Engineering& Design Manager
ALJABER Engineering
Total years of experience :20 years, 5 Months
Description The Scope of the WORK shall include, but not be limited to, the execution and completion of the
following main items:
Design & Construction of the civil works and associated MEP works for two large diameter utility tunnels
for the future installation of the 66KV cable crossings under the proposed tidal canal from the mainland
to the QETAIFAN North Island (adjacent to Bridge 9) and to QS1, the QETAIFAN South Island #1 (adjacent
to Bridge 8).
Construction of the MARAFEQ‐designed gas pipeline crossings between the mainland and the North
Island (adjacent to Bridge 9) and the mainland and QS1 (adjacent to Bridge 8) and between islands QS1,
QS2 and QS3.
Removal of a section of the existing sea wall at the proposed Beach Club on the west side of island QS1,
excavation of the proposed new beach area and construction of new realigned sea walls. (Note -
Construction of the beach and back of beach works are excluded from the scope and will be constructed
by the CP12 contractor).
Widening of the five (5) existing temporary earth bunds adjacent to permanent bridge structures 3, 5, 7,
8 and 9 that currently provide temporary vehicular access between the four QETAIFAN Islands and
connect the islands to the mainland. Construction of pipe culverts within the earth bunds to allow water
circulation and flushing of the flooded lagoon, plus associated side slope protection enhancements to
the earth bunds.
Raising the finished level of the existing sea wall on QETAIFAN Islands from 2.0m to 2.5m QNHD by the
installation of precast reinforced concrete capping blocks to the limits shown on the drawings; placing
and compaction of fill material behind the blocks to the final required width and formation level and
construct concrete block staircases adjacent to the sea wall at 5No (five) locations providing restricted
access from the promenade to the tidal lagoon basin.
My duites I’m fully responsible for design and engineering management necessary for completion of the
work, check, review and verify the design information including all aspects of the supplied design that shall be
adequate for the purpose in accordance with the contract in respect to all value engineering added, managing
production of all necessary engineering drawings, data sheets, specifications, procedures and method statements
for the completion of the work, all coordination works with all clients, designers, consultants and subcontractors
related to all engineering disciplines and activities, and technical evaluations bids.
The LUSAIL development is located north of Doha and is a 2000 hectare site, which will comprise
residential housing for approximately 200, 000 residents, mixed‐use retail, commercial centers, hotels and
community facilities. The total resident, office and visitor population is expected to be approximately 450, 000 of
which contract package CP07‐A‐1B north forms an integral part. The CONTRACTOR for the CP07‐A‐1B North project
is to supply and construct, furnish all supervision and monitoring, documentation, equipment, materials, labor and
incidentals necessary to successfully complete the project in compliance with the contract. The contractor shall
perform, as a minimum, the primary items of work listed below. The list is not all‐inclusive, and the contractor shall
be responsible for identifying all items of work and executing them. The contractor scope include, but not limited to
the following:
Removal and disposal of over site debris, temporary substructures and other unsuitable materials on the
site as a result of other contractors’ activities.
Formation of temporary access roads and pedestrian safe walking routes in and out of the site.
Temporary fences and physical barriers (edge protection) around all excavations perimeters.
Traffic and pedestrian management and maintenance.
Temporary site offices for LREDC and representatives for six months from Effective Date, then transfer
to the combined CP07 Hub office provided by LUSAIL.
Excavation and grading to designed levels.
Temporary earthwork supports, Berms, trench boxes etc.
Monitoring of excavations, and nearby structures including the existing sea wall.
Temporary works including dewatering, temporary lateral support and walls.
Construction of Roads and Pedestrian Pavements.
Construction of Promenade Cycle Path.
Supply and installation of traffic gantries and signals.
Supply and installation of roadway lighting.
Road Signage including Direction signs and support structures.
Safety Barriers.
Construction and installation of foul sewage, storm water, irrigation, storm water drainage, potable
water network, and associated pumping stations.
Construction and Installation of Electrical Distribution network and associated substations.
Updated: 06th January 2016 Page 4
Construction and Installation of Telecommunication, ELV, SSD and SCADA duct bank network. The
contractor shall construct ITS duct banks, manholes, and pull strings.
