Palestine International Airport (Al-Auja)

3

Right Taxiway Exits

* Earthworks including excavation and backfill of subgrade material.

* Flexible Pavement Works

3.1

Earthworks

1 - Excavation (Cut) m3 234,133 4 936 , 532

2 - Fill (Backfill imported from the site) m3 8,863 6 53 , 178

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 1 , 841 , 370

4

Apron Area

* Earthworks including excavation and backfill of subgrade material.

* Rigid Pavement Works

4.1

Earthworks

1 - Excavation (Cut) m3 228,169 4 912 , 676

2 - Fill (Backfill imported from the site) m3 359,325 6 2 , 155 , 950

4.2

Rigid Pavement (65cm)

1 - PCC (35 cm) m2 101,260 171 17 , 315 , 460

2 - HMA (15cm) m2 101,260 39 3 , 949 , 140

3 - Base Course(15cm) m3 15,190 40 607 , 600

4.3

Flexible Pavement for Apron Taxiways (40cm)

1 - HMA (25cm) m2 223,900 65 14 , 553 , 500

2 - Base Course(15cm) m3 33,585 40 1 , 343 , 400

Subtotal 40 , 837 , 726

(^5) Superstructure, Internal finishes, Services)Terminal Building^ (Substructure, m2 61,420 4,770 292,973,400