transmak pqd
TRANSCRIPT
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.
SCOPE OF DEWATERING WORKS:Area: 65,00 m2Max. Excavation: -20.00mShoring: Diaphragm Wall
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
SCOPE OF DEWATERING WORKS:Area: 22,500 m2Max. Excavation: -7.00mShoring: Open Excavation
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.
SCOPE OF DEWATERING WORKS:Area: 7,980 m2Max. Excavation: -11.50mShoring: Diaphragm Wall
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.
SCOPE OF DEWATERING WORKS:Area: 60,000 m2Max. Excavation: -10.00mShoring: Open Excavation
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.
SCOPE OF DEWATERING WORKS:Area: 65,000 m2Max. Excavation: -10.00mShoring: Open Excavation
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
SCOPE OF DEWATERING WORKS:Area: 3,000 m2Max. Excavation: -16.00mShoring: Open Excavation
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
48
Client: Sweid & Sweid Development FZ. LLCEnabling Contractor: NSCC International Consultant: Brewer Smith Brewer Gulf (BSBG)
SCOPE OF DEWATERING WORKS:Deep well dewatering system was used at around 2900 square meter.
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
SCOPE OF DEWATERING WORKS:Deep well dewatering system was used at around 850 square meter.
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
AL GHURAIR ARABIAN FOUNDATIONS
WS Atkins & Partners
Comm'l Ofifice Bldg., BB029
Mismak Properties LLC
Tiger Group Consultant Int'l
Residential Bldg., RC.B 026 & 027
Al Sondos Real Estate PILEX Eng. Adnan Saffarini
Residential Bldg., RC.E -052
Al Sondos Real Estate PILEX Eng. Adnan Saffarini
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
AL GHURAIR ARABIAN FOUNDATIONS
KA
Silver Star Tower Trend Capital GMBH & Co.
AL GHURAIR ARABIAN FOUNDATIONS
Archgroup
53
Trump Tower Trump AL GHURAIR
ARABIAN FOUNDATIONS / Al Habtoor – Murray & Roberts
WS Atkins & Partners
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
AL GHURAIR ARABIAN FOUNDATIONS
R.J. Crocker and Partners
Fortune Serene Mr. Mohamed Abdulkareem
AL GHURAIR ARABIAN FOUNDATIONS
Dimensions Engineering Consultant
N1 Tower Mr. Eisa Bin Nassir Bin Abdulatiff Al Serkal
AL GHURAIR ARABIAN FOUNDATIONS
Dimensions Engineering Consultant
Emerald Palace Sunrise Properties AL GHURAIR ARABIAN FOUNDATIONS
WS Atkins & Partners
MAG 218 Tower Arabian Forasol Foundations LLC
AFF/WJ G.W NEB
Jouri 1 New World Investments Ltd.
IFG Dimensions Engineering Consultant
Jouri 2 New World Investments Ltd.
IFG Dimensions Engineering Consultant
Al Raffa Al Ghurair Investment AL GHURAIR ARABIAN FOUNDATIONS
Arif & Bintoak
Jouri 6 New World Investments Ltd.
PILEX NEB
Jouri 5 New World Investments Ltd.
PILEX NEB
Soraya Tower 1 New World Investments Ltd.
IFG Dimensions Engineering Consultant
Jouri 3 New World Investments Ltd.
IFG Dimensions Engineering Consultant
Jouri 4 New World Investments Ltd.
IFG Dimensions Engineering Consultant
Channel Tower Nakheel AL GHURAIR ARABIAN FOUNDATIONS
WS Atkins & Partners
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
NSCC International Limited
Khaddam Architects
Etihad Museum RTA Dubai Government
NSCC International Limited
HALCROW International
VIDA Residences (3B+G+2P+57+R)
EMAAR Properties P.J.S.C
NSCC International Limited
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
Abu Dhabi Airport Company
(HLG) Habtoor Leighton Group
-
ADAC Project - Landside Primary & Secondary Roads
Abu Dhabi Airport Company
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)
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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
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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
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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
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Date Implemented:
Revision No:
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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
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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