This required minimum asphalt content is based on the use of aggregate with a specific gravity of
2.65 to 2.70. The minimum asphalt content requirement may be adjusted when aggregate with a
higher specific gravity is used, or the minimum may be adjusted at the Engineer’s discretion if it
is believed to be in the best interest of the Department.
Hot Bituminous Pavement to be placed under NHDOT Section 401 “Method Requirements” (not
“QC/QA”).
ITEM 403.11 - HOT BITUMINOUS PAVEMENT (METHOD
SPECIFICATION), MACHINE METHOD
A. SCOPE
This work shall consist of furnishing and placing bituminous pavement to the depth shown on
the plans or ordered by the Engineer. Work shall also include obtaining asphalt samples and
asphalt cores on behalf of the City for quality control testing.
B. MATERIALS AND CONSTRUCTION
C. MEASUREMENT AND PAYMENT
This item shall be measured by the Square Yard of Reclaimed Stabilized Base Processed in
Place, 12” Deep. Payment for this item shall be at the contract unit price per Square Yard. This
payment shall also include all materials, labor, equipment, and all else needed to complete the
work under this item.
Contractor shall record the square yard of reclaimed area for each street. Payment is contingent
upon submittal of quantities in a per street format.
Page 5 of 42
ITEM 306.112 - RECLAIMED STABILIZED BASE PROCESSED IN
PLACE, 12” DEEP
A. SCOPE
ITEM 304.32 -CRUSHED GRAVEL FOR SHOULDER LEVELING
A. SCOPE
This work shall consist of furnishing and placing crushed aggregate to raise the edge of the
roadway shoulders as shown on plans or directed by the Engineer.
B. MATERIALS AND CONSTRUCTION
ITEM 203.113 - DRIVEWAY EXCAVATION AND REGRADE
A. SCOPE
This work includes removing asphalt and concrete driveway materials to subbase, regrading, and
placing new pavement in kind. This item will only be used on roadways which are being
reclaimed or as directed by the Engineer.
B. MATERIALS AND CONSTRUCTION
ITEM 203.112 - ROAD EXCAVATION AND REGRADE
A. SCOPE
This work includes repairing the subgrade including regrading and replacing removed subgrade
material with binder pavement at specific locations as directed by the Engineer.
This item will only be used at locations identified by the Engineer. In other areas where
subgrade is exposed during milling, any grading and compaction of the disturbed subgrade will
be incidental to subsequent paving.
B. MATERIALS AND CONSTRUCTION
DIVISION 9
TECHNICAL SPECIFICATIONS
CONTRACTOR'S FINAL RELEASE AND WAIVER OF LIEN
Project: IFB0660-021121 2021 Paving Program - Residential Roadways
Owner Contractor
Owner:_City of Nashua, New Hampshire Name:__ Sunshine Paving, Inc
Address:_229 Main Street Address: 29 Constitution Drive
Nashua, | New Hampshire 03060 Hudson, New Hampshire 03060
City State Zip City State Zip
Contract Date:
TO ALL WHOM IT MAY CONCERN:
CERTIFICATE OF FINAL COMPLETION
PROJECT: 2021 Paving Program - Residential Roadways
OWNER’S CONTRACT NO: IFB0660-021121
DATE OF ISSUANCE:
OWNER: City of Nashua, NH
OWNER’ s Purchase Order NO.:
CONTRACTOR: Sunshine Paving
ENGINEER: DPW Engineering
The Work to which this Certificate applies has been inspected by authorized representative of OWNER,
CONTRACTOR, and ENGINEER, and that Work is hereby declared to be finally complete in
accordance with the Contract Documents on
(DATE OF FINAL COMPLETION)
