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Eng. Ahmed Hafez Abd El Hamid
ADDRESS
VILLA 93, BANAFSEG 2, 1ST
SETTLEMENT, NEW CAIRO, CAIRO, EGYPT.
TEL: (+202) 22711056, CELL: (+2) 01150015455
E-MAIL: AHMEDHAFEZDAWAH@GMAIL.COM
PERSONAL
BORN ON OCTOBER 23, 1986
MARRIED
EGYPTIAN CITIZEN.
EDUCATION
M.SC 2011-2016
AIN SHAMS UNIVERSITY, CAIRO, EGYPT
MAJOR: CIVIL ENGINEERING (STRUCTURAL)
B.SC 2004-2009
AIN SHAMS UNIVERSITY, CAIRO, EGYPT
MAJOR: CIVIL ENGINEERING (STRUCTURAL) (HONORS)
EMPLOYMENT
TECHNICAL OFFICE MANGER 2013-CURRENT
CSS "CONCRETE STRESSING SYSTEM CO." LICENSEE OF CCL LTD
TENDERING AND PROPOSAL ENGINEER 2012- 2013
CSS "CONCRETE STRESSING SYSTEM CO." LICENSEE OF CCL LTD
TECHNICAL OFFICE ENGINEER 2010-2012
CSS "CONCRETE STRESSING SYSTEM CO." LICENSEE OF CCL LTD
SITE ENGINEER IN POST TENSIONNING SYSTEM 2009-2011
CSS "CONCRETE STRESSING SYSTEM CO." LICENSEE OF CCL LTD
RESPONSIBILITIES
EXECUTION, TENDERING, PROPOSALS AND TECHNICAL OFFICE FOR POST TENSIONNING SYSTEM
PARTICIPATED IN THE FOLLOWING PROJECTS:
1. IN 2016 “GRAND EGYPTIAN MUSEUM”, WAS EXECUTED FOR THE MINISTRY OF STATE FOR
ANTIQUITIES AND THE SUPREME COUNCIL OF ANTIQUITIES, THE BUILDING LOCATED AT
REMAYAH SQUARE, EGYPT. “THE BUILDING CONSTRUCTED ON A 10,000 M
2
LAND WITH A
TOTAL BUILT UP AREA OF 10,000 M
2
DIVIDED TO ROOF SLAB FOLDED PLATE. THE FLOORS
ARE CONSTRUCTED WITH PRESTRESSED CONCRETE FLAT PLATES OF 275 MM THICKNESS
AND PRESTRESSED BEAMS. THE FLOORS PRESTRESSSED IN ONE DIRECTION USING 0.6 INCH
LOW RELAXATION STEEL STRANDS PROVIDED BY CSS "CONCRETE STRESSING SYSTEM CO."
LICENSEE OF CCL LTD. THE SPANS VARIED FROM 10 TO 40M. THE TOTAL CONSTRUCTION
VALUE FOR THE STRUCTURAL WORKS EQUAL TO USD 795,000,000.

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2. IN 2016 “PORT FOUAD MALL”, WAS EXECUTED FOR ENGINEERING AUTHORITY OF THE
EGYPTIAN ARMED FORCES, DEFENCE MINISTRY, THE BUILDING LOCATED AT PORT FOUAD,
PORT SAIED, EGYPT. “THE BUILDING CONSTRUCTED ON A 6,000 M
2
LAND WITH A TOTAL
BUILT UP AREA OF 12,000 M
2
DIVIDED ON GROUND FLOOR AND 2 TYPICAL FLOORS". THE
FLOORS ARE CONSTRUCTED WITH PRESTRESSED CONCRETE FLAT PLATES OF 250 MM
THICKNESS. THE FLOORS PRESTRESSSED IN TWO DIRECTIONS USING 0.6 INCH LOW
RELAXATION STEEL STRANDS PROVIDED BY CSS "CONCRETE STRESSING SYSTEM CO."
LICENSEE OF CCL LTD. THE SPANS VARIED FROM 8 TO 16M. THE TOTAL CONSTRUCTION
VALUE FOR THE STRUCTURAL WORKS EQUAL TO EGP 15,000,000.
