sts_bs("jwscroller6a74",[20071127,"projects/images","","blank.gif",0,1,1,2,"730px","left",1,8,200,200,1],["none",1,"#454545","#f7f7f7","","repeat"]); sts_sca(["center","middle","center","middle"],["arrowl_out.gif","arrowl_over.gif","arrowl_gray.gif",13,13,"arrowr_out.gif","arrowr_over.gif","arrowr_gray.gif",13,13]); sts_sbd([0],["dotted",1,"#999999"]); sts_tbd([0],["solid",0,"#454545"]); sts_ai("i0",[0,"Grand Hyatt Galleria","","_self","project1.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i0",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
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\r\n Design of the Works for \r\n the Contractor :
\r\n ● A 6 \r\n storey underground parking lot for the
\r\n   Galleria right at the Nile shore.
\r\n
\r\n ● \r\n Structural consultant and project manager
\r\n   for Hyundai during the construction of the
\r\n   superstructure.
\r\n
\r\n ● EPC \r\n for the steel structure at the top two
\r\n   floors of the building.
\r\n
\r\n ● \r\n Total Contract Value: 14M EGP (4.11 M USD)
\r\n
\r\n ● \r\n Client, Hyundai, Project Manager: Bechtel.

\r\n
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\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_ai("i1",[0,"Alpha Gas Factory\r\n","","_self","project9.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i1",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
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\r\n Total Structure \r\n Engineering and Procurement
\r\n
\r\n ● \r\n A 4000 sq m in plan and 42 m span steel \r\n structure with slab on grade and brick walls and sheeting in 10th of \r\n Ramadan City.
\r\n
\r\n ● \r\n Total Contract value 6M EGP (1.0M USD).
\r\n
\r\n ● \r\n Client: Alpha Gas.

\r\n
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\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_ai("i2",[0,"Four Seasons at the Nile Plaza\r\n","","_self","project2.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i2",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
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\r\n Third Party for \r\n underground works and EPC for structural works for the Contractor \r\n (Hyundai) :
\r\n
\r\n ● \r\n A 5000 sq m in plan and 12 m deep
\r\n   excavation right at the Nile shore.
\r\n
\r\n ● \r\n \r\n Diaphragm wall with two layers of anchors
\r\n   and dewatering.
\r\n
\r\n ● \r\n Grouting was not needed due to the
\r\n   existence of a layer of clay at 25 m depth.
\r\n
\r\n ● \r\n Total Contract value 20 M EGP (5.88 M USD).
\r\n
\r\n ● \r\n Client: Bechtel, Hyundai.

\r\n
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\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_ai("i3",[0,"Cairo Metro","","_self","project7.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i3",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
\r\n \r\n \r\n \r\n \r\n
 
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\r\n Contractor’s Consultant
\r\n
\r\n ● \r\n A 9.48 m in diameter tunnel inside the
\r\n   city center with stations.
\r\n
\r\n ● \r\n \r\n Diaphragm walls and grouting for the stations
\r\n   that act intermediate shafts with some
\r\n   precautions for the neighboring bridge
\r\n
\r\n ● \r\n Client: InterInfra, Hamza Associates.

\r\n
\r\n
\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_ai("i4",[0,"PortGhalib Marina","","_self","project3.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i4",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
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\r\n Contractor’s \r\n Consultant, Project manager and SubContractor supervision and \r\n management
\r\n
\r\n ● \r\n Redesign of the marina to save to the client
\r\n   over 25% of the cost of the original design.
\r\n
\r\n ● \r\n \r\n Procurement of the subcontractor for the
\r\n   main Contractor and managing the
\r\n   subcontractor and supervision.
\r\n
\r\n ● \r\n Client: Huta-Sete, Marsa Alam for Tourist
\r\n    Development.

\r\n
\r\n
\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_ai("i5",[0,"Abou-Rawash Pumping station","","_self","project8.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i5",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
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\r\n Abou-Rawash Pumping \r\n station, Intake and Tunnels
\r\n
\r\n Contractor’s Consultant and Manager for the Concrete part
\r\n
\r\n ● \r\n A 2000 sq m in plan and 12 m deep
\r\n   excavation right at the Nasery Rayah shore.
\r\n
\r\n ● \r\n \r\n Diaphragm wall with two layers of anchors
\r\n   and dewatering.
\r\n
\r\n ● \r\n Two Shafts and two tunnels with Internal
\r\n   diameters of 2.81 m.

\r\n \r\n ● \r\n Intake in the form of Sheet piles right inside
\r\n   the Behairy canal.

\r\n \r\n ● \r\n Total Contract value:45M EGP.

