3. Will the City take all millings and surplus reclaim material! at the landfill?
Yes.
4. A potential bidder requested that City consider using a single 2” Lift in Heu of the
specified .75° shim and 1.25” wearing course.
The City has considered this suggestion and will implement this
suggestion on this contraci to pave arterial roadways.
The paving specification is being revised as described below to facilitate
use ofa single 2” lift in areas where 2” mill and overlay is the specified
treatment.
5. A potential bidder recommended that Amhersi Street be added to the list of streets
where high strength pavement will be used.
The City has considered this recommendation and has decided not io
change the specification for Amherst Street.
A clarification was requested regarding whether the City may remove streets or
portions of streets from the contract.
on
Attention is called to Supplementary Conditions’Prosecution of Work
Section ]. Description of Work. The City may remove and/or add streets
or portions of streets to the contract.
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A concern was expressed with the specified maximum hourly rate for flaggers.
The City has reviewed this concern and is removing the limit on the
flagger rate.
Revision to Payement Specifications
Section 3. Pavement Mix of the Supplemental Conditions/Prosecution of Wark is entirely
replaced with the following:
3. PAVEMENT MIX
NHDOT certified mix designs are required for all pavement.
Unless specified to be “high strength’, wearing course pavement shall be 73
gyration with PG 64-28 and a maximum aggregate size of ¥2 inch.
High strength wearing course pavement shall be 75 gyration with PG 76-28
(High Strength Mix) and maximum aggregate size of 4 inch.
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