compensation for reclamation of the existing pavement after all sewer and
other utility work has been completed, including lowering casting before
reclamation, raising casting to finish grade after reclamation, fine grading for
pavement, and all labor, tools and any other equipment necessary to complete
the work as specified in these Specifications and as directed by the Engineer.
B. HOT BITUMINOUS PAVEMENT
Measurement:
The quantity to be measured under ITEM 14A and 14B shall be measured by
the TON based on weight slips provided on the job site and approved by the
Engineer.
Payment:
The approved quantity of hot bituminous pavement (Binder and Wearing
Course) shall be paid for at the contract unit price for ITEM 14A or 14B and
shall be full compensation for the furnishing, placing, compacting hot mix
asphalt pavement by methods approved by the Engineer, including all labor,
tools and any other equipment necessary to complete the work as specified in
these Specifications and as directed by the Engineer.
Note:
Tack coats shall be applied between all pavement courses and
shall be incidental to this item of work and not measured
separately for payment..
C. TEMPORARY BITUMINOUS PAVEMENT PATCH INCLUDING 18”
CRUSHED GRAVEL BASE
Measurement:
The quantity of temporary pavement patch to be measured under ITEM 15
shall be measured by the SQUARE YARD, complete-in-place, as specified in
these Specifications and as directed by the Engineer.
Payment:
The approved quantity of temporary pavement patch shall be paid for at the
contract unit price for ITEM 15 and shall be full compensation furnishing,
placing and compacting 18” layer of crushed gravel, furnishing, placing,
compacting hot mix asphalt pavement of the thickness detailed on the plans by
methods approved by the Engineer, including all labor, tools and any other
equipment necessary to complete the work as specified in these Specifications
and as directed by the Engineer.
D. SAWED BITUMINOUS PAVEMENT
Measurement:
The quantity to be measured under ITEM 16, Sawed Bituminous Pavement,
shall be measured by the LINEAR FOOT in accordance with the Contract
Drawings, directions from the Engineer, and as specified herein.
2019 Sewer Replacement Project Measurement and Payment
Nashua, NH 01150 -7
