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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.

The Contractor shall supply qualified flaggers as stated in Section 618 of the
NHDOT Standard Specifications for Road and Bridge Construction, (Approved
and Adopted in 2010). Daily coverage needs to

be approved by the Engineer.

Floggers will be measured and paid by the actual number of hours authorized, as
determined by the Engineer using Item 8b. This item has a budgeted allowance
as shown on the Bid Form. In no case shall the gross hourly rate exceed $22/hour
for straight time work and $33/hour for overtime work. Payments to Contractor
will be made based on approved hours and resulting dollar amounts. In the case
of outsourced flogger services, payments to Contractor will be made only after
Contractor’s proof of payment to flagged company.

MAINTENANCE OF TRAFFIC;

. Maintenance of traffic will be measured as a unit. Payment for maintenance of
traffic shall be at the contract lump sum, which lump sum includes full
compensation for material, equipment and labor to complete this portion of the
Bid Schedule. The lump sum can only be amended by written, approved change
order. Payments toward the lump sum will be made periodically based on the
percent of contract completed and the balance will be paid at final payment upon
completion of all project requirements. Should the contract be terminated prior to
completion, or the contract work not completed, total payment for this item shall
be proportional to the percentage of the contract completed.

. Maintenance of Traffic shall constitute full compensation to the Contractor for
providing and maintaining safe and passable traffic accommodations for public
travel, preventing dust nuisance and furnishing, erecting and maintaining
necessary traffic signs, barricades, lights, signals, flashing beacons, delineators
and other traffic control warning devices and shall include means of guidance of
traffic through and around the work zones. Traffic warning signs and other
regulating devices shall be installed in accordance with Section 01550 Traffic
Control and Signage.

01150 - 21

3. Signage not to be separately measured for payment, but shall be considered

incidental to this item.

4. The work shall be paid for per UNIT as Item 8c.

2.09 ASBESTOS ABATEMENT (ALLOWANCE PROVDIED)

A.

2.10

2.11

2.12

ALLOWANCE FOR ADDITIONAL COST FOR REMOVAL OF ASBESTOS-
CONTAINING MATERIAL

Should asbestos material be found in the trench area other than asbestos cement
pipe, the Contractor shall immediately call the project Engineer to make a
decision on how the material shall be removed. Measurement for removal of such
asbestos-containing materials encountered shall be measured by accepted unit
quantities for such work as established under the General Conditions and agreed
to by the Owner and Engineer.

Payment for handling, removal and disposal of asbestos-containing materials will
be for the unit quantities and prices above and shall be full compensation for
furnishing all labor, materials, services and equipment required to excavate,
pump, sample, test, store, treat and/or dispose of asbestos-containing materials
and conform to all requirements as specified in Section 02111. Payments shall be
based on the unit quantities and costs for the work performed and measured under
prevailing rates as established under the General Conditions and as agreed to by
Owner and Engineer. Waste Shipment Records from the disposal facility shall be
included in each payment request. The City may elect to receive such materials at
the City landfill without additional charge.

The work shall be paid at an agreed upon price for the work involved and paid
for using the allowance provided in Item 9c.

SEWER PIPE TELEVISION INSPECTION AND VIDEO TAPES:

Sewer pipe Television inspection performed as specified herein and video tapes
provided to the Owner shall not be separately measured for payment but shall be
considered incidental to the project.

WARRANTY INSPECTION:

All warranty inspections and related work shall not be separately measured for
payment but shall be considered incidental to the project.

WATER FOR ROADWAY DUST CONTROL

Water for roadway dust control shall not be separately measured for payment but
shall be considered incidental to the project.

01150 - 22

2.13 ASPHALT COST ADJUSTMENT

A. This item is used when the “NE Average” monthly price for asphalt cement as

2.14

2.15

furnished by the NHDOT Bureau of Materials and Research differs from the base
price contained in the proposal. The monthly price posted by NHDOT is
available in the following web page:

http://www.nh.gov/dot/org/projectdevelopment/construction/documents/Mon
thlyFuelPricesImperial.pdf

The price adjustment will be based on the percent of asphalt cement in the
approved mix formula(s) in the materials incorporated in the work.

The base price of asphalt cement for this Contract is:

$ 390.00 per ton. (February 2017 price)
The monthly price of asphalt cement will be furnished by the NHDOT Bureau of
Materials and Research on the first business day following the 14th calendar day
of each month.
The contract prices of Hot Bituminous Pavement will be paid under the item in
the contract. The price adjustment, as provided herein, upwards or downwards,
will be made using Item 9a at the end of each month in which the work was

accomplished as follows:

[monthly price less the base price] X [approved job mix formula percent of
asphalt cement] X [tons of pavement used].

NIGHT WORK

Night work will be required in high traffic areas as directed by the Engineer. A
night work allowance per hour is provided in Item 9b.

MISCELLANEOUS

Concrete removal under road pavement may be required. This may be found on
Main St and may contain rebar. This work will be paid by Item 6s.

This contract will require dye testing by the contractor. This work will be paid by
Item 10.

01150 - 23

A contingency for coordination with the Railroad company at Temple St is
provided to cover such costs as Railroad Flaggers. This contingency is provided
as an allowance in Item 11.

