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PROJECT DESCRIPTION
The project consists of the construction of two
10 unit nested T-hangars and aprons
along the recently constructed access taxiways.
Work will include earthwork, paving,
foundations, drainage, building erection, and
electrical work. A water well will be included to facilitate future
airport needs.
Following are approximate items and quantities
for the base bid and Alternate No. 1:
BASE BID
|
Section
203 |
1,350 |
CY |
Class 1 Excavation |
|
Section
309 |
4,000 |
SY |
SuperPave Asphalt Mixture Design HMA
Base Course, PG 64-22, 0.3 < million ESALs, 25.0 mm mix, 4˝” Depth
|
|
Section 350 |
4,045 |
SY |
Subbase 6” Depth (No. 2A) |
|
Section
409 |
4,186 |
SY |
SuperPave Asphalt Mixture Design, HMA
Wearing Course, PG 64-22, 0.3 < 3 million ESALs, 9.5 mm mix,
1˝ Depth, SRL-L |
|
S-100 |
Lumpsum |
LS |
Contractor’s Plant |
|
MB-60 |
Lumpsum |
LS |
Building Excavation, Filling and Grading |
|
MB-70 |
Lumpsum |
LS |
Concrete Work |
|
MB-80 |
Lumpsum |
LS |
Masonry Work |
|
MB-100 |
Lumpsum |
LS |
Pre-Engineered Metal Building |
|
MB-1000A |
Lumpsum |
LS |
Electrical Work |
|
MB-1000B |
Lumpsum |
LS |
Utility Services |
|
WW-100 |
200 |
LF |
Water Well |
ALTERNATE NO. 1
| |
Lumpsum |
LS |
Amount to be added to the base bid to
insulate the hangar roof and sidewalls |
Last Updated 02/12/10 |
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