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