NOTE: THE CONTINGENCY DOES NOT COVER THE COSTS
ASSOCIATED WITH THE RAILROAD INSURANCE REQUIRMENTS.
THOSE ARE COVERED UNDER ITEM 1K(1) AS OUTLINED ABOVE.

A contingency for contaminated soil excavation and disposal is provided by the
allowance Item 11a.

Temporary removal and resetting of stop signs or similar will be paid by Item 8j.
Pre-con sewer videos are required is some streets as shown in the drawings.
While videos on lining streets are subsidiary, those on pipe replacement will be
paid by the Item 12 series. Contractor shall follow all the same video
requirements set forth on the lining streets.

Adjustment and Replacement of MH frames/covers and catch basin frames/grates
is required on occasional structures that do not call for complete new structure. In
this case, Items 3b, 3c and 3d apply. Note, on replacement of units, the
replacement item also includes adjustment.

Root cutting will be paid under Items 2s.

Manhole lining will be done per specification section 02800 and will be paid
by vertical foot only (regardless of diameter using Item lo.

Manhole invert lining will be paid by Item 1p. Contractor shall submit technical

specifications for the Engineer’s review.

END OF SECTION

01150 - 24

REPORT OF THE FINANCE COMMITTEE
SEPTEMBER 7, 2022

A meeting of the Finance Committee was held on Wednesday, September 7, 2022, at 7:00 p.m. in the
Aldermanic Chamber.

Mayor Jim Donchess, Chairman, presided.

Members of the Committee present: Mayor Jim Donchess
Alderman Alex Comeau
Alderman Tyler Gouveia
Alderman-at-Large Ben Clemons
Alderwoman-at-Large Gloria Timmons
Alderman-at-Large Melbourne Moran, Jr.

Members not in Attendance: Alderman Patricia Klee, Vice Chair

Also in Attendance: John Griffin, CFO/Comptroller
Cheryl Lindner, Treasury Management Officer
Kim Kleiner, Administrative Services Director
Amy Girard, Purchasing Manager
Nick Miseirvitch, ClO, Information Technology
Dan Hudson, City Engineer

PUBLIC COMMENT

COMMUNICATIONS

From: Amy Girard, Purchasing Manager
Re: Software maintenance for Tyler Technologies in the amount not to exceed $92,757.67 funded from
54407 Software Maintenance/General Fund

MOTION BY ALDERMAN COMEAU TO PLACE ON FILE AND APPROVE THE ANNUAL SOFTWARE
MAINTENANCE REQUIRED FOR THE CONTINUED OPERATION OF TYLER TECHNOLOGIES MUNIS
PROPERTY TAX AND UTILITY BILLING/CITIZEN SELF SERVICE WITH TYLER TECHNOLOGIES, INC., IN
AN AMOUNT NOT TO EXCEED $92,757.67. FUNDING WILL BE THROUGH: DEPARTMENT: 122
INFORMATION TECHNOLOGY; FUND: 54407 SOFTWARE MAINTENANCE/GENERAL FUND

MOTION CARRIED

From: Amy Girard, Purchasing Manager
Re: 2022 Sewer Rehabilitation in the amount not to exceed $1,173,000 funded from 81700 Infrastructure
Improvements/Bond

MOTION BY ALDERMAN COMEAU TO PLACE ON FILE AND APPROVE THE CONSTRUCTION
CONTRACT FOR SIPHON REHABILITATION WITH INSITUFORM TECHNOLOGIES, LLC, OF
CHESTERFIELD, MO, IN AN AMOUNT NOT TO EXCEED $1,173,000. FUNDING WILL BE THROUGH:
DEPARTMENT: 169 WASTEWATER; FUND: BOND; ACTIVITY: SEWER INFRASTRUCTURE
IMPROVEMENTS

MOTION CARRIED

From: Amy Girard, Purchasing Manager
Re: 2022 Sewer Siphon Rehabilitation Construction Services in the amount not to exceed $192,876 funded
from 81700 Infrastructure Improvements/Bond

SECTION 01330

SUBMITTALS

SHOP AND WORKING DRAWINGS

A.

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

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.

Such drawings shall show the principal dimensions, weight, structural and operating
features, space required, clearances, type and/or brand of finish of shop coat, grease
fittings, etc., depending on the subject of the drawings. When it is customary to do so, when
the dimensions are of particular importance, or when so specified, the drawings shall be
certified by the manufacturer or fabricator as correct for this Contract.

All shop and working drawings shall be submitted to the Engineer by and/or through the
Contractor, who shall be responsible for obtaining shop and working drawings from his
subcontractors and returning reviewed drawings to them.

Only drawings which have been prepared, checked and corrected by the fabricator should
be submitted to the Contractor by his subcontractors and vendors. Prior to submitting
drawings to the Engineer, the Contractor shall check thoroughly all such drawings to
satisfy himself/herself that the subject matter thereof conforms to the Contract Documents
in all respects. Shop drawings shall be reviewed and marked with the date, checker's name
and indication of the Contractor's approval, and only then shall be submitted to the
Engineer. Shop drawings unsatisfactory to the Contractor shall be returned directly to their
source for correction, without submittal to the Engineer. Shop drawings submitted to the
Engineer without the Contractor's approval stamp and signature will be rejected. Any
deviation from the Contract Documents indicated on the shop drawings must be identified on
the drawings and in a separate submittal to the Engineer, as required under subsection 6.17
Shop Drawings and Samples; D. Submittal Procedures, Paragraph 3 of the General
Conditions.

