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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
direction. All videos shall be submitted to the Engineer, shall be accompanied by a
written report and shall clearly document the condition of the main and all service
connections.

2.04 CUTTING AND REMOVAL OF PROTRUDING LATERAL PIPE
UP TO 12” DIAMETER COMPLETE IN PLACE
Measurement:
The quantity to be measured under ITEM 1E will be the actual number of
protruding lateral pipes measured by the EACH that are actually cut, as
specified in these Specifications and as directed by the Engineer.

Payment:
The accepted quantity of protruding lateral pipes cut up to 12” diameter shall be paid

for at the contract unit price under ITEM 1E, and shall be full compensation for all
labor, tools and any other equipment necessary to complete the work. The
contractor shall provide means for cleaning of the pipe after the protruding
pipe has been cut which shall be incidental to this item of work. The pre-lining
video shall include a view of the lateral pipe after it has been cut.

2.05 MANHOLE CEMENT AND EPOXY LINING COMPLETE IN PLACE
Measurement:
The quantity of manhole lining (both 4’ and 5’ diameter manholes) will be
measured complete-in-place by the VERTICAL FOOT under ITEM 1F and
ITEM 1G as measured from the invert shelf to the underside of the casting,
complete-in-place, as specified in these Specifications and as directed by the
Engineer.

Payment:
The accepted quantity of sewer manhole lining shall be paid for at the contract

unit price under ITEM 1F and ITEM 1G, and shall be full compensation for
preparation of manhole walls for lining, by-pass pumping, furnishing and
installing the lining system, and all labor, tools and any other equipment
necessary to complete the work as specified in these Specifications and as
directed by the Engineer.

2.06 MANHOLE INVERT RECONSTRUCTION COMPLETE IN PLACE
Measurement:
The quantity to be measured under ITEM 1H will be the actual number of
manhole inverts reconstructed (4’ and 5’ Diameter manholes) measured by the
EACH, complete-in-place, as specified in these Specifications and as directed
by the Engineer.

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Nashua, NH 01150 -5

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.

2.07 SEWER MANHOLE INTERNAL DROP ASSEMBLY COMPLETE IN PLACE
Measurement:
The quantity to be measured under ITEM 1J will be the actual number of sewer
manhole internal drop assemblies constructed (up to 8 vertical feet) by the
EACH, complete-in-place, as specified in these Specifications and as directed
by the Engineer.

Payment:

The accepted quantity of manhole internal drop assemblies constructed shall be
paid for at the contract unit price under ITEM 1J, and shall be full
compensation for the demolition of the existing drop assembly and the
reconstruction of the new internal drop assembly, by-pass pumping, and all
labor, tools and any other equipment necessary to complete the work as
specified in these Specifications and as directed by the Engineer.

2.08 REPLACE OR CONSTRUCT SEWER MANHOLE COMPLETE IN PLACE
Measurement:
The quantity of sewer manholes replaced or constructed under ITEM 1K and
ITEM 1KK will be measured complete-in-place by the VERTICAL FOOT as
measured from the lowest invert to the top of the manhole casting, complete-
in-place, as specified in these Specifications and as directed by the Engineer.

Payment:

The accepted quantity of sewer manholes replaced or reconstructed shall be
paid for at the contract unit price under ITEM 1K and ITEM 1KK, and shall
constitute full compensation for removal and disposal of the existing sewer
manhole, constructing new pre-cast sewer manhole, furnishing and
installing 30” diameter frame and cover, reconnecting sewer pipes with
necessary couplings and fittings, complete in place as indicated on the
drawings and/or as specified, including furnishing all materials, labor, tools,
and equipment necessary to complete the work, including but not limited to
handling of existing wastewater flows, by-pass pumping, excavation,
backfill, manhole bedding, removal of old pavement and other unsuitable
materials at the City landfill, manhole vacuum testing, and all work
incidental thereto and not specifically included for payment under other
items.