3. IN 2015 “CLEOPATRA REFLEX MALL”, WAS EXECUTED FOR CLEOPATRA GROUP, THE
BUILDING LOCATED AT 26 JULY AXIS, GIZA, EGYPT. “THE BUILDING CONSTRUCTED ON A
25,000 M
2
LAND WITH A TOTAL BUILT UP AREA OF 60,000 M
2
DIVIDED ON GROUND FLOOR AND
2 TYPICAL FLOORS". THE FLOORS ARE CONSTRUCTED WITH PRESTRESSED CONCRETE FLAT
PLATES OF 220 MM THICKNESS AND WAFFLE FLAT PLATES OF 600 MM THICKNESS. THE
FLOORS PRESTRESSSED IN TWO DIRECTIONS USING 0.6 INCH LOW RELAXATION STEEL
STRANDS. THE SPANS VARIED FROM 8 TO 16M. THE TOTAL CONSTRUCTION VALUE FOR THE
STRUCTURAL WORKS EQUAL TO EGP 90,000,000.
4. IN 2014 EL-MORSHEDY MALL WAS EXECUTED FOR BONYAN FOR INVESTEMENT &
DEVELOPMENT, THE BUILDING LOCATED IN SHEKH ZAYED CITY, EGYPT. THE BUILDING
CONSTRUCTED ON A 7,000M2 LAND WITH A TOTAL BUILT UP AREA OF 35,000M2 DIVIDED ON
TWO BASEMENTS, GROUND, AND FOUR TYPICAL FLOORS. THE FLOORS ARE CONSTRUCTED
WITH PRESTRESSED CONCRETE FLAT PLATES OF 280 MM THICKNESS AND PRESTRESSSED IN
TWO DIRECTIONS USING 0.6 INCH LOW RELAXATION STEEL STRANDS. THE SPANS VARIED
FROM 6 TO 13.5M. THE JACKING STRESSES REACH 75% OF THE ULTIMATE TENSILE
STRENGTH OF THE STRANDS. THE TOTAL CONSTRUCTION VALUE FOR THE STRUCTURAL
WORKS EQUAL TO EGP 25,000,000.
5. IN 2014 DRAYAH UNIVERSITY WAS EXECUTED FOR NEW MINIA COMPANY FOR EDUCATIONAL
SERVICES, THE BUILDING LOCATED IN NEW MINIA CITY, EGYPT. THE BUILDING
CONSTRUCTED ON A 2,500M2 LAND WITH A TOTAL BUILT UP AREA OF 7,500M2 DIVIDED ON
GROUND, FIRST AND ROOF FLOOR SLAB. THE FLOORS ARE CONSTRUCTED WITH
PRESTRESSED CONCRETE FLAT PLATES OF 250 MM THICKNESS AND PRESTRESSSED IN TWO
DIRECTIONS USING 0.6 INCH LOW RELAXATION STEEL STRANDS. THE SPANS VARIED FROM 6
TO 13.5M AND PRESTRESSED BEAMS IN ONE DIRECTION. THE JACKING STRESSES REACH
75% OF THE ULTIMATE TENSILE STRENGTH OF THE STRANDS. THE TOTAL CONSTRUCTION
VALUE FOR THE STRUCTURAL WORKS EQUAL TO EGP 15,000,000.
6. IN 2014 LIVING-IN MALL WAS DESIGNED FOR LIVING IN INTERIORS DESIGN HOUSE, THE
BUILDING LOCATED IN NEW CAIRO CITY, EGYPT. THE BUILDING CONSTRUCTED ON A
4,500M2 LAND WITH A TOTAL BUILT UP AREA OF 31,000M2 DIVIDED ON THREE BASEMENTS,
GROUND, AND FIVE TYPICAL FLOORS. THE FLOORS ARE CONSTRUCTED WITH PRESTRESSED
CONCRETE FLAT PLATES OF 300 MM THICKNESS AND PRESTRESSSED IN TWO DIRECTIONS
USING 0.6 INCH LOW RELAXATION STEEL STRANDS. THE SPANS VARIED FROM 6 TO 12M. THE
JACKING STRESSES REACH 75% OF THE ULTIMATE TENSILE STRENGTH OF THE STRANDS.
THE TOTAL CONSTRUCTION VALUE FOR THE STRUCTURAL WORKS EQUAL TO EGP
20,000,000.

