Palestine International Airport (Al-Auja)

By the end of Phase III (at 2050), Al-Auja International airport will be consisting of two

parallel runways, a full taxiing system, a two-floor terminal building with a gross area of

93,730 m^2 , and an apron area that accommodates 55 gates at the peak hour; at a total cost

of about 635 million dollars. Table 11- 4 provides detailed information about each item

description, unit price, and the total cost by the end of Phase III.

Table 11 - 4Detailed Bill of Quantity BOQ-Phase III

Detailed Bill of Quantity BOQ

Al- Auja International Airport - Phase III

Item Description Unit Quantity Unit Cost $ Amount ($)

1

Left Runway

* Earthworks including excavation and backfill of subgrade material.

* Flexible Pavement Works

1.1

Earthworks

1 - Excavation (Cut) m3 6,018,557 4 24 , 074 , 228

2 - Fill (Backfill imported from the site) m3 500 6 3,000

1.2

Flexible Pavement (40cm)

1 - HMA (25cm) m2 1,670 65 108,550

2 - Base Course (15cm) m3 92,448 40 3,697,920

Subtotal 27,883,698^

2

Left Taxiway

* Earthworks including excavation and backfill of subgrade material.

* Flexible Pavement Works

2.1

Earthworks

1 - Excavation (Cut) m3 2,092,670 4 8,370,680

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

2.2

Flexible Pavement (40cm)

1 - HMA (25cm) m2 819 65 53,235

2 - Base Course(15cm) m3 43,243 40 1,729,720

Subtotal 26,894,995