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CERTIFICATE OF FINAL COMPLETION

PROJECT:

OWNER’S CONTRACT NO;

DATE OF ISSUANCE:

OWNER:

OWNER’s Purchase Order NO.:

CONTRACTOR:

City of Nashua, NE

ENGINEER:

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 substantially complete in
accordance with the Contract Documents on

(DATE OF FINAL COMPLETION)

This certificate does not constitute an acceptance of Work not in accordance with the Contract
Documents nor is it a release of CONTRACTOR’: obligation to complete the Work in accordance with
the Contract Documents. The Warranty for all Work completed expires one year from the date of this

Final Completion.

EXECUTED BY ENGINEER:

ACCEPTS THIS CERTIFICATE OF FINAL
COMPLETION:

By: By:
Daniel Hudson, P.E.
(Authorized signature) (Owner Representative)
Title: Title: — City Engineer, City of Nashua
Date: Date:

ACCEPTS THIS CERTIFICATE OF FINAL
COMPLETION:

By:

Contractor (Authorized Signature}

Title:

Date:

CONSENT OF SURETY FOR FINAL PAYMENT

OWNER's Project No.:
Project:
Amount of Contract (including
Type of Contract: Change Orders):
CONTRACTOR:
Contract For: Contract Date:

In accordance with the provisions of the above named contract between the OWNER and the
CONTRACTOR, the following named Surety Company:

On the Payment Bond of the following named CONTRACTOR:

Hereby approves of final payment to the CONTRACTOR, and further agrees that said final payment to
the CONTRACTOR shail not relieve the Surety Company named herein of any of its obligations to the
following named OWNER; as set forth in said Surety Company’s bond:

IN WITNESS WHEREOF, the Surety Company has hereunto set its hand and seal
this day of , of 20

(Name of Surety Company)

(Signature of Authorized Representative)

(Title)
(Affix corporate seal here}

1 of 1
Consent of Surety

CONTRACTOR'S AFFIDAVIT

STATE OF:

COUNTY OF:

Before me, the undersigned, a

(Notary Public, Justice of Peace, Alderman)
in and for said County and State personally appeared,

(Individual, Partner or duly authorized representative of corporate contractor)
who being duly sworn according to law deposes and says that the cost of all the Work, and
outstanding claims and indebtedness of whatever nature arising out of the performance of the
contract between

City of Nashua, New Hampshire of 229 Main Street, Nashua, NH 03060
(Owner) (Address)
and
of
(Contractor) (Address}
Dated for the construction of the

and necessary appurtenant installations have been paid in full.

(Individual, Partner or duly authorized representative of corporate contractor}

(Title)

(Individual, Partner, or duly authorized representative of corporate contractor)

Sworn to and subscribed before me this day of , 2020

{Notary Public}

Rada

CONTRACTOR'S FINAL RELEASE AND WAIVER OF LIEN

Project:

Owner Contractor

Owner:_City of Nashua, New Hampshire Name:

Address:_229 Main Street Address:

Nashua, New Hampshire 03060

City State Zip City State Zip

Contractor License:
Contract Date:

TO ALL WHOM IT MAY CONCERN:

For good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged, the undersigned Contractor hereby waives, discharges, and releases any and all
liens, claims, and rights to liens against the above-mentioned project, and any and all other
property owned by or the title to which is in the name of the above-referenced Owner and against
any and all funds of the Owner appropriated and available for the construction of said project,
and any and all warrants drawn upon or issued against any such funds or monies, which the
undersigned Contractor may have or may hereafter acquire or process as a result of the
furnishing of labor, materials, and/or equipment, and the performance of Work by the Contractor
on or in connection with said project, whether under and pursuant to the above-mentioned
contract between the Contractor and the Owner pertaining to said project or otherwise, and
which said liens, claims or rights of lien may arise and exist.

The undersigned further hereby acknowledges that the sum of

Dollars ($ } constitutes the entire wupaid balance due the undersigned in
Connection with said project whether under said contract or otherwise and that the payment of
said sum to the Contractor will constitute payment in full and will fully satisfy any and all liens,
claims, and demands which the Contractor may have or assert against the Owner in connection
with said contract or project.

Dated this day of 20

Contractor
Witness to Signature

By Title

DIVISION 9

TECHNICAL SPECIFICATIONS

A. NHDOT Supplemental Specifications (2016 Edition) — updated July 6, 2018
B. ‘Technical Specifications

NHDOT SUPPLEMENTAL SPECIFICATIONS
(2016 EDITION) —- UPDATED JULY 6, 2018

The following Construction Specifications amend, revise, supplement and/or otherwise modify
the New Hampshire Department of Transportation’s STANDARD SPECIFICATIONS FOR
ROADWAY AND BRIDGE CONSTRUCTION (2016 edition as amended).

The following table is a list of all of the Supplemental Specifications that have been adopted by
the NHDOT as additions or revisions to the “Standard Specifications for Road and Bridge
Construction”, March 2016 Edition as of the date of this proposal. Some of the Supplemental
Specifications are included and made a part of this proposal. The Bidder is responsible to
examine each item to determine its effect, if any, on the contract.