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7. IN 2013 “ETISALAT OFFICE BUILDING”, SMART VILLAGE COMPANY, WAS EXECUTED FOR
ETISALAT MISR, THE BUILDING LOCATED IN SMART VILLAGE COMPANY, CAIRO ALEXANDRIA
DESERT ROAD, EGYPT. “THE BUILDING CONSTRUCTED ON A 6,000 M
2
LAND WITH A TOTAL
BUILT UP AREA OF 40,000 M
2
DIVIDED ON TWO BASEMENTS, GROUND FLOOR AND 4 TYPICAL
FLOORS". THE FLOORS ARE CONSTRUCTED WITH PRESTRESSED CONCRETE FLAT PLATES OF
300 MM THICKNESS AND WAFFLE FLAT PLATES OF 550 MM THICKNESS. THE FLOORS
PRESTRESSSED IN TWO DIRECTIONS USING 0.6 INCH LOW RELAXATION STEEL STRANDS. THE
SPANS VARIED FROM 7 TO 25M. THE TOTAL CONSTRUCTION VALUE FOR THE STRUCTURAL
WORKS EQUAL TO EGP 60,000,000.
PHOTOS DURING CONSTRUCTION
8. IN 2012 TULIP COMPOUND WAS EXECUTED FOR ABRAJ MISR, THE PROJECT LOCATED IN
ELMOKATAM, EGYPT. THE PROJECT CONSISTS OF 23 BUILDING WITH 10 DIFFERENT TYPES.
THE PROJECT CONSTRUCTED ON A 30,000M2 LAND WITH A TOTAL BUILT UP AREA OF
82,000M2 DIVIDED ON ONE BASEMENT, GROUND, AND FIVE TYPICAL FLOORS. THE FLOORS
ARE CONSTRUCTED WITH PRESTRESSED CONCRETE FLAT PLATES OF 220 MM THICKNESS
AND PRESTRESSSED IN TWO DIRECTIONS USING 0.6 INCH LOW RELAXATION STEEL STRANDS.
THE SPANS VARIED FROM 4 TO 8M. THE JACKING STRESSES REACH 75% OF THE ULTIMATE
TENSILE STRENGTH OF THE STRANDS. THE TOTAL CONSTRUCTION VALUE FOR THE
STRUCTURAL WORKS EQUAL TO EGP 35,000,000.
9. IN 2011 DAKAHLIA GROUP HQ. WAS EXECUTED FOR M/S AL-ALAMEYA FOR ENTERTAINMENT
AND TOURISM, THE BUILDING LOCATED IN NEW CAIRO CITY, EGYPT. THE BUILDING
CONSTRUCTED ON A 1,800M2 LAND WITH A TOTAL BUILT UP AREA OF 12,000M2 DIVIDED ON
TWO BASEMENTS, GROUND, AND FOUR TYPICAL FLOORS. THE FLOORS ARE CONSTRUCTED
WITH PRESTRESSED CONCRETE FLAT PLATES OF 280 AND 380 MM THICKNESS AND
PRESTRESSSED IN TWO DIRECTIONS USING 0.6 INCH LOW RELAXATION STEEL STRANDS. THE
SPANS VARIED FROM 6 TO 11M. THE JACKING STRESSES REACH 75% OF THE ULTIMATE
TENSILE STRENGTH OF THE STRANDS. THE TOTAL CONSTRUCTION VALUE FOR THE
STRUCTURAL WORKS EQUAL TO EGP 18,000,000.
10. IN 2011 RAYA OFFICE BUILDING WAS EXECUTED FOR RAYA TRADING CORP., THE BUILDING
LOCATED IN SHEKH ZAYED CITY, EGYPT. THE BUILDING CONSTRUCTED ON A 17,000M2
LAND WITH A TOTAL BUILT UP AREA OF 70,000M2 DIVIDED ON TWO BASEMENTS, GROUND,
AND FIVE TYPICAL FLOORS. THE FLOORS ARE CONSTRUCTED WITH PRESTRESSED CONCRETE
FLAT PLATES OF 220 AND 280 MM THICKNESS AND PRESTRESSSED IN TWO DIRECTIONS
USING 0.6 INCH LOW RELAXATION STEEL STRANDS. THE SPANS VARIED FROM 6 TO 11M. THE
JACKING STRESSES REACH 75% OF THE ULTIMATE TENSILE STRENGTH OF THE STRANDS.
THE TOTAL CONSTRUCTION VALUE FOR THE STRUCTURAL WORKS EQUAL TO EGP
60,000,000.

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11. IN 2011 GANIN FERTILITY HOSPITAL WAS EXECUTED FOR DR. HOSSAM ZAKI., THE BUILDING
LOCATED IN NEW CAIRO CITY, EGYPT. THE BUILDING CONSTRUCTED ON A 4,000M2 LAND
WITH A TOTAL BUILT UP AREA OF 20,000M2 DIVIDED ON ONE BASEMENT, GROUND, AND
THREE TYPICAL FLOORS. THE FLOORS ARE CONSTRUCTED WITH PRESTRESSED CONCRETE
FLAT PLATES OF 300 MM THICKNESS AND PRESTRESSSED IN TWO DIRECTIONS USING 0.6
INCH LOW RELAXATION STEEL STRANDS. THE SPANS VARIED FROM 6 TO 11M. THE JACKING
STRESSES REACH 75% OF THE ULTIMATE TENSILE STRENGTH OF THE STRANDS. THE TOTAL
CONSTRUCTION VALUE FOR THE STRUCTURAL WORKS EQUAL TO EGP 30,000,000.
12. IN 2011 RAYA OFFICE BUILDING WAS EXECUTED FOR RAYA TRADING CORP., THE BUILDING
LOCATED IN LAND NO. 133, NEW CAIRO CITY, EGYPT. THE BUILDING CONSTRUCTED ON A
2,500M2 LAND WITH A TOTAL BUILT UP AREA OF 20,000M2 DIVIDED ON ONE BASEMENT,
GROUND, AND SIX TYPICAL FLOORS. THE FLOORS ARE CONSTRUCTED WITH PRESTRESSED
CONCRETE FLAT PLATES OF 300 MM THICKNESS AND PRESTRESSSED IN TWO DIRECTIONS
USING 0.6 INCH LOW RELAXATION STEEL STRANDS. THE SPANS VARIED FROM 6 TO 13M. THE
JACKING STRESSES REACH 75% OF THE ULTIMATE TENSILE STRENGTH OF THE STRANDS.
THE TOTAL CONSTRUCTION VALUE FOR THE STRUCTURAL WORKS EQUAL TO EGP
25,000,000.
13. IN 2010 AND 2011 DAMAC PARK AVENUE ZONES (A, B, C, D & E) WAS EXECUTED FOR
DAMAC PROPERTIES, THE BUILDING LOCATED IN SHEKH ZAYED CITY, EGYPT. PARK AVENUE
PROJECT IS CONSISTING OF 6 ZONES (A, B, C, D, E & F) ON A 120,625 M2 LAND AND WITH A
TOTAL BUILT UP AREA OF 247,153.00 M2 INCLUDING A BASEMENT COVERING 102,400 M2
ACCOMMODATING AROUND 2,880 CARS. ZONES ARE SEPARATED BY SEMI SHADED
LANDSCAPED OUTDOOR AVENUES WHICH SUPPORTS THE MAIN CONCEPT OF THE PROJECT
OF PROVIDING AN OUTSTANDING OUTDOOR SHOPPING EXPERIENCE. ROAD SETBACK AREA=
APPROX 20,000.00 M2. LANDSCAPE AREA= 72,375.00 M2. THE FLOORS ARE
CONSTRUCTED WITH PRESTRESSED CONCRETE FLAT PLATES OF 250 AND 300 MM
THICKNESS AND PRESTRESSSED IN TWO DIRECTIONS USING 0.6 INCH LOW RELAXATION
STEEL STRANDS. THE SPANS VARIED FROM 7 TO 15M. THE TOTAL CONSTRUCTION VALUE
FOR THE STRUCTURAL WORKS EQUAL TO EGP 240,000,000.
PHOTOS DURING CONSTRUCTION
14. IN 2010 AND 2011 INDUSTRIAL COMPONENT BUILDING WAS EXECUTED FOR CONTACT
GROUP, THE BUILDING LOCATED IN LAND NO. 77, NEW CAIRO CITY, EGYPT. “THE BUILDING
CONSTRUCTED ON A 2,000 M
2
LAND WITH A TOTAL BUILT UP AREA OF 10,000 M
2
DIVIDED ON
TWO BASEMENTS, GROUND FLOOR, AND 6 TYPICAL FLOORS". THE FLOORS ARE
CONSTRUCTED WITH PRESTRESSED CONCRETE FLAT PLATES OF 250, 280 AND 300 MM
THICKNESS AND PRESTRESSSED IN TWO DIRECTIONS USING 0.6 INCH LOW RELAXATION
STEEL STRANDS. THE SPANS VARIED FROM 6 TO 12M. THE FLOORS RESIST DIFFERENT LIVE
LOADS CHANGED FROM 2.5 TO 20 KN/M
2
. THE TOTAL CONSTRUCTION VALUE FOR THE

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STRUCTURAL WORKS EQUAL TO EGP 10,000,000.
15. IN 2010 HANIMIX FACTORY FOR WOODEN & METAL INDUSTRIES WAS EXECUTED FOR
HANIMEX, THE BUILDING LOCATED IN THE INDUSTRIAL ZONE - BLOCK 20011 - LAND NO. 19,
ELOBOOR CITY, EGYPT. “THE BUILDING CONSTRUCTED ON A 1,000 M
2
LAND WITH A TOTAL
BUILT UP AREA OF 4,000 M
2
DIVIDED ON GROUND FLOOR, AND 3 TYPICAL FLOORS ". THE
FLOORS ARE CONSTRUCTED WITH PRESTRESSED CONCRETE FLAT PLATES OF 400 MM
THICKNESS AND PRESTRESSSED IN TWO DIRECTIONS USING 0.6 INCH LOW RELAXATION
STEEL STRANDS. THE SPANS VARIED FROM 6 TO 10M. THE FLOORS RESIST DIFFERENT LIVE
LOADS CHANGED FROM 1 TO 20 KN/M
2
. THE TOTAL CONSTRUCTION VALUE FOR THE
STRUCTURAL WORKS EQUAL TO EGP 15,000,000.
16. IN 2009 AND 2010 AHLI UNITED BANK EGYPT (HEAD OFFICE BUILDING) WAS EXECUTED FOR
AHLI UNITED BANK OF EGYPT, THE BUILDING LOCATED IN NEW CAIRO CITY, EGYPT. “THE
BUILDING CONSTRUCTED ON A 6,000 M2 LAND WITH A TOTAL BUILT UP AREA OF 32,500 M2
DIVIDED ON TWO BASEMENTS, GROUND FLOOR, MEZZANINE AND 3 TYPICAL FLOORS". THE
FLOORS ARE CONSTRUCTED WITH PRESTRESSED CONCRETE FLAT PLATES OF 320 MM
THICKNESS AND PRESTRESSSED IN TWO DIRECTIONS USING 0.6 INCH LOW RELAXATION
STEEL STRANDS. THE SPANS VARIED FROM 8 TO 30M. THE TOTAL CONSTRUCTION VALUE
FOR THE STRUCTURAL WORKS EQUAL TO EGP 35,000,000.
PHOTOS DURING CONSTRUCTION
POST GRADUATE COURSES
PREPARATORY COURSE FOR M.SC, [CIVIL ENGINEERING (STRUCTURAL)] 2011-2012
AIN SHAMS UNIVERSITY, CAIRO, EGYPT
THE PROFESSIONAL PROGRAM IN PROJECT MANAGEMENT (PRMG) 2011-2012
AMERICAN UNIVERSITY IN CAIRO (AUC), CAIRO, EGYPT
WRITING AND MANAGEMENT WINNING PROPOSALS FOR ENGINEERING PROJECTS 2012
AMERICAN UNIVERSITY IN CAIRO (AUC), CAIRO, EGYPT
SKILLS
EXECUTION, TENDERING, PROPOSALS AND TECHNICAL OFFICE OF PRESTRESSED CONCRETE
STRUCTURES.
KNOWLEDGE OF FINITE ELEMENT, IBM SYSTEM AND APPLICATION SOFTWARE.
CONFERENCE PARTICIPATION
FOURTEEN INTERNATIONAL CONFERENCE ON STRUCTURAL AND GEOTECHNICAL
ENGINEERING, AIN SHAMS UNIVERSITY, DEC. 2015.

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PUBLICATIONS
PAPERS
1. “PUNCHING BEHAVIOR OF RC SLABS RETROFITTED WITH FRP SHEETS UNDER
ECCENTRIC LOADING”, BY DAWAH A., ELAFANDY T., AND ABDELRAHMAN A., FOURTEEN
INTERNATIONAL CONFERENCE ON STRUCTURAL AND GEOTECHNICAL ENGINEERING, AIN
SHAMS UNIVERSITY, DEC. 2015.