My duites I’m fully responsible for design and engineering management necessary for completion of the
work, check, review and verify the design information including all aspects of the supplied design that shall be
adequate for the purpose in accordance with the contract in respect to all value engineering added, managing
production of all necessary engineering drawings, data sheets, specifications, procedures and method statements
for the completion of the work, all coordination works with all clients, designers, consultants and subcontractors
related to all engineering disciplines and activities, Managing all BIM services provided in respect to LOD requested,
Managing all technical review of all materials submittals and technical evaluations bids.
ALJABER Engineering - Senior Technical Engineer December 2012 - Present
Projects 1- Design and construct New Orbital Highway& Truck route-Contract 3 (Tendering)
2- Design and construct New Orbital Highway& Truck route-Contract 1 (Tendering)
3- Construct the Island Channel in SIMESMA (Tendering)
4- Design and construct Internal Security Force Camp (ISF) (Awarded - 2.40 billion QAR)
5- Construct the Island Bridge in SIMESMA (Awarded - 65 million QAR)
6- Design and construct ALKHOR Camp for ALJABER Engineering (Owned - 28 million QAR)
7- Design and construct Liquid Ammonia 25% factory (Awarded - 35 million QAR)
8- Design and construct Upgrading of MESAIEED Town RPS (Awarded - 100 million QAR)
My duites As I'm centeralized at ALJABER Engineering head quarter in the technical department, I'm fully
responsible for detailed design and engineering necessary for completion of the work, check, review and verify the design and engineering information including all aspects of the in-house FEED supplied by client to satisfy himself
that they are adequate for the purpose in accordance with the contract, produce all necessary engineering drawings,
data sheets, specifications, procedures and method statements for the completion of the work, all coordination
works with all clients, designers, consultants and subcontractors related to all engineering disciplines and projects
modeling.
ALJABER Engineering - Design Coordinator July 2012 - December 2012
Project EPIC For Coast Guard Channel in SIMESMA - QATAR
Owner Urbacon (UCC) - QATAR
Contractor AL JABER Engineering
Consultant SOGREAH
Cost 80 million QAR
Description The coast guard channel is a channel with 80m bed width with side slopes of 3H: 1V and a
constant water depth of 6.88m should be excavated into the sea at SIMESMA zone in Qatar. The aim of the channel
is to allow all coast guard fleet accessing their marina near the beach line. The total length of the channel is 1120m
measured from the marina access gate up to the end of the channel into the sea. The channel existing bed has
varied water depth from 0.60m up to 3.40m which should be excavated to reach fixed water depth of 6.88m. The
channel bed soil strata are sand, calcarenite, lime stone C-15MPa, lime stone B-40MPa& lime stone A-90Mpa with overall excavated materials are 526, 000m3.
My duites Responsible for detailed shop drawings necessary for completion of the work, check, review and verify the design information contained in the tender documents including all aspects of the in-house FEED supplied by client to satisfy himself that they are adequate for the purpose in accordance with the contract, produce all
Updated: 25 May 2013
necessary data sheets, purchase requisitions, procedures, and method statements for the completion of the work,
all coordination works with all project parties related to all engineering activities& project modeling.
ALJABER Engineering - Design Coordinator July 2012 - December 2012
Project EPIC For New Southern Perimeter Fence, Security Patrol Access and Other Roads in RLC
Owner RAS LAFFAN INDUSTRIAL CITY (RLIC) - QATAR
Contractor AL JABER Engineering
Consultant QATAR PETROLEUM (QP) - QATAR
Cost 90 million QAR
Description Design, Detailed Engineering, Procurement, Installation, Construction, and Commissioning of the FACILITY as described: 1. Approximately 20.90 kilometers of perimeter industrial security fence shall be installed along the new
RLIC southern fence line. This comprises of the removal and reinstallation of existing fencing, along with the installation of new fencing as follows.
2. Three (3) coiled razor tape fencing along the proposed new industrial fence line and 5.0 meters wide
asphalt security and maintenance access road, running inside and parallel to the fence line.
3. Earthing shall be provided as required along the new fence line and also at location where the fence is
crossing under the overhead transmission lines.
4. Refurbish, relocate and re-commission existing, CCTV camera, CCTV and Microwave radio Tower,
antenna, solar panel, batteries, charger, Microwave radio and all associated components as one unit.
5. Refurbish and relocate existing observation tower.
6. Design, Fabricate and construct one new observation tower.
7. Provide underground crossings for the security & maintenance road and new link road connecting Tariq
Street and Sealine Avenue.
