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• Worked in MIZIN TOWER (MATTAR AL-TAYER TOWER) With Total Cost 69000000.
• Building Consists of (1Basement+Ground+16Floor + Roof).
• Structural System is Post Tension for Typical Floors.
• Following all items and Checking Progress for Daily inspections and co-ordinate with Site Engineer, Beside Following Project Schedule.
• Preparing all Method of Statement, Material Submittals and Following Project Specifications.
• Ensure that the Work is done as per Method of statement and project Specifications.
• Following Consultant Comments for all Submittals.

QA/QC Engineer.
• Worked in Montrose project (3 buildings) with total cost (300000000 AED).
• The three Building (Plot 18, 19 & 20) Consists of (3Basement+Ground+19Floor+Technical Floor+ Roof).
• Plot 18 & 19 as Residential Apartment and plot 20 as Hotel Apartment.
• Structural System is Post Tension for Typical Floors and For Basement is Pre-cast.
• Following all Finishing items and Checking Progress For Daily inspections and co-ordinate with Site Engineer
Site Engineer.
• Worked in Madinty project sector 101 (38 buildings) with total cost (500000000 EGP)
• Supervising on various items from excavation till finishing resources and preparing daily report and
submit it to the owner beside follow up time schedule.
• 38 residential building ( G+6 ) with 900m2 for each the structural system of the foundation isolated
footings + combined footings and the statical system of the slabs was flat slab the sections of the
columns was Rectangular sections + L-SECTIONS beside the core of the elevator.

