Job will be paid by actual weigh tickets delivered to the job. Price of e-rtiix includes
tack coat and shipping. Prep work, such as sweeping and cleaning included in the total
estimated cost. 1. Locations and approximate area:
Collinwood Elementary School
Section 1--Front--existing pavement areas
Approximately 4,066 square yards
60 tons leveling mix prior to overlay
396 tons surface hot-mix (1.5")
All other areas--existing pavement areas
Approximately 4,674 square yards
60 tons leveling mix prior to overlay
448 tons surface hot-mix (1.5")
Collinwood Middle School
Front--Existing pavement areas
Approximately 5186 square yards
100 tons leveling mix prior to overlay
428 tons surface hot-mix (1.5")
Frank Hughes School
Front/Polk Street/rear of gym-Existing pavement areas
Approximately 6,800 square yards
100 tons leveling mix prior to overlay
200 tons 6" base stone
928 tons surface hot-mix (1.5")
Waynesboro Middle School
Rear parking and College Street side
Approximately 4,400 square yards
100 tons leveling mix prior to overlay
364 tons surface hot-mix (1.5")
2. Examination. Bidders should verify existing site conditions before bidding.
3. Preparation. The prepared surface to receive paving shall be intact, firm,
properly cured, and dry.
4. Paving Materials
A. Mineral aggregate, Type A Base, Grading "D" TDOT item number 303-01
B. Asphalt Cement for Tack Coat (TC), TDOT item number 403-02.
C. E-Mix for Asphaltic Concrete Surface (ACS), Grading "E" TDOT item
number 411-02.01.
5. Paving Thickness
A. New paving and resurfacing shall be as specified on the bid sheets.
6. Installation
A. Construct/install paving per Tennessee Department ofTransportation
specifications. Paving operations shall be completed by July 25, 2023.
B. Do all grading and trimming required to bring sub-grades to required
elevations and profiles and compact thoroughly by rolling. Remove
and replace soft materials, which cannot be compacted by rolling, with
base course material or mixed with sufficient base course material to
allow compaction.
C. Place pavement layers in lifts of uniform thickness. The minimum
compacted layer thickness for crushed stone shall be at least 4 inches.
Some areas already have crushed stone in place.
D. The surface of each course shall be thoroughly cleaned before
succeeding course is applied and shall then be primed with a tack coat,
unless it is devoid of cleavage planes, sufficiently viscous to react to
form a complete and thorough bond with the succeeding course.
E. Each course shall be properly shaped and thoroughly compacted until
it does not weave under the roller.
F. The compacted paving shall be dense and smooth and shall contain no
low spots that will hold water, no open cracks, and no soft spots. Skin
patching will not be permitted. Where a patch is required, the mixture
shall be loosened and hot-mix bituminous mixture added, or shall be
cut out and new mixture placed therein and compacted.
G. All joints shall present the same texture, density and smoothness as
other sections ofthe course. The joints between old and new
pavement or between successive days work shall be carefully made in
such a manner as to insure a continuous bond between old and new
sections. All contact surfaces ofpreviously constructed pavements
H. shall be painted with a uniform coat oftack coat material just before
the fresh mixture is placed.
I. Furnish all equipment necessary and of adequate size to produce a
pavement ofthe quality specified.
J. Inspection will provided by the Wayne County Board ofEducation.
7. Maintenance and Protection
Maintain satisfactorily the sub-grade, base course and finishing course, as
each is completed, until completion and acceptance of all work under the
contract. After final rolling, no vehicular traffic of any kind shall be
permitted on the pavement until it has cooled and hardened.
8. Warranty
The contractor shall guarantee in writing the satisfactory performance of
the completed bituminous paving for a period of one year after completion
ofthe paving installation.
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