8. The New road from Old Dhakira Road roundabout to Ras Laffan City Sealine road, measuring 32.0
meters wide road corridor, as per Ashghal as-built drawings, and 1.4 Kilometers in length shall be paved to provide a new access road to Beach Area.
9. A New link road connecting the east end of Tariq Street with the south end of Sealine Avenue
(constructed by M/S CCC under RLPEP) . This is a 2-way single carriageway of 8 meters width and measuring approximately 560metres in length.
10. Provide new ducts and telecom manholes along the link road connecting Tariq Street with Sealine
Avenue and Provide 36 core SM Fiber optic cable end to end connectivity between EMTB and POB fiber
optic patch panels.
My duites Responsible for detailed design and engineering necessary for completion of the work, check,
review and verify the design and engineering information contained in this document including all aspects of the in- house FEED supplied by client to satisfy himself that they are adequate for the purpose in accordance with the
contract, produce all necessary engineering drawings, data sheets, specifications, purchase requisitions, procedures, and method statements for the completion of the work, all coordination works with all subcontractors related to all
engineer disciplines& project modeling.
Updated: 25 May 2013
ALJABER Engineering - Structural Engineer January 2012 - July 2012
Project QATAR PETROLEUM DISTRICT in DOHA - QATAR
Owner QATAR PETROLEUM - QATAR
Contractor BOUYGUES BATIMENT - MIDMAC - AL JABER JV.
Consultant KEO - QATAR
Cost 6.50 billion QAR
Description The Qatar Petroleum (QP) District is an ensemble complex, of ten state of the art buildings
grouping individual and adjacent buildings together in a harmonious blend of architectural excellence and is
primed to be a leading destination in Qatar. The buildings in this group of ten, average 20 to 25 floors per
structure and will be built on an approximate land mass of 380, 000 plus sq.m. Crowning the QP District is its 45
story high tower which is well on its way to being one of Doha's landmark sights and an icon of the city's skyline.
QP is also delighted that this ensemble complex will also be among the 1st certified sustainably designed
construction in the Middle East region.
My duites Responsible for managing the design and engineering of the Towers T3, 4, 5, 6, 9,
GA2&GA3 (21/31 floors + Roof structure), responsible for all coordination related to retrofit works for T3, 4,
GA2&GA3 due to changes in all design drawings, responsible to follow all designers for T5, 6&9 to produce the reinforcement shop drawings and post tension slabs, fully coordination with formwork, MEP and Architectural
teams, review design calculation received and participate designing of reinforced concrete elements.
ALJABER Engineering - Project Engineer May 2011 - January 2012
Project QATAR PETROLEUM DISTRICT in DOHA - QATAR
Owner QATAR PETROLEUM - QATAR
Contractor BOUYGUES BATIMENT - MIDMAC - AL JABER JV.
Consultant KEO - QATAR
Cost 6.50 billion QAR
Description The QP District is an ensemble complex, of ten state of the art buildings grouping individual and adjacent buildings together in a harmonious blend of architectural excellence and is primed to be a leading
destination in Qatar. The buildings in this group of ten, average 20 to 25 floors per structure and will be built on an approximate land mass of 380, 000 plus sq.m. Crowning the QP District is its 45 story high tower which is well on its way to being one of Doha's landmark sights and an icon of the city's skyline. QP is also delighted that this
Updated: 25 May 2013
ensemble complex will also be among the 1st certified sustainably designed construction in the Middle East
region.
My duites Responsible for managing Tower 4 construction (26 floors + Roof structure) by ordering
materials (Reinforcement, Concrete, Post tension tendons, accessories, Façade embeds, Formwork, safety fence,
temporary works etc), calculating materials quantities, cost control and Budgeting via KPI (Key Performance
Indicator), Method of statement and risk assessment via TLM (Task Lunch Meeting), QC works via QVF files
(Quality Verification Files), measure daily events, variation order via day works related to EI (Engineer
Instruction), daily and weekly report, Fully coordination with subcontractors (CCL, QATAR STEEL, DOKA, PERI,
JANGHO etc), following inspections, monitoring manpower and productivity, repairing works, handover to
MEP and finishing team, monitoring subcontractor invoices, following materials logistics, submit 3 weeks look
ahead weekly and revise shop drawings, BBS, method of statements and SDAs (Site Design Amendments)
ALJABER Engineering - Technical Engineer December 2007 - December 2010
Project DUBAI TOWER in DOHA - QATAR
Owner SAMA DUBAI - UAE
Contractor AL-HABTOOR & AL-JABER JV - QATAR
Consultant HYDER & RMJM - UAE
Cost 2.70 billion QAR
Description The project consist of Five basement floors, Ground, Eight floors podium, Two floors Plants,
Two floors service apartments, One floor sky lobby, Ten floors hotel, Two floors Bar, club, restaurants, 30 floors
offices, 30 floors residential and Four floors deck Space so the tower will be 91 floors- 440m height above ground level. All construction and Structure systems are included in this kind of mega project like diaphragm
walls, Piles, 3.5m height Raft foundations, composite sections, retaining walls, post tension slabs, Hambro Slabs,
pre-cast elements, Doka formwork and scaffoldings, steel structure and core walls. The project starts at March- 2007 and planned to finish at March 2010. The project Consist a lot of subcontractors like FREYSSINET for post
tension slabs, DOKA for shuttering Elwatania for steel reinforcement, KONE for elevators, EVERSANDI for steel
structure.
