Palestine International Airport (Al-Auja)

5

Expansion of Taxiway System through Apron Area

* Earthworks including excavation and backfill of subgrade material.

* Flexible Pavement Works

5.1 Cross Taxiway

5.1.1

Earthworks

1 - Excavation (Cut) m3 421,277 4 1,685,108

2 - Fill (Backfill imported from the site) m3 0 6 -

5.1.2

Flexible Pavement (40cm)

1 - HMA (25cm) m2 47 65 3,023

2 - Base Course(15cm) m3 17,730 40 709,200

5.2 Hangar Taxiway

5.2.1

Earthworks

1 - Excavation (Cut) m3 147,830 4 591.320

2 - Fill (Backfill imported from the site) m3 0 6 -

5.2.2

Flexible Pavement (40cm)

1 - HMA (25cm) m2 30 65 1,950

2 - Base Course(15cm) m3 10,854 40 434,160

5.3 Apron Taxiway

5.3.1

Earthworks

1 - Excavation (Cut) m3 1,137,580 4 4,550,320

2 - Fill (Backfill imported from the site) m3 11183 6 67,098

5.3.2

Flexible Pavement (40cm)

1 - HMA (25cm) m2 189 65 12,285

2 - Base Course(15cm) m3 4,226 40 169,040

Subtotal 8,223,504

6

Expansion of Terminal Building

(Substructure, Superstructure, Internal

finishes, Services)

m2 32,310 4,770 154,118,700

Subtotal 154,118,700