International

Residential Building (2B+G+7+Gym)

Mr. Sulaiman Abdul Ahmed Ismail

Al Awtan Contracting

Nest Engineering Consultant

Res. & Comm. Building (2B+G+11+R)

Ali Ahmed Moh’d Al Habbai

Al Habbai Contracting

Style Consultant & Engineers

EIDA HQ & Services Point Building Project

Emirates Identity Authority

Emirates Link Maltauro

Dar Al Khaleej Engineering

Najmat Residential Tower

Union National Bank NSCC Foster + Partners

Construction of Villa Emirates Land Al Ghurair CEW MJU Engineering & Consultancy

Commercial Bldg. (AWQAF) Gen. Authority of Islamic Affair

General Authority of Islamic Affair & Endowment

Al Fara’a General Contracting

Heberger Engineering

ENI Shams Tower Emirates National Investment

Emirates Belbadi Al Suweidi Engineering

Residential Villa (B+G+1)

Nadia Abdulrahim Rafiq Abuhijleh

Translevant Contracting & Engineering

ARKAN Engineering Consultancy

P-17, Tower and Multi Storey Carpark

Sheik Mansoor Bin Zayed Al Nehayan

AGAFE WS Atkins & Partner Overseas

Sky Garden Tower PLUS Properties SEG Architectural Consulting Group

Residential Villa (B+G+1)

Mohammed Zainal Mohebi

Universal Piling Contractor

National Engineering Bureau (NEB)

Mixed Use Dev. (Plaza View) Building

Shiek Tahnoon Bin Mohammad Al Nahyan

NSCC International

Al Meedan Consultant

Residential Villa Ali Abdulla Al Shamsi Soiltec Piling & Foundation

National Engineering Bureau (NEB)

Opera House Downtown West Phase 1

Mirage (EMAAR) IFG WS Atkins & Partners

3-Star Hotel Building (2B+M+G+7+HC), R-1013

WASL Management Group

Dutch Foundation DIMENSION Engineering Consultant

Commercial Bldg (4B+G+M+12F)

Mohammad Saleh Al Menhali

EGYCO CENTERPOINT Architectural Eng’g

55

(B+G+M+4/7) Mixed Used Dev’t & parking

DUBAI Airport Freezone

Dutch Foundation LACASA Engineering Consultant

Fountain Views EMAAR Properties IFG DEWAN Architects & Engineers

Proposed Hotel (2B+G+Gym+7)

Soiltec Piling & Foundation

Residential Villa Mr. Abdullah Hassan Ahmad Al Zaabi

Cabrito Engineering Cons.

Al Ajmi Engineering Consultant

E-25 Project (substation)

TRANSCO AUH Emirates Technical Associates (ETA)

LAHMEYER Int’l Consulting Engineer

Diera Fish Market (taking over of Dewatering)

DUBAI Municipality Bhatia General Contracting co.

Hyder Consulting Middle East

East Walk EW11 Far Glory Sowwah Development

AGAFE Buro Happold

Burj Vista (5B+G+68+R) Building

EMAAR Properties NSCC BH NS Engineering Consultant

Sky View Tower 456 EMAAR Properties NSCC NORR Group Consultants

Residential Bldg. (B+G+P+13), Hotel & Apartment

EMAAR Properties IFG DAR Consulting Architects & Engineers

R1005 Gallant Building Development (B+G+3F)

Dubai Real State Cooperation

Stromek Emirates Foundations

National Engineering Bureau

Club Vista Mare PALM Jumeirah Al Ghurair CEW Dar Al Handasah Shair & Partners

Bldg. for Mr. Moh'd Eid Moh'd Zenaid Al Qubaisi (5B+G+M+12)

Mohammed Eid Zined Al Quobaisie

Al Firas General Contracting

VIOLET Engineering Consultancy

The EDGE-(4B+G+8) proposed Development

Sweid & Sweid Development FZ.

