Finance Committee

SECTION 01330

SUBMITTALS

1. SHOP AND WORKING DRAWINGS

A. As required by the General Conditions, Contractor shall submit a schedule of shop and working
drawing submittals.

B. In accordance with the accepted schedule, the Contractor shall submit promptly to the
Engineer, through its authorized resident representative at the job site, or by mail, three
(3) copies each of shop or working drawings required as noted in the specifications, of
equipment, structural details and materials fabricated especially for this Contract.

total payment for this item shall be proportional to the percentage of the
contract completed.

2.13 NIGHT WORK

A. ALLOWANCE FOR NIGHT WORK ORDERED BY CITY
Measurement:
Night work, if required and ordered by the City, shall be measured by the
HOUR for work performed by the Contractor’s entire crew between the hours
of 8PM and 7AM. Night hours worked by the Contractor which were not
ordered by the Engineer will not be measured for payment.

Payment:
The contract price for ITEM 10 shall constitute full compensation for the

The Contractor shall be reimbursed without markup for approved invoices
from the Nashua Police Department which shall be paid under budget
ALLOWANCE under ITEM 9A. Payment shall constitute full compensation to
the Contractor for providing uniformed Nashua police officers with or without
vehicles, including all labor, high visibility safety gear, tools and any other
equipment necessary to complete the work as specified herein. Payment shall
be made only after Contractor has provided proof of payment to Police
Department.

Drawings, directions from the Engineer, and as specified herein.

Payment:

The approved quantity of New Vertical Granite Curb shall be paid for at the
contract unit price for ITEM 6H and shall be full compensation for furnishing
and installing new vertical granite curb including crushed gravel base and all
labor, tools and any other equipment necessary to complete the work as
specified in these Specifications and as directed by the Engineer.

2.11 PROJECT START-UP AND PROJECT CLOSE OUT:

E. 2-INCH BITUMINOUS SIDEWALK REPAIR
Measurement:
The quantity to be measured under ITEM 6E, 2-Inch Bituminous Sidewalk
Repair, shall be measured by the SQUARE YARD in accordance with the
Contract Drawings, directions from the Engineer, and as specified herein.

Payment:
The approved quantity of 2-Inch Bituminous Sidewalk Repair shall be paid for

The approved quantity of hot bituminous pavement shall be paid for at the
contract unit price for ITEM 6B 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.

Notes:

1. Temporary and permanent pavement course thicknesses shall
be as specified on the plans, or as ordered by the Engineer.

2.09 REPLACE EXISTING SEWER MANHOLE FRAME AND COVER COMPLETE
IN PLACE
Measurement:
The quantity to be measured under ITEM IL shall be by the actual number of
manhole frames and covers replaced measured by the EACH, complete-in-
place, as specified in these Specifications and as directed by the Engineer.

Payment:

Payment:

The accepted quantity of manhole invert reconstruction shall be paid for at the
contract unit price under ITEM 1H, and shall be full compensation for the
demolition of the existing invert and the reconstruction of the new brick invert,
by-pass pumping, decanting and disposal of debris at the City landfill and all
labor, tools and any other equipment necessary to complete the work as
specified in these Specifications and as directed by the Engineer.

sewer line, the sewer pipe video to document the condition of the pipe, identify all
service locations, work related to developing a report of the video, and all labor, tools
and any other equipment necessary to complete the work. The contractor shall
provide means for cleaning of the pipe to attempt to remove obstructions which
shall be incidental to this item of work. If the line cannot be videoed due to an
obstruction, the Contractor shall attempt to video the line from the opposing

complete in place as indicated on the drawings and/or as specified including all
work incidental thereto and not specifically included for payment under other
items, all as specified in these Specifications and as directed by the Engineer.

Note:

1. The length of the repair shall be assumed to be 10 linear feet or less. If in the
opinion of the Engineer the repair requires more than 10 linear feet of new
pipe repair, a change order will be negotiated with the Contractor.