Site Engineer.
(Aug. 2014 –sep.2015)
• Supervising the team work of the site ( 3 schools with total cost 30 M S.R. )
• Preparing the monthly invoices of the sub-contractors and reports of the monthly percentage of
achievements and approving it from the owner.
• Following up the consultant quality control, safety reports, time Schedule and budget.
• Re-design of the schools and check the foundations and the whole statical system ( sections +
reinforcement )
• Preparing the quantity survey sheets and approves it from the owner.
• PRIMARY SCHOOL : consists of ( G+2 ) the structural system of the foundation is isolated footing and
column neck and Tie-beam , the statical system of the slabs was solid slab + Grids slab ( panelled beam )
and the coss section of the columns is Rectangular section , beside the school building the yard with area
450 m2 , and it was covered by metal sheets the structural system isolated footings and the column neck
section was R-section and the I-section steel column was supported on the column neck and the I-column
support the metal sheets, the game hall was 850 m2 and covered by steel truss and it was supported on
concrete columns.
• MIDDLE SCHOOL : consists of ( G+4 ) the structural system of the foundation is isolated footing and
column neck and Tie-beam , the statical system of the slabs was solid slab + Grids slab ( panelled beam )
and the cross section of the columns is Rectangular section , beside the school building the yard with
area 450 m2 , and it was covered by metal sheets the structural system isolated footings and the column
neck section was R-section and the I-section steel column was supported on the column neck and the Icolumn
support the metal sheets, the game hall was 850 m2 and covered by steel truss and it was
supported on concrete columns.
• HIGH SCHOOL : consists of ( G+4 ) , the structural system of the foundation is isolated footing and
column neck and Tie-beam , the statical system of the slabs was solid slab + Grids slab ( panelled beam )
and the cross section of the columns is Rectangular section , beside the school building the yard with
area 450 m2 , and it was covered by metal sheets the structural system isolated footings and the column
neck section w R-section and the I-section steel column was supported on the column neck and the Icolumn
support the metal sheets, the game hall was 850 m2 and covered by steel truss and it was
supported on concrete columns.
• The schools was surrounded by concrete retaining walls and the water source and sewage systems was
underground tanks.
Alex. For construction (Talaat Mustafa group) (Egypt)
Site Engineer.
(Jun. 2011 –Jul. 2014)
• site engineer at sector B-11 (government buildings) group 114, buildings (80 to 113, six
storey buildings) .
• Preparing the monthly invoices of the sub-contractors and reports of the monthly percentage of
achievements and approving it from the owner.
• Organizing the site / facilities in order to meet an agreed programmed of deadlines.
• Ensuring that all personnel on site are instructed and motivated with respect to health, safety and
environmental requirements and comply with the site regulations and permit to work procedures.
• Ensure that the completion, acceptance and handover procedures are progressively implemented.
• 33 residential building ( G+5 ) with 750 m2 area , the structural system of the foundations was isolated
footings + combined footings + raft foundation ( 1m height ), the statical system of the slabs was
isolated + flat slabs , the columns sections R-section beside the core of the elevator.
• Have a previous experience at finishing and Kind of MEP experience.","rawText":"QA/QC Engineer. • Worked in MIZIN TOWER (MATTAR AL-TAYER TOWER) With Total Cost 69000000. • Building Consists of (1Basement+Ground+16Floor + Roof). • Structural System is Post Tension for Typical Floors. • Following all items and Checking Progress for Daily inspections and co-ordinate with Site Engineer, Beside Following Project Schedule. • Preparing all Method of Statement, Material Submittals and Following Project Specifications. • Ensure that the Work is done as per Method of statement and project Specifications. • Following Consultant Comments for all Submittals. QA/QC Engineer. • Worked in Montrose project (3 buildings) with total cost (300000000 AED). • The three Building (Plot 18, 19 & 20) Consists of (3Basement+Ground+19Floor+Technical Floor+ Roof). • Plot 18 & 19 as Residential Apartment and plot 20 as Hotel Apartment. • Structural System is Post Tension for Typical Floors and For Basement is Pre-cast. • Following all Finishing items and Checking Progress For Daily inspections and co-ordinate with Site Engineer Site Engineer. • Worked in Madinty project sector 101 (38 buildings) with total cost (500000000 EGP) • Supervising on various items from excavation till finishing resources and preparing daily report and submit it to the owner beside follow up time schedule. • 38 residential building ( G+6 ) with 900m2 for each the structural system of the foundation isolated footings + combined footings and the statical system of the slabs was flat slab the sections of the columns was Rectangular sections + L-SECTIONS beside the core of the elevator. Site Engineer. (Aug. 2014 –sep.2015) • Supervising the team work of the site ( 3 schools with total cost 30 M S.R. ) • Preparing the monthly invoices of the sub-contractors and reports of the monthly percentage of achievements and approving it from the owner. • Following up the consultant quality control, safety reports, time Schedule and budget. • Re-design of the schools and check the foundations and the whole statical system ( sections + reinforcement ) • Preparing the quantity survey sheets and approves it from the owner. • PRIMARY SCHOOL : consists of ( G+2 ) the structural system of the foundation is isolated footing and column neck and Tie-beam , the statical system of the slabs was solid slab + Grids slab ( panelled beam ) and the coss section of the columns is Rectangular section , beside the school building the yard with area 450 m2 , and it was covered by metal sheets the structural system isolated footings and the column neck section was R-section and the I-section steel column was supported on the column neck and the I-column support the metal sheets, the game hall was 850 m2 and covered by steel truss and it was supported on concrete columns. • MIDDLE SCHOOL : consists of ( G+4 ) the structural system of the foundation is isolated footing and column neck and Tie-beam , the statical system of the slabs was solid slab + Grids slab ( panelled beam ) and the cross section of the columns is Rectangular section , beside the school building the yard with area 450 m2 , and it was covered by metal sheets the structural system isolated footings and the column neck section was R-section and the I-section steel column was supported on the column neck and the Icolumn support the metal sheets, the game hall was 850 m2 and covered by steel truss and it was supported on concrete columns. • HIGH SCHOOL : consists of ( G+4 ) , the structural system of the foundation is isolated footing and column neck and Tie-beam , the statical system of the slabs was solid slab + Grids slab ( panelled beam ) and the cross section of the columns is Rectangular section , beside the school building the yard with area 450 m2 , and it was covered by metal sheets the structural system isolated footings and the column neck section w R-section and the I-section steel column was supported on the column neck and the Icolumn support the metal sheets, the game hall was 850 m2 and covered by steel truss and it was supported on concrete columns. • The schools was surrounded by concrete retaining walls and the water source and sewage systems was underground tanks. Alex. For construction (Talaat Mustafa group) (Egypt) Site Engineer. (Jun. 2011 –Jul. 2014) • site engineer at sector B-11 (government buildings) group 114, buildings (80 to 113, six storey buildings) . • Preparing the monthly invoices of the sub-contractors and reports of the monthly percentage of achievements and approving it from the owner. • Organizing the site / facilities in order to meet an agreed programmed of deadlines. • Ensuring that all personnel on site are instructed and motivated with respect to health, safety and environmental requirements and comply with the site regulations and permit to work procedures. • Ensure that the completion, acceptance and handover procedures are progressively implemented. • 33 residential building ( G+5 ) with 750 m2 area , the structural system of the foundations was isolated footings + combined footings + raft foundation ( 1m height ), the statical system of the slabs was isolated + flat slabs , the columns sections R-section beside the core of the elevator. • Have a previous experience at finishing and Kind of MEP experience.","canEdit":false,"editUrl":"https://www.workana.com/freelancer/99c707e6187f71cf3388cdc365d189af/profile/history","g11n":{"edit":"Edit","save":"Save","cancel":"Cancel","warning":"Warning: Don't share contact information or you may be blocked.","expandText":"View more","collapseText":"View less","infoImg":"

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