NSCC International Limited

Brewer Smith Brewer Group (BSBG)

Maram Residence DUBAI Properties NSCC International Limited

LACASA Architect & Engineering Consultants

Villa of (B+G+1+R) Mrs. Ayesha Ahmed Al Kelbani

Mrs. Ayesha Yousif Ahmed Al Kelbani


Khaddam Architects

Etihad Museum RTA Dubai Government


HALCROW International

VIDA Residences (3B+G+2P+57+R)

EMAAR Properties P.J.S.C


NORR Group Consultant International Limited

56

Al Jalila Childrens Hospital

DUBAI Health Authority

Al Futtaim Carillion

Studio Altieri International Consultant

MTB Car Park Tunnel ABU Dhabi Airport Larsen & Tubrou Limited

AECOM Consultant

INFRASTRUCTURE

Project Client Contractor Consultant Al Marjan Island 3 & 4

Emirate on Ras Al Khaimah

Rizzani de Eccher RAKEEN

Khalifa Port ADPC CCC Mouchel

Khalifa Port,Pipeline ADPC CCC Mouchel

Storm Water Pipelines

- Desert Group -

Storm Water Works - BUND Contracting -

Pipelines - AMPLEX -

Transmission Pipeline - Lindenberg TRANSCO Marina Bay DAMAC Properties ASGC Architectural Consulting

Group

Storm Water Pipeline Meydan LLC Tuncer TAK

IBN Batuta Infras. Seven Tides Higgs & Hill Dar Al Handasah Salam St. Under Pass

Bauer Smith & Gill &Thornton

DEWA PIPELINE DEWA GPS NJS DEWA PIPELINE DEWA NCC NJS

KPIZ-project Abu Dhabi Port Co. CCC Bechtel

Abu Dhabi Airport Expansion

Abu Dhabi Airport Company

TAV-CCC JV Parson International Limited

Marina Mixed Use Development (Al –Bateen)

Bloom Emirates Properties

NSCC W.S. Atkins

DEWA 132 KV Cables DEWA Centaur Electromechanical Contracting

-

Dewatering on Cable Trench-300LM

DEWA Centaur Electromechanical Contracting

-

400 KV XLPE Underground Cable Circuits

Bloom Al Bateen Development

ETA Star PB Power Consultant

400 KV XLPE Underground Cable Circuits

Transco-Abu Dhabi Transportation Co.

NSCC PB Power Consultant

Infrastructure

57

DEWA Power Cable 11 KV dewatering

Dubai Electricity & Water Authority

Power Magic Contracting

-

Emirates Aluminum Underground Services

Emirates Aluminum Company (EMAL)

CCC SNC Lavalin International

Ghanada Bridge New Internal Roads

Department of President Affair-AUH

AST Overseas Co. Parson International Limited

Production Oil Wells (EPC)

ADSSC CCC SNC Lavalin International

Project: D11128/ADDC Substation 33/11KV

ABU DHABI Distribution Company

AGD Electromechanical LLC

DIECON International

Chilled Water Network - Utility Plant Distribution


(HLG) Habtoor Leighton Group

-

ADAC Project - Landside Primary & Secondary Roads


China State Construction

Kohn Pedersen Fox Associates (KPF)

OTHERS

Project Client Contractor Consultant

Vacuflow System 1 RAKEEN NGI CONSER

JP8 Storage Tank UAE Armed Forces Al Najah Hansaconsult Bab Al Bahar Sapience

Construction -

Vacuum Station 2 RAKEEN NGI -

Pumping Room EMAAR Properties Belhasa - Water Storm Pipe DEWA Belhasa Projects

LLC -

Meydan Race Course

Meydan LLC Meydan Corp. TAK

Water Tank Seven Tides Waterman PJSI

Beach Terraces Invest AD Invest AD Hill International Lifting Station #2 Meydan LLC Belhasa TAK M.I.S.T. PHASE 1B, MASDAR

Masdar AL GHURAIR ARABIAN FOUNDATIONS /Zublin

Arup/ Fire

Lifting Station #1 Meydan LLC Belhasa TAK

Shams Central Park Sorouh Real Estate P.S.J.