The Contractor shall be responsible for the prompt submittal and re-submittal, as
necessary, of all shop and working drawings so that there will be no delay in the work due to
the absence of such drawings.

The Engineer will review the shop and working drawings as to their general
conformance with the design concept of the project and general compliance with the
information given in the Contract Documents. Corrections of comments made on the
drawings during the review do not relieve the Contractor from compliance with
requirements of the Contract Documents. The Contractor is responsible for: confirming and
correlating all quantities and dimensions; selecting fabrication processes and

01330-1

techniques of construction; coordinating his work with that of all other trades; and
performing his work in a safe and satisfactory manner. The review of the shop drawings is
general and shall not relieve the Contractor of the responsibility for details of design,
dimensions, code compliance, etc., necessary for interfacing with other components, proper
fitting and construction of the work required by the Contract and for achieving the specified
performance.

With few exceptions, shop drawings will be reviewed and returned to the Contractor within
15 days of submittal.

No material or equipment shall be purchased or fabricated especially for this Contract nor
shall the Contractor proceed with any portion of the work, the design and details of which are
dependent upon the design and details of equipment or other features for which review is
required, until the required shop and working drawings have been submitted and reviewed
by the Engineer as to their general conformance and compliance with the project and its
Contract Documents. All materials and work involved in the construction shall then be as
represented by said drawings.

Two copies of the shop and working drawings and/or catalog cuts will be returned to the
Contractor. The Contractor shall furnish additional copies of such drawings or catalog cuts
when he needs more than two copies or when so requested.

END OF SECTION

01330-2

SECTION 01331

DOCUMENTATION
PART 1 - GENERAL
1.01 WORK INCLUDED:
A. This section covers the requirements for documentation to be furnished by the

Contractor on this project.

1.02 RELATED WORK:

A. Section 02441, CLEANING, TELEVISION INSPECTION, & TESTING OF NEW
PIPELINES

1.03 DOCUMENTATION:

A. — The Contractor shall maintain printed television inspection logs of sewer segments, for
each sewer line segment undergoing replacement under this contract and provide two (2)
copies of the logs within five (5) working days of the work being performed. Log sheet
format shall be approved by Engineer prior to start of work.

B. The log sheet(s) as a minimum shall clearly identify:

1. Project Name

2. Street Location, Name, Intersection, Station

3. Date of inspection

4. Total Length of Line Inspected

5. Line Size(s)/Joint Spacing/Type

6. Line and Manhole(s) Condition

7. Significant observations such as service connections, offset joints, drop joints,
broken/cracked pipe, protruding services, roots, collapsed sections, infiltration,

presence of scale and corrosion and other discernible features.

8. Videocassette number, including tape counter (beginning and ending) location.

01331-1

All television inspection shall be recorded on VMS format system that utilitizes ¥2-inch
recording videotapes and the SLR mode. The Contractor shall provide two (2) original and
labeled copies of each videotape to the Owner, at no additional cost, at the end of the
project. All VCR videotapes shall have a typed label listing tape number, date work
was performed, “City of Nashua’, contract number and sub area designation. Each tape
shall be referenced in a logbook that details upstream and downstream sub area and
manhole designations, street names, pipe diameter and length.

END OF SECTION

01331-2

SECTION 01550

TRAFFIC CONTROL AND SIGNAGE

PART 1 - GENERAL

1.01

1.02

WORK INCLUDED:
This Section covers furnishing and installing traffic control signs and other devices.
SYSTEM DESCRIPTION:
The Contractor shall furnish and install all construction signs deemed necessary by and in

accordance with the latest edition of Part VI of the Manual on Uniform Traffic Control
Deyices (MUTCD) as published by the U.S. Department of Transportation.

PART 2 - PRODUCTS

2.01

TRAFFIC WARNING AND REGULATING DEVICES:

Contractor shall provide warning signs, barricades and other devices in accordance with the
specifications provided in the MUTCD. Size of signs, lettering, colors, method of support and
other factors prescribed in the MUTCD shall be adhered to.

PART 3 - EXECUTION

3.01

INSTALLATION:

A. Contractor shall erect barricades, barrier fences, traffic signs, and other traffic control devices

as required by the MUTCD, or as directed by the Engineer, to protect the work area from traffic,
pedestrians, and animals.

Contractor shall relocate barricades, signs and other devices as necessary as the work
progresses.

Unless extended protection is required for specific areas, when the work has been
completed, all temporary warning and regulatory devices used by the Contractor shall be
removed so that traffic can move unimpeded through the area.

All detour and traffic routing plans shall be submitted to the City of Nashua Traffic Department

for their review and approval, prior to implementation. The Engineer shall also receive a copy.

END OF SECTION

01550-1