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Nashua, NH O1150-6

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:

The accepted quantity of existing sewer manhole frames and covers replaced
shall be paid for at the contract unit price under ITEM 1L, and shall be full
compensation for excavation, backfill, removal and disposal of the existing
frame and cover, old pavement and other unsuitable materials at the City
landfill; remodeling of the existing manhole up to 18 inches below the frame,
furnishing and installing new City standard frame and cover, adjustments of
casting to finish grade with brick courses, and all labor, tools and equipment
necessary to complete the work as specified in these Specifications and as
directed by the Engineer.

Note:
1. The restoration of the pavement and base course gravels around the new

frame and cover shall be paid for separately under the appropriate
ROADWAY RESTORATION contract items.

2.10 ROADWAY RESTORATION COMPLETE IN PLACE

A. CRUSHED GRAVEL:
Measurement:
The quantity to be measured under ITEM 6A shall be measured per CUBIC
YARD, in place. Quantities shall be measured for payment as directed and
approved by the Engineer. Over-excavated trenches will not be allowed.

Payment:
The approved quantity of crushed gravel shall be paid for at the contract unit

price for ITEM 6A and shall be full compensation for the furnishing, placing,
compacting and fine grading crushed gravel including 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 6B (Hot Bituminous Pavement -
Temporary Pavement, Permanent Pavement - Binder and Wearing Course)
shall be measured by the TON based on weight slips provided on the job site
and approved by the Engineer.

Payment:

2019 CIPP Lining Project Measurement and Payment
Nashua, NH O1150-7

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. 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. SAWED BITUMINOUS PAVEMENT
Measurement:
The quantity to be measured under ITEM 6C, Sawed Bituminous Pavement,
shall be measured by the LINEAR FOOT in accordance with the Contract
Drawings, directions from the Engineer, and as specified herein.

Payment:

The approved quantity of sawed bituminous pavement shall be paid for at the
contract unit price for ITEM 6C and shall be full compensation for saw cutting
bituminous pavement of any depth, 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. UNCLASSIFIED EXCAVATION
Measurement:
The quantity to be measured under ITEM 6D shall be measured per CUBIC
YARD in place. Measurement for payment of this item shall only apply to the
unclassified excavation for the placement of temporary and permanent
pavement and associated crushed gravel in sewer point repair areas and
manhole frame and cover replacement areas. Quantities shall be measured for
payment as directed and approved by the Engineer. Over-excavated trenches
will not be allowed.

Payment:

The approved quantity of unclassified excavation shall be paid for at the
contract unit price for ITEM 6D and shall be full compensation for the
excavation and disposal of existing pavement and existing unsuitable materials
at the City landfill in order to establish the appropriate subgrade for the
temporary and permanent pavement and associated crushed gravel base
courses, including all labor, tools and equipment necessary to complete the
work as specified in these Specifications and as directed by the Engineer.

2019 CIPP Lining Project Measurement and Payment
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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

at the contract unit price for ITEM 6E and shall be full compensation for
removal and replacement of the bituminous sidewalk including crushed gravel
base, repair of grass and landscape areas disturbed by the sidewalk
construction, and all labor, tools and any other equipment necessary to
complete the work as specified in these Specifications and as directed by the
Engineer.

F. 4-INCH REINFORCED CONCRETE SIDEWALK REPAIR
Measurement:
The quantity to be measured under ITEM 6F, 4-Inch Reinforced Concrete
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 4-Inch Reinforced Concrete Sidewalk Repair shall be

paid for at the contract unit price for ITEM 6F and shall be full compensation
for removal and replacement of the concrete sidewalk, repair of grass and
landscape areas disturbed by the sidewalk construction, 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.

G. RESET GRANITE CURB
Measurement:
The quantity to be measured under ITEM 6G, Reset Granite Curb, shall be
measured by the LINEAR FOOT in accordance with the Contract Drawings,
directions from the Engineer, and as specified herein.

Payment:

The approved quantity of Reset Granite Curb shall be paid for at the contract
unit price for ITEM 6G and shall be full compensation for removal and
resetting of existing 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.