Orascom EHAF

Creek Tower & Plaza Dubai Maritime City Sharaf Nikken Sekkei Ltd.

Frond Compaction Belhasa

Others

58

AREX H.H. Al Sheikh Issa

Bin Zayeda Al Nahyan AL GHURAIR ARABIAN FOUNDATIONS

AREX

9RR United Real Estate AL GHURAIR ARABIAN FOUNDATIONS

Dartin

Septic Tank NCC Fast Energy -

Mosart Marble Factory

Mosart - -

Construction of Chemical Tank

Dubai Investment Park

Baco Technical Works

Shadid Engineering Consultant

Dewatering on Wet Wells

- Zenath Contracitng

-

Proposed G+M Shed Hussain Ghafan Saeed Al Basti

Al Majal Engineering

Al Majal Engineering

Dewatering on Valve pit

Dubai Electricity and Water Authority

Ascon Roads -

Yas Club (water tank)

MIRAL Asset Management

Zublin AECOM

Boundary Wall at Khalifa City A

- Fibrex Construction Group

W.S. Atkins

59

MAjOR CUSTOMERS

TransMak Leasing Construction

Machinery

61

TRANSMAK has full range of construction equipment and heavy machinery ranging from Compressors, Generators, Tele Handlers, Skid-Steer Loader, Cranes, Transit Mixers, Trucks, Wheel Loaders, Excavators and Backhoe Loaders.

Our ranges of equipments are listed below:• Air Compressors- 200CFM to 375 CFM.• Power Generators- 30 to 550 Kva.• Tower Lights, Placing Boom and Concrete Pump.• Tele-Handlers, Skid-Steer Loaders, and Wheel Loaders, Rough Terrain Cranes, Dumpers &

Excavators.• Busses, Tipper Trucks and Flat Bed Trailers.

TRANSMAK equipment and machineries are maintained always in excellent working conditions to satisfy clients’ needs and requirements.

CONSTRUCTION MACHINERIES LEASINg

62

A dumper is a vehicle designed for carrying bulk material, often on building sites.

EQUIPMENT

Dumpers

DESCRIPTION:CAPACITY:POWER:MAKER:MAX SPEED:

DUMPER 1200 NT/SN3000 KgHP 28, 5/HP 23SILLA25 km/hr

A Skid-steer loader is a small rigid frame, engine-powered machine with lift arms used to attach a wide variety of labor-saving tools. Skid-steer loaders are typically four-wheel vehicles with the wheels mechanically locked in synchronization on each side, and the left-side drive wheels can be driven independently of the right-side drive wheels.

Skid Steer Loaders

DESCRIPTION:CAPACITY:MODEL:MAKER:OPERATING WEIGHT:

Skid Steer Loader61.7 HP - 0.66 CBM226 B3CATERPILLAR2,641 Kg

63

A telescopic handler, or telehandler, is similar in appearance and function to a forklift but is more a crane than forklift, with the increased versatility of a single telescopic booming that can extend forwards and upwards from the vehicle. On the end of the boom the operator can fitoneofseveralattachments,suchasabucket, pallet forks, muck grab, or winch.

Forklifts are used for stacking pallets, loading and unloading trucks for transporting goods. It is hydraulics controlled with either levers directly manipulating the hydraulic valves, or by electrically controlled actuators, using smaller “finger”leversforcontrol.Forklift trucks are having different load capacities between one and five tons.Largermachines,up to50tons lift capacity, are used for lifting heavier loads, including loaded shipping.

