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