H. NEW VERTICAL GRANITE CURB
Measurement:
The quantity to be measured under ITEM 6H, New Vertical Granite Curb, shall
be measured by the LINEAR FOOT in accordance with the Contract

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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:

A. MOBILIZATION
Measurement:
Mobilization shall be measured as a LUMP SUM as specified herein. The total
cost for this item shall not exceed 5 percent of the total of all bid items
excluding this item.

Payment:
The contract price for ITEM 8 shall constitute full compensation to the

Contractor for the general mobilization and demobilization necessary to make
the contract operational, exclusive of the cost of materials. Payments toward
the lump sum will be made at each payment requisition 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. No additional
payment will be made if the contract value is increased.

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

2.12 MAINTENANCE AND PROTECTION OF TRAFFIC:

A. UNIFORMED POLICE OFFICERS

Measurement:

Uniformed police officers will be measured and paid by the actual number of
hours authorized, as determined by the Engineer. The Contractor shall supply
qualified uniformed officers as stated in Section 618 of the NHDOT Standard
Specifications for Road and Bridge Construction, (Approved and Adopted in
2016). Uniformed officers shall only be used when there are no available
flaggers and the Engineer has previously approved it. Daily coverage needs to
be approved by the Engineer. The Contractor's schedule for utilizing uniformed
officers shall be agreed upon cooperatively with the Engineer.

Payment:

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Nashua, NH 01150 - 10

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.

B. FLAGGERS
Measurement:
The quantity of Flaggers will be measured by the HOUR based on the actual
number of hours authorized, as determined 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 2016). Daily coverage needs to be approved by the Engineer. The
Contractor's schedule for flaggers shall be agreed upon cooperatively with the
Engineer.

Payment:

The approved quantity of flaggers hours shall be paid at the contract price for
ITEM 9B. Payment shall constitute full compensation to the Contractor for
providing qualified flaggers as required to direct traffic through or around the
Work as ordered by the Engineer, including all labor, high visibility safety
gear, tools and any other equipment necessary to complete the work as
specified herein. In no case shall the gross hourly rate exceed $30/hour for
straight time work and $45/hour for overtime work. Payments to Contractor
will be made based on approved hours and resulting dollar amounts.

C. MAINTENANCE OF TRAFFIC
Measurement:
Maintenance of traffic shall be measured as a LUMP SUM as specified herein.

Payment:

The contract price for Item 9C shall constitute full compensation for providing
and maintaining safe and passable traffic accommodations for public travel,
preventing dust nuisance and fumishing, erecting and maintaining necessary
traffic signs, barricades, lights, signals, flashing beacons, delineators and other
traffic control warming 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 the MUTCD and details on the
plans. Payments toward the lump sum will be made at each payment
requisition 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,

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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

premium cost of the entire crew including overtime wages, taxes, night
lighting, and any other labor and/or equipment necessary to complete the work
during designated night time hours as specified herein.

Note:
1. Night work may be required in high traffic areas as directed by the Engineer.
An allowance for night work hours has been provided under ITEM 9.

2.14 UNANTICIPATED HAZARDOUS MATERIALS

A. ALLOWANCE FOR UNANTICIPATED HAZARDOUS MATERIALS
Measurement & Payment
ITEM 11 is intended to be a contingency pay item to be used in the event that
unanticipated hazardous material is encountered during the work.
Compensation shall only be paid to the Contractor if unanticipated hazardous
material is encountered and expenditure of the allowance, or portion of the
allowance, is authorized by the Engineer.

An allowance value has been established on the bid form for this item as a
means to include funds in the event that the Contractor is directed to perform
work associated with addressing unanticipated hazardous materials.

Costs for these pay items shall be negotiated between the Engineer and the

Contractor in accordance with provisions for changes in the work in the
General Conditions.

END OF SECTION

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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.

C. 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.

D. 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.

E. 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.

F. 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.

G. 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

2019 CIPP Lining Project Submittals
Nashua, NH 01330-1

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
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.

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

1. 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.

J. 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

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