Telecospic Handlers

Forklifts

DESCRIPTION:MODEL:CAPACITY:ENGINE:MAKERMAX SPEED

DESCRIPTION:MODEL:CAPACITY:OPR’G PRESSURE:MAKERMAX SPEEDSERVICE WEIGHT

TELECOSPIC HANDLERJCB 535-125 Hi-Viz3500 Kg55 KW (75hp) JCB EcoMax Engine Stage IIIB/Tier JCB29 km/hr

FORK LIFTC70D7000 Kg140 BAR CLARK29 km/hr9676 Kg

64

Excavators are heavy construction equipment consisting of a boom, stick, bucket and cab on a rotating platform. It is used for construction activities such as digging trenches, holes and foundations. Excavators are also used in forestry, dredging rivers, heavy lifting, mining, material handling, driving piles and demolition. There are various kinds of excavators. The main types include drag line, compact long reach, suction excavators and power shovels.

This is a heavy equipment machine used in construction and sidewalk maintenance to move aside or load materials such as asphalt, demolition debris, dirt, snow, feed, gravel, logs, raw minerals, recycled material, rock, sand, woodchips, etc. into or onto

another type of machinery (such as a dump truck, conveyor belt, feed-hopper, or railroad car)..

This loader is versatile mobile shovels with the bucket sizes range from perhaps 1 cubic yard for small utility machines, to 20 cubic yards or more for large models in mining applications.

Excavators

wheel Loaders

DESCRIPTION:MODEL:BUCKET CAPACITY:OPR’G WEIGHT:MAKERSWING SPEEDNET POWER

DESCRIPTION:MODEL:BUCKET CAPACITY:OPR’G WEIGHT:MAKERNET POWER

WHEEL EXCAVATORM318D0.38 to 1.26 m318, 200 TO 20, 100 kg CATERPILLAR10.5 RPM166.0 HP

WHEEL LOADER950H2.50 to 9.20 m342, 357 LBSCATERPILLAR230.0 HP

65

A concrete mixer is comprised primarily of a motor, a rotating drum, and often a chute. Inside the drum, the materials used to make concrete spin around, mixing together evenly and remaining soft for application and forming.

A large commercial concrete mixer truck is used for mixing and transporting large volumes of concrete for use on a building site.

Buses

Truck Concrete Mixers

DESCRIPTION:MODEL:CAPACITY:WEIGHT:MAKERMAX SPEED

DESCRIPTION:MODEL:DRUM CAPACITY:NET WEIGHT:MAKERENGINE POWER

PRIVATE BUSFALCON67 SEATERS16,200 KGSASHOK LEYLAND114 Km/hr

CONCRETE MIXERTGA 33.3609.0 m311,775 KGMAN235 KW (320 HP)

66

Flat bed semitrailers, was design for the transport of long indivisible self supporting loads like precast concrete, steel structures, and other heavy equipments. Loading capacity varies between 3, 4 and 5 axle semitrailers with hydraulic or pneumatic suspension. Flat bed semi-trailers can be supplied with double or triple extendible platform. All the axles are hydro-mechanically forced steered from the tractor (mandatory to drive such long semitrailers). This is the ideal solution for the transport of crane ballast and heavy loads.

Trailer-mounted light towers feature a compact, narrow body design for cost-effective transport and storage. A 30-foot adjustable tower rotates 360-degrees for optimum lighting flexibility. These unitsare suited for illuminating general job sites, site prep, concrete pours, specialty events, parking lots, road work and all construction work.

Flat Bed Semi Trailers

Tower Lights

DESCRIPTION:MODEL:CAPACITY:MAKER:

DESCRIPTION:OUTPUT:MODEL:MAKER:OPERATING WEIGHT:

SEMI TRAILER (FLAT BED)FH44055.0 TONSVOLVO

TOWER LIGHT6.0 KW, 230 V, 26.1 A, 50HzLTC4LWACKER CORPORATION787 Kg

67

MAjOR CUSTOMERS

Personnel

69

TRANSMAK has a multi faceted, multinational employee force of over 365 employees who are in Engineering, Service Industry and specialized technical & sales professionals. We are a close-knit organized team that consists of drive, dynamic and talented achievers. We prefer challenging tasks that give us opportunity to work on the edge of our capabilities.

