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Under Construction

Some of Our Work

GES delivers measurable improvements in productivity, protability, and

operational resilience

AL AMINE MOSQUE BEIRUT

Start Date: November 2005

End Date: December 2005

P&E Solution

 Installation of 13 Chandeliers – Tailor made enhancement of existing installation technologies

The Challenge

  1. Installation of 13 chandeliers (10 of average 600KG, 2 of 1500KG, 1 of 6Tons, 7M diameter, 14 M height)

  2.  Weight of the main chandelier 6 Ton (as depicted in photos)

  3. Height of the hanging point: 43m

  4. Space congested by complex scaffolding

Equipment Used

  1. Tower crane winch and cable (supplied by P&E tower crane section plus pulleys and shackles of different sizes)

  2.  Jerseys (found exterior to the mosque) and water tanks to counterbalance the winch during lifting

  3. Sheave locally made in SAÏDA with the above mentioned pulleys

  4. Long rope to pull the cable up to the hanging point through the scaffolding

  5. Tirfors and other jerseys plus accessories (shackles, complementary pulleys, etc.) locally sourced

Haramain High Speed Rail – Jeddah Railway Station

Start Date: June 13, 2013

End Date: Feb 16, 2015

P&E Solution: Transportation of the Roof Composite Panels on HHR Project – Tailor Made enhancement of existing transport technologies

The Challenge

  1. Transportation of the Roof Composite Panels from Factory to Site (Distance= 2 KM)

  2. Type of the panels: Composite

  3. total Surface of each panel: 170 M²

  4. - Weight of each panel: 5 Tons 

  5. Number of Panels: 288 Units

Equipment Used

  1. Type#1: Customized 25 tons capacity all terrain mobile crane carrier, fitted with 11.48 Tons Weight Hydraulic Frame

  2.  Type#2: 6 x axle lines SPMT with power pack unit

K.A.C.W.C. Tower

Start Date: May, 2011

P&E Solution: Study and find the best solution and equipment related, to the unique cladding works on K.A.C.W.C Project.

The Challenge

  1. Phase 1 consists of work access equipment required up to level 15 of the Main Tower – 0 / 90 m height 2- Phase 2 focuses on levels 16 to 18; hence providing access to the rooftop – 90 / 120 m height

  2. The installation of the aluminum tubes is executed from different heights (2 end points), hence it requires having platforms on different levels. The tower has 2 structures connected to it on 2 opposite sides (the key stone structure and the auditorium - the south east and the North West tower facades). In order to kick off the cladding works simultaneously on the 3 buildings, platforms should be erected on the tower at higher levels (cantilever supported) on the south east and the North West tower facades). Moreover, platforms should be erected on the south east and the North West tower facades from the ground base on the areas where the 2 structures (auditorium and stone) do not cover

Equipment Used

  1. Phase 1 Package: 17 x F300 series motorized platforms, double gear racked mast towers and associated components

  2.  Phase 2 Package: 12 x multiple motorized aluminum platforms, curved support beams and associated components

CCJ

Start Date: March 2013

End Date: April 2015

P&E Solution: Installation of the façade’s panels utilizing only one tower crane – Tailor made enhancement of existing lifting technologies

The Challenge

  1. fixing the GFRC panels on a 100 M height building on the four façades

  2. Type of the panels: GFRC - Glass Fiber Reinforced Concrete 

  3. Surface of the panels: Most of them are 2.85 M x 4.18 M = 11.913 M² 3- The biggest panels (GRC-02-F29A) surface: 4.18 M x 3.2 M = 13.37 M² 

  4. Maximum weight of the panels: 4Tons & 4.8 Tons for the (GRC-02-F29A) 5- Number of panels: 720 windows + 458 (cornice + column + roof) = 1178 units

Equipment Used

  1. Tower crane MDT 178 with 40 M Jib Length 2-

  2. Camera ORLACO fitted on the trolley

  3. Special trolley allowing the hook to be parallel to the façade instead of the usual perpendicular position

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