My duites Responsible for quantities submission, all types of shop drawings production, technical site
support, actual work done surveying, daily site Photos, daily, weekly reports and revise all Inspection requests,
revise all shop drawings from subcontractors and fully coordination works with different teams.
ZUHAIR FAYEZ Partenership - Site Inspector March 2007 - December 2007
Project AL- SAFWA TOWERS in MAKKAH - SAUDI ARABIA
Owner AL- AUTEER Group - SAUDI ARABIA
Updated: 25 May 2013
Contractor AL- AUTEER Group - SAUDI ARABIA
Consultant ZUHAIR FAYEZ Partnership - SAUDI ARABIA
Cost 370 million SAR
Description The project consist of 5 typical towers each tower consist 4 basement floors with flat slab
system starting over the raft foundation the 4th basement floor Is a water tank, the 3rd basement and 2nd
basement floors are a parking area, 1st basement Floor and the ground floor are commercials floors, from 1st
floor to 6th floor are Services area and from 7th to 28th floors with Hambro construction system are residential
area. The shoring system is micropiels with ties and anchors system till excavation level Then leveling and 20 cm of graded gravel, 10 cm screed, water proofing mainbrane, 5 cm Screed and then the raft foundation.
My duites Responsible for inspection for all approved materials on site, actual work done surveying,
daily site photos, daily and weekly reports, checking all shop drawings submittals, checking samples and proposals submitted by the contractor, checking all site inspection requests for steel, concrete pouring and
formwork.
SWECO International - Site Inspector June 2005 - March 2007
Project Salvation of LUXOR & KARNAK Temples in LUXOR - EGYPT
Owner Supreme Council of Antiquities (SCA) Funded by USAID - EGYPT
Contractor AL- NASR for building and construction (EGYCO) - EGYPT
Consultant SWECO International - EGYPT
Cost 50 million EGP
Description The project aimed to construct a complete permanent dewatering system around the two
temples area. The system consists of (6 km) of collector pipes, RC pipes with diameter (600 to 800 mm) and
HDPE with diameter (315 to 630 mm), 100 sewage manholes, construction of two pump stations, 18 drain wells with depth (35 to 40 m) and two force mains (HDPE 630 mm) to pump out the collecting water to the River Nile.
My duites Responsible for quantities survey for materials on site, assessment for required materials
according to schedule, site Inspector, actual work done survey, pipe line testing, daily photos, all laboratory
tests and daily-weekly-monthly reports.
Dr. AHMED ABDULWARETH (AAW) - Surveying Engineer August 2003 - June 2005
Project Design main sanitary networks in JEDDAH - SAUDI ARABIA
Owner JEDDAH Municipality - SAUDI ARABIA
Updated: 25 May 2013
Designer Dr. AHMED ABDULWARETH (AAW) - SAUDI ARABIA
Cost 120 million SAR
Description Design main sanitary networks in JEDDAH for all areas didn't have sanitary networks and new communities. The main sanitary networks RC pipelines starting from 800mm diameter up to 1500mm
diameter and all these areas are divided into contracts to be finished one by one.
My duites Responsible for revising the surveying drawings, convert all raster format maps to vector
format maps, making control points using GPS, manholes curtailment and pipe laying using AutoCAD software,
design Excel sheet, site data collection and design all demonstrations for the project.
Bachelor degree in Civil Engineering - AIN SHAMS University 2003 Graduation project with Distinction grade