NHDOT Supplemental Specifications (2016 Edition) - updated July 6, 201

Section | Description

Division 100

101 Definitions and
. Terms

106.04 — Qualified Products

© List

107.03 = Legal Relations and
» Responsibility to
: Public

108,09 : Prosecution and

. Progress

109.04 Differing Site
: Conditions, Changes
_ and Extra Work

Division 200
211.3.4 Vibration Monitoring
Division 300
-
Division 400

401 ' Plant Mix Pavements
' » General

Revision

161.79 - Revises Frequency of Updates
(06/06/17)

104.116-119 - Revises Definitions of
Weather Days and Working Days
(04/02/18)

Revises Frequency of Updates

' and Regulations

| 108.09 - Amends the Requirements for

| Liquidated Damages
Revises Rental Rate Blue Book Online
| Requirements (04/02/18)

_ Adds reference to pre- and post-
construction survey requirements

2.5.1 - Adds winter binder to the design
: control points (04/05/17)

2,10 - No greater than 1% TRB
(06/06/17)

3.4.1 - Revises Cold Feeder Requirements
| (07/06/18)

3.4.7.1 - Revises Recycled Materials
| Weighing Procedures (07/06/18)

107,01 - Revises References to DES Rules

Last
Revision
Date

06/06/17 —

| 01/06/12

07/06/18

Current
Revision
Date

04/02/18 |

06/06/17 |

07/06/18

07/06/18 |

04/02/18

04/05/17 |

11/07/18 .

Page 1 of 3

403.1.3 | Night Item Removal

410 Bituminous Surface

Treatment
|
411 © Pneumatic Tired
» Roller
417 Rumble Strip Inlay

Division 506

520 Portland Cement

' Concrete

! change after two sub-lots (06/06/17)

21.4, 2.1.2, 3.2, 3.3, 3.4 - Identifies

© conformance (06/06/17)

Section 403

3.4.11 - 3.4.15 - Describes the
Introduction of Recycled Materials at a
Batch Plant and Controls Minimum Dry
Time for Recycled Aggregates (07/06/18)

3.5.2 & 3.5.2.1 - Revises Recycled :
Materials Requirements (07/06/18) i

3.10.10.1 - Removes penalty for failing
tack (06/06/17)

3.12 - Allows a reduction in use of
pneumiatic-tired rollers (06/06/17)

3.17.1.3 - Revises the NETTCP QA
Technologist requirements (11/07/18)

3.17.3.1.1 - Revises HMA gradation
specification Emits, completes addition of
winter binder, removes allowance for Aim

4.1.1 - Removes reference to Night Items
(06/06/17)

Removes aij references to Night Items in 06/06/17

2,1 - Adopts new AASHTO Specifications 06/06/17 | 07/06/18 -
for Emuisions (04/13/16) .

3.4.1.1 - Revises pavement conditions,
application rate for tack (01/04/17}

tack sampling and penalties for non-

3.2 & 3.5.2 - Amends Distribution
Equipment and Initiates an Annual Tack
Truck Inspection Program (07/06/18)

3.5.5 - Requires the use of pneumatic 04/02/18 : 07/06/18
tired rollers on all Section 411 paving :
(06/06/17)

5.1.1 - Ensures Tack Used for PMST and
Leveling Course is a Pay Item (07/06/18)

Removes Pay Items (04/02/18)
; 2.1 & 3.7 - Specifies PMST as the asphalt | 04/02/18 :

inlay to fill in rumble strips

3.1.6,2.1.2 A - Revise NETTCP QA | 04/02/18 11/07/18 ©
Technologist requirements (11/07/18) i
3.8.1.1 - Revises the acceptable concrete

delivery temp to 90 degrees Fahrenheit
(04/02/18)

Page 2 of 3

ni en
co: oO

aa
io
Od

wn
io
oo

Ln

2

: Waterproofing
' Concrete Surfaces

_ Barrier Membrane

: Bridge Fence
: Structural Timber

Preformed Joint Filler
» Requirements

Bivision 600

603

in -
iO
in

on
oO:
cn

in
im
(00

eal
im
MO

cr
hire
A

mn
On

i Guardrail

Plastic Pipe

» Plastic Pipe

* Detectable Warning
Devices

: Curbs

Cofferdam for Sign
_ Installation

: Erosion Control

Division 700

702

© Bituminous Materials

Requirements
2.13 - Added for Contractor's Option

| 2.3 & 2.2 - Updated to include
, Polypropylene Pipe

| 2.2 - Adds specific references to AWPA
Standards & wooden piles

2.6 - Updates Detectable Warning Device
» Requirements

5.1.5 - Revises payment for sheeting and
shoring for sign structures

| 2,1 - ‘Stabilization’ changed to 'matting'

Incorporates BFM, FRM and SMM into the
| Standard Specs (07/06/18)

| 1.2.1 - Add Erosion Control Plans to list of
_ items to furnish for SWPPP (11/07/28)

3.1.5 - Update construction dates for
» allowable area of exposed, unstabilized
soil (11/07/18) :

| Deletes Section 530

| 3.3