PERSONNEL

OUR PEOPLE

ORgANIZATION CHART

TAjEER PjSC

Managing Director

TransMakLeasing & Rentals LLC TransMak

Dewatering Services LLC

HR Dept Admin DeptFinance &Accounts

DeptIT Dept Supply Chain

Dept Qhse Dept

LogisticsDept

LogisticsDept

ProcurementDept

OperationsDept

Workshop &Services

Deprt

Design & Estimation

Deprt

TransMak Onshore & Off ShoreOil & Gas Field Services LLC

QualityHealthSafety

Environment

71

We at TRANSMAK shall continually improve the quality management system guided by the principles of innovation, equity, and social solidarity at par with internationally recognized standards.

We commit to comply with applicable statutory and regulatory requirements and other policies of the private and public entities.

Understand and respond to our customer’s needs and expectationDevelop systems that generate continually quality and productivity improvements.Establish long-term partnerships with suppliers.

To ensure the quality of service, the following are taken into consideration:• Provision of good equipment, machineries, materials, etc.• Complywithgivenspecificationofeveryclient.• Regular servicing to all TRANSMAK units to sustain its good quality.

We at TRANSMAK shall ensure that a documented Safety Management System containing the arrangements and organizational details of achieving these requirements are maintained.

• Uphold Health, Safety and Environment (HSE) as core-values more than simple priorities. • Comply with all applicable U.A.E. laws and regulations, international standards and relevant

best practices. • Design and maintain safe and healthy work places, plant and equipment, safe operating systems

and methods of work. • Use best available environmental technology and practices; progressively reduce emissions,

dischargesandwastes,improvetheefficientuseofenergyandconservenaturalresources.• Identify operational hazards and environmental aspects to manage HSE risks to a level that

ensures safety of people, protection of the environment and integrity of operation. • Hold all levels of management, supervision and employees, in line function accountable for HSE

performance. • Empower all employees and contractors to stop any work that is considered unsafe or not in line

with HSE policy and procedures. • MitigateallHSEdeficienciesandnon-conformancesidentifiedthroughaudits,inspectionsand

incident investigations as well as other sources, in a timely manner. • Continually improve HSE performance by fostering a positive HSE culture that recognizes

individual contributions. • Measure, appraise and publicly report HSE performance against annually set HSE objectives

and targets.

Wetakeprideineveryonereturninghomesafelyeverydayandbelievefirmlythatimprovementcanonlybe achieved by the participation and contribution of each employee.

HEALTH & SAFETY POLICY

QUALITY POLICY

72

In monitoring the Health & Safety the following are taken into consideration:• Healthexaminationofthepersonbeforeacceptingasemployeetoperformthespecifiedjob.• New employee orientation program to ensure that the employee have fully understood the

company procedure particularly to health and safety.• Issuance of personal protective equipment design for the job.• Continuous inspection to elimination of hazards.• PerformingaHazardIdentificationRiskAssessmentandRiskControl.• Clinic facility with on duty Nurse.• Training relevant to employees’ job.• Insurance of each and every employee.• Team building to develop sportsmanship and relaxation of the employees.

TRANSMAK is committed to deliver High Environmental Performance as an ongoing priority to achieve our Environmental Policy of protecting the environment.

The core of this policy will be implementation and maintenance of the Environmental Management Systemthatappliestotheservicesprovidedbyitsofficesandprojectconstructionactivities.

• Comply with environmental legislation and requirements relevant to its activities, product and services and regularly evaluate its compliance with such requirements,

• Proactively pursue the minimization of environmental impacts associated with its activities, products and services,

• Endeavour to eliminate the product of pollution emission or, discharge to the environment,• Takeproactivemeasurestopreservewildlife/floraanditsnaturalhabitats,• Continually strive for improvement in the environmental performance of its activities, products

and services &• Set objectives, targets and programs and review / revise them regularly with the aim of continual

improvement in environmental performance.

