Finance Committee

Uniformed officers will be measured and paid by the actual number of hours
authorized, as determined by the Engineer using Item 8a. This item has a
budgeted allowance as shown on the Bid Form. Payments to Contractor will be
made based on approved hours and resulting dollar amounts on Police
Department invoices and only after contractor’s proof of payment to Police
Department.

FLAGMEN

This work shall consist of furnishing qualified flaggers, as required to direct
traffic through or around the Work as ordered by the Engineer.

2.07

2.08

locations shown on the drawing or as directed by the Engineer. This work shall
include all material, labor and equipment necessary to complete the work.

Item 6f(1), Common Excavation for Roadway, will be used to remove the portion
of the roadway materials a depth sufficient to accommodate the proposed gravel
base, asphalt binder and asphalt top and, as directed by the

Engineer, additional curb reveal.

PROJECT START-UP AND PROJECT CLOSE OUT:
MOBILIZATION:

RAISED PAVEMENT MARKERS, WHITE or YELLOW, DOUBLE-FACED:

Raised pavement markers, shall be measured per each installed at fifty foot
intervals to provide temporary pavement markings after placement of binder
course and top course of bituminous pavement as shown on the plans or as
directed by the Engineer and shall conform to Section 632 of the NHDOT
Standard Specifications. Pavement markers shall only be used if needed or
specified by the Engineer.

Installation of the tack coat shall be included in this item and not be measured
separately for payment. Removal of old pavement at driveway aprons will be
considered incidental to this pay item.

The work will consist of miscellaneous patching as directed such as driveway
berms. The work shall be paid for at the contract unit price per TON for Item
6m.

DETECTABLE WARNING AT HANDICAP RAMP

The unit price shall include full compensation for all materials, equipment and
labor necessary to install the vertical granite curbing to the details shown in the
plan set. Compensation will include placement of small amount of backfill
material on the backside of the granite curbing such that it will minimize the
tripping hazard if it rises more than 2 above the existing grade.

The work shall be paid for at the contract unit price per Ton for Item 6e.
SAWED BITUMINOUS PAVEMENT

Sawing bituminous pavement shall be measured per linear foot and shall conform
to Section 628 of the NHDOT Standard Specifications.

Saw-cutting for driveways and intersecting streets shall be measured for payment.
Saw-cutting of the final trench shall be measured for payment.

The work shall be paid for at the contract unit price per linear foot for Item 6g.
COLD PLANNING OF BITUMINOUS SURFACES:

Fine grading, Item 6b(1), will be performed over all roadway gravels

just prior to base paving. Fine Grading will be done to elevations

provided or as directed by the Engineer. This work will also include installing
and maintaining survey stakes at every 25 foot interval for edge of pavement and
centerline and establishing elevation marks on the survey stakes.

BINDER COURSE MATERIAL- HOT BITUMINOUS PAVEMENT,
MACHINE METHOD:

2.05

2.06

Additional material removed due to changed conditions or as ordered by the
Engineer shall be measured for payment by the cubic yard.

The unit price for this item shall constitute full compensation for excavation,
disposal of material, protection of curbing and sidewalk and all other work
incidental to removal and disposal of excess material.

ENVIRONMENTAL PROTECTION
CALCIUM CHLORIDE:

Calcium chloride shall be measured per pound applied as ordered by the
Engineer.

This work is subsidiary.

EXCAVATION AND BACKFILL OF UNSUITABLE MATERIAL BELOW
NORMAL GRADE: (Not in contract. this work 1s subsidiary.)

If, in the opinion of the Engineer, the material at or below normal grade is
unsuitable for use as foundation, it shall be removed and disposed of to such
depths and widths as ordered by the Engineer. Normal grade is defined as the
elevation of the proposed pipeline trench bottom, as indicated on the drawings.

Work on catch basins, frames, grates, and granite inlet curb shall conform to the
Materials and Construction Requirements of Section 604 Catch Basins, Drop
Inlets, and Manholes of the NHDOT Standard Specifications and to City of
Nashua Standard Specifications for Sewers & Drains (Appendix A).

4 foot catch basins shall be paid for at the contract unit price per each for Item
3a.

2.04 MISCELLANEOUS EARTHWORK:

A.