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PROJECT DESCRIPTION
The project consists of Phase II of the
access road rehabilitation.
Following are approximate items and
quantities for the base bid:
BASE BID
|
Section 203 |
40 |
CY |
Class 1 Excavation |
|
Section 309 |
236 |
SY |
SuperPave Asphalt Mixture Design, HMA
Base Course, PG 64-22, < 0.3 million ESALs, 19.0 mm Mix, 4˝” Depth
|
|
Section 409A |
3,510 |
SY |
SuperPave Asphalt Mixture Design, HMA
Wearing Course, PG 64-22, < 0.3 million ESALs, 9.5 mm Mix, 1˝”
depth, SRL-L |
|
Section 409B |
5 |
TON |
SuperPave Ashphalt Mixture Design, HMA
Wearing Course (Leveling), PG 64-22, SRL-L |
|
Section 491 |
2,668 |
SY |
Bituminous Pavement Milling, 1˝” depth
|
|
Section 492 |
842 |
SY |
Profile Milling |
|
Section 606 |
1 |
EA |
Inlet Grade Adjustment |
|
Section 804 |
1 |
AC |
Seeding and soil supplements, Formula B,
including straw mulch w/ plastic mulch control netting |
|
Section 808 |
Lumpsum |
LS |
Transplanting |
|
Section 901 |
Lumpsum |
LS |
Maintenance and protection of traffic
during construction |
|
Section
962 |
911 |
LF |
6” Yellow centerline marking |
|
S-100 |
Lumpsum |
LS |
Contractor’s Plant |
Last Updated 07/27/10 |
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