Major Quantities: Terminal Building (Structures) Fill: 26,000 M3; Piles: 920 No.; Concrete: 25,000 M3; Rebar: 2,500 Tonnes; Foamwork: 70,000 M2; Structural Steel: 350 Tonnes (Envelope): Glass/Metal Cladding Façade: 15,000 M2; Space Frame Roof: 30,000 M2 (Mechanical & Electrical): Standpipe and Sprinkler system; Domestic hot and cold water supply, Roof drainage system, Fully automatic ventillation system, Incoming 100% HBS, Four arrivals collection carousels; Xray Screening: Two in-line Vivid X-rays with OOG; Loading Dock Levellers: 2 No.; Elevators: 4 No.; Escalators: 12 No.; Airbridges: 5 No.; Flight Information Display System: 30 No.; Security System – Card readers and keypads on landside/airside line and all secure areas; TMRS, CCTV: 20 No. Apron (Civil Works): Excavation: 185,000 M3; Fill: 150,000 M3; Crushed Aggregate Layers: 65,000 M3; Asphalt: 15,000 M3; PQ Concrete: 16,000 M3; Earth Static Grounding System

Construction of new 80,000 M2 airside aircraft apron and taxiway in PQ concrete and asphalt. Construction of landside carparking facilities, access roads and pedestrian walkways. Construction of new fire and potable water supply and storage facilities, sewerage and storm water drainage facilities.

HV mains and substations, Emergency Standby Generators, Normal and standby Emergency Lighting, fully automatic fire alarm system (Finishes): Stainless Steel Staircase: 12 No.; Partitions: 3,000 lm; Ceramic Tiles: 3,000 M2; Marble Tiles: 40,000 M2; Ceilings: 20,000 M2; Paint: 75,000 M2; Seating: 625 Nos (Accessories): Signage: 150 No.; Airport Counters: 82 No.; Baggage Handling System: Two line departures system with “Car Park and Access Roads (Civil Works): Fill: 150,000 M3; Crushed Aggregate Layers: 20,000 M3; Asphalt: 8,000 M3; Concrete walkways, ramps, structures: 15,000 M3; Drainage: 3,000 lm; Kerbs: 16,000 lm; Topsoil: 10,000 M3; Grass seeding: 60,000 M2; Trees, Plnats, Shrubs: 12,000 No.; Guardbooths: 5 No.; Access Barriers: 6 No; Guardrails: 500 lm; Roadsigns: 25 No.; Flagpoles: 18 No.; Streetlighting: 60 No., etc.. Passenger Capacity 3000 per hour.

Widening of existing Runway and Taxiway, reconstruction of existing cross taxiway & parts Runway, Taxiway, Apron & Shoulders. Major Quantities: Covered by this contract are: – Removal & disposal of existing pavement: 6,200 M3. – Bitumenous levelling: 18,250 Tons. – Bitumenous base course & surface course: 68,640 Tons; – Bitumenous surface course for overlay: 67,370 Tons. ”

Terminal building built-up area of 13,000 M2, to accommodate 1,300 Passengers/ hr. 12 Aircraft Stands, 100,800 M2 Concrete Slab of Apron 40 cm thickness – PCN 57 / R / A / W / T. Runway with capability of handling various aircrafts RWY 3,243 m x 45 m -160,000 M2 Asphalt. PCN: 54 / FIA / A / W / T ASPH. Tripartite Taxiways 1,100mx23 m-83,600M2 Asphalt – PCN : 54 / F / A / W / T ASPH; CAT 7 firefighting facilities, CAT – 1 Airport Lighting, and Navigation Aids DVOR- DME. 243,600 m2 apron asphalt & taxiways; 100,800 m2 apron concrete pavement.”

WO-034: West Pond Pump Station SDP-West and Associated Drainage Works (Protection of existing utilities and relocation works. Rehabilitation and maintenance works for the existing lifting station, new storm water drainage pump station and relevant oil interceptor with capacity of 6.25 m3/sec to discharge the storm water flow from the west detention ponds towards the upgraded new storm drainage pump station 6 located under the airfield and land-side roads. Installation of new distribution chamber to facilitate storm water distribution.

Package – 2

WO032: Upgrading of Storm water Pump Station SDP-6. Upgrading of storm water pump station tp 10 m3/sec to cater for the increased flows conveyed from proposed pump station to ne constructed near the west detention. This will be achieved by fully dismantling the existing electro mechanical installation and demolition of existing civil works and constructing of a new sub/super structure on the same site. The existing 1600 mm outfall from SDP-6 to Dubai Creek will be maintained and its condition will be surveyed to assess the pipe conditions and the necessity/extent of any required rehabilitation. Based on the outcome of the outfall condition survey, necessity of in-situ rehabilitation to the existing outfall to be decided to ensure its convenience to sustain higher flow velocities.

Package – 3

WO-031: Upgrading of SCADA System for storm water drainage and sewerage, the site survey, electro-mechanical design, procurement, testing, packing and shipping, installation, commissioning and training works necessary to upgrade the storm water/sewerage SCADA system.

Package – 4

WO030 : Upgrading of Storm water Pump Station SDP-A, pump stationm’A’ (P.STN’A’) is one of the most important storm water drainage facilities at Dubai International Airport it drains an overall catchment area of 1,132 hectares to dubai Creek via 1800/2400 mm rising main. the are has a total of 5 duty pumping units without any standby units. The main objective of this project is to upgrade P.STN.’A’ by replacing the existing units with larger pumps including a single standby unit. The works include the necessary upgrade of pump station ‘A’, new transformer room, modification of existing transformer and MCC room in addition to all temporary facilities

Major Quantities:

Excavation 1,535,000 m3; Fill: 2,260,000 m3; Asphalt: 180,000 tons; Crushed Aggregate base course: 56,000 m3; Cement treated base course: 99,000 m3; Concrete lined ditch: 67,000 m2; R.C. drainage pipes 500 to 1,200 mm 2 km long.