Everyone working for TRANSMAK shall participate in open consultations with our customers and ensure effective communication of this Environmental policy for all those working for and on behalf of the business.

In monitoring the Environmental protection the following are taken into consideration:• Comply with any regulatory requirements that may be obliged to any of TRANSMAK activities.• Regular housekeeping.• Any generated waste will be collected by registered haulers.• Provision of designated trash bin.• Certificationtoensurethatallequipment&machinerieshavenoanyharmfulemissiontoair.

ENVIRONMENTAL POLICY

REPORTING

73

Equipment Rental & Dewatering Specialist

Health, Safety & Environment Section

SAFETY & HEALTH INSPECTION PATROL REPORT

SUMMARY OF FINDINGS

1

LOC

ATI

ON

AR

EA

2

LOC

ATI

ON

AR

EA

3

LOC

ATI

ON

AR

EA

4

LOC

ATI

ON

AR

EA

55-Apr-2014 S.

Fejer

LOC

ATI

ON

AR

EA

65-Apr-2014 S.

Fejer

LOC

ATI

ON

AR

EA

7

LOC

ATI

ON

AR

EA

8

LOC

ATI

ON

AR

EA

9

LOC

ATI

ON

AR

EA

Legend on HSE Category:

Critical - Imminent danger to personnel or products, potential lost manhours, immediate correction/escalation required.

Major - Not imminent but high probability and potential cost.

Minor - Opportunity for Improvement

HSE Category

Corrective Action Completion /

Commitment Date

Status

Narative Picture

NOTE: Please enlarge/zoom to better seen the photos.

Dept. In-Charge/

Employee Involve

Closed Items

Date/ Inspector

Date

Inspector

Open Items

Narative Picture

Total Findings :

% Closure

FindingsClassification Impact

HSE SECTION TOOL BOX TALK ATTENDANCE

Facilitator’s Name: Date: Project Site: Location: Topic:

NO. NAME

POSITION SIGNATURE 1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

Completed form to be returned to HSE section for filing.

“TRANSMAK follows a unique reporting guidelines and structure to ensure that operations are running smoothly and as per timeframes set.

All reports are generated by industry professionals to present focused and salient contents related to daily operations which will be analyzed by senior management in order to facilitate their decisions.

Below are some of the reports types:• Daily Operational Reports• HSE Reports• Monitoring Reports• Incident/ Accident Reports• Progress Reports• Service History Reports”

LOCATION:

REPORT NO/YEAR. :

DATE OF ACCIDENT / NEARMISS:

TIME:

CATEGORY:

Incident Near Miss

ACCIDENT / INCIDENT REPORT

HEALTH SAFETY AND ENVIRONMENT

ATTACHMENTS Medical Report Form # 10014

Police Report

Others (pls. specify) __

REPORT PREPARED BY:

Date:

Safety officer

RECEIVED BY :

Date:

NOTED BY:

Date:

General Manager

Service & Operations Manager

Signature Signature Signature

Page : 3 of 4

LOCATION: REPORT NO/YEAR. :

DATE OF ACCIDENT / NEARMISS: TIME:

CATEGORY: Incident Near Miss

DETAILS OF DAMAGES / INJURIES :

DETAILS OF PERSONS HOPITALISED

SR. NO COMPANY DESIGNATION

1 N/A N/A N/A

2

4

5

REGISTRATION

1

ACCIDENT / INCIDENT REPORTHEALTH SAFETY AND ENVIRONMENT

NEARMISS INJURIES PROPERTY DAMAGE

Description Details (Name, No., ….) of person(s) involved

and brief description of the injuriesBrief description of the damage to property

NAMENAME OF HOSPITAL

Transmak

N/A

DETAILS OF MACHINERY / VEHICLES INVOLVED IN THE INCIDENT / NEARMISS

No.MACHINERY / VEHICLE

Description DRIVER/OPERATOR NAME & COMPANY

Page : 1 of 4

LOCATION:

