Palestine International Airport (Al-Auja)

3

Left Taxiway Exits

* Earthworks including excavation and backfill of subgrade material.

* Flexible Pavement Works

3.1

Earthworks

1 - Excavation (Cut) m3 1,457,151 4 5,828,604

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

3.2

Flexible Pavement (40cm)

1 - HMA (25cm) m2 2,380 65 154,700

2 - Base Course(15cm) m3 17,424 40 696,960

Subtotal 7.531,924

4

Expansion of Apron Area

* Earthworks including excavation and backfill of subgrade material.

* Rigid Pavement Works

4.1

Earthworks

1 - Excavation (Cut) m3 128,985 4 515,940

2 - Fill (Backfill imported from the site) m3 139,847 6 839,082

4.2

Rigid Pavement (65cm)

1 - PCC (35 cm) m2 254,860 171 43,581,060

2 - HMA (15cm) m2 254,860 39 9,939,540

3 - Base Course(15cm) m3 38,229 40 1,529,160

4.3

Flexible Pavement for Apron Taxiways (40cm)

1 - HMA (25cm) m2 265,525 65 17,259,125

2 - Base Course(15cm) m3 39,830 40 1,593,200

Subtotal 75,257,107