\r\n \r\n ● \r\n Client: Mokhtar Ibrahim, MC International.

\r\n
\r\n
\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_ai("i6",[0,"Bibliotica Alexandrina","","_self","project4.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i6",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
\r\n \r\n \r\n \r\n \r\n
 
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\r\n Design of the \r\n underground area
\r\n
\r\n ● \r\n A 160 m diameter in plan and 15 m
\r\n   underground right at the seashore.
\r\n
\r\n ● \r\n \r\n The first continuous reinforcement
\r\n    Diaphragm wall in the Middle East.
\r\n
\r\n ● \r\n Jet Grouting and Chemical Grouting.

\r\n \r\n ● \r\n Dewatering of the whole area to the sea.

\r\n \r\n ● \r\n Client: Hamza Associates

\r\n
\r\n
\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_ai("i7",[0,"Al-Gezira Parking Project","","_self","project6.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i7",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
\r\n \r\n \r\n \r\n \r\n
 
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\r\n \r\n \r\n \r\n \r\n
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\r\n Owner’s Consultant
\r\n
\r\n ● \r\n A 35000 sq m in plan and 10.5 m deep
\r\n   excavation in the city center at the water
\r\n   front with water level at 2.5 m from ground
\r\n   level.
\r\n
\r\n ● \r\n \r\n Diaphragm wall with one layer of anchors
\r\n   and dewatering with some precautions for
\r\n   the neighboring bridge.
\r\n
\r\n ● \r\n Project Budget EGP 200.0 M.
\r\n
\r\n ● \r\n Client: Al-Mashroaat.

\r\n
\r\n
\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_ai("i8",[0,"Kalyobia Flour Mills and Silos","","_self","project11.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i8",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
\r\n \r\n \r\n \r\n \r\n
 
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\r\n \r\n \r\n \r\n \r\n
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\r\n Total Structure \r\n Engineering and Procurement
\r\n
\r\n ● \r\n A 8000 sq m in plan and 3.5 m deep excavation at \r\n Kanater including all design, procurement and Construction of the \r\n civil works for 3 tanks and 8 silos.
\r\n
\r\n ● \r\n An administrative building on a foot print of \r\n 800 sq m and 3 floors near by.
\r\n
\r\n ● \r\n Design and construction included all \r\n architectural, civil and electromechanical works. 12 Storey above \r\n ground works

\r\n \r\n ● \r\n Total Contract value 10M EGP (1.67M USD)

\r\n \r\n ● \r\n Client: Kalyobia Flour mills.

\r\n
\r\n
\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_ai("i9",[0,"El-Salam Syphon","","_self","project5.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i9",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
\r\n \r\n \r\n \r\n \r\n
 
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\r\n \r\n \r\n \r\n \r\n
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\r\n El-Salam Syphon under \r\n Suez Canal Project
\r\n Geotechnical and structural design and engineering support
\r\n
\r\n ● \r\n 4 tunnels of 6.56 m diameter and 775 m long.
\r\n
\r\n ● \r\n \r\n Tunnels passes under the Suez Canal in
\r\n   very soft soil formation.
\r\n
\r\n ● \r\n Client: CMC - BESIX

\r\n
\r\n
\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_ai("i10",[0,"Sokhna Port X-Ray Syste","","_self","project10.jpg",200,160,"center"],["transparent","bold 8pt Verdana,Arial","#006699","none","bold 8pt Verdana,Arial","#33CC33","none"]); sts_tip("i10",[1,"\r\n\r\n\r\n\r\n\r\nDesign of the Works for the Cont\r\n\r\n\r\n\r\n\r\n
\r\n \r\n \r\n \r\n \r\n
 
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\r\n \r\n \r\n \r\n \r\n
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\r\n Engineering Procurement \r\n and Contracting
\r\n
\r\n ● \r\n A 2000 sq m of steel structure span of 25 m and \r\n a 600 sq m admin building on 3 floors with quite complicated \r\n connections.
\r\n
\r\n ● \r\n Design according to requirements of two clients, \r\n Sokhna Port and American Science and Engineering (AS&E).
\r\n
\r\n ● \r\n Design done and revised in the US and an owner \r\n representative was available during construction time.

\r\n \r\n ● \r\n Total Contract value: EGP 5.9M (USD 1.01 M)

\r\n \r\n ● \r\n Client: AS&E.

\r\n
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\r\n \r\n \r\n \r\n \r\n
 
\r\n
\r\n\r\n\r\n\r\n","stEffect(\"rect\")","",80,0,0,0,"middle","center",100,100],["9pt Verdana,Arial","#000000","none","transparent","","repeat"]); sts_es();