REPORT NO/YEAR. :

DATE OF ACCIDENT / NEARMISS:

TIME:

CATEGORY:Incident Near Miss

ACCIDENT / INCIDENT REPORT

HEALTH SAFETY AND ENVIRONMENT

ACCIDENT RATING

MAJOR

MINOR UNSAFE CONDITION

UNSAFE ACT

Access/ Egress

Failure to follow rules and procedures

Equipment failure

Misuse of equipment or tools

Failure to use warning or Safety devices

Work Environment

Improper handling Failure to wear PPE

Inadequate equipment or toolsII. UNDERLYING CAUSES Inadequate knowledge and/or skill

Inadequate maintenance and/or inspection

Lack of supervision

Inadequate work standard and/or procedure

Inadequate planning and /or organization Inadequate instructions or training

Inadequate Engineering and/or design

Others (Specify):

GATHERED THIS REPORT

CORRECTIVE ACTION TO CLOSED OUT THE REPORT

INVESTIGATION IN TO ROOT CAUSES

I. IMMEDIATE CAUSES

WHAT ARE THE CONTROL MEASURES THAT COULD HAVE PREVENTED THIS ACCIDENT / INCIDENT?

BRIEF DESCRIPTION / DETAILS OF THE INCIDENT / NEARMISS ( Identify Root Cause )

In adequate warning sign / Safety devices

Poor house keeping

Others (Specify):

Inadequate PPE

02

01

04 05

06

12 01

02 03

04

06 07

08

05

13

11

10

09

08 07

03

Page : 2 of 4

Date Implemented:

Revision No:

L S RL S R

HAZARD IDENTIFICATION RISK ASSESSMENT AND RISK CONTROL

CONTROL MEASURESINITIAL RISKIDENTIFIED AT RISK

HAZARD INVOLVED & CONSEQUENCES

REMARKSRESIDUAL RISK

ACTIVITYNo.

Certifications

75

GULF QUALITY MANAGEMENT SERVICES, Tel:+ 971 2 5528586, Fax:+971 2 5528587 P.O Box 34467, Abu Dhabi U.A.E.

Email: [email protected], Website: www.qec.co.uk

GQMS/MR/04/005 (A) Ref# 490398 AE (IMS)

CERTIFICATE OF COMMENCEMENT

This is to certify that

TRANSMAK DEWATERING SERVICES. have appointed us to certified them with their program to develop and implement

Integrated Management System Leading to ISO 9001:2008

ISO 14001:2004 & BS OHSAS 18001:2007 Certification This program commenced on 08, February 2015

We are confident, that TRANSMAK DEWATERING SERVICES commitment to Integrated Management System, they will

successfully achieve ISO 9001:2008 14001:2004 & BS OHSAS 18001:2007

Certification at the earliest and

wishes them every success.

CERTIFICATIONS

References

77

REFERENCES

78

Licenses

www.transmak.ae

Transmak Dewatering ServicesDubaiOffice

P.O. Box: 37352Tel: +971 4 3232440Fax: +971 4 3419733

AbuDhabiOfficeP.O. Box: 111067 Tel: +971 2 5535074Fax: +971 2 5535447

Transmak Leasing Construction Machinery & TransportDubaiOffice

P.O. Box: 37352Tel: +971 4 341 2007Fax: +971 4 341 0301

AbuDhabiOfficeP.O. Box: 111067Tel: +971 25538892Fax: +971 25538896

Transmak On-Shore & Off-Shore Oil and gas Fields ServicesAbuDhabiOffice

P.O. Box: 111067Tel: +971 25538892Fax: +971 25538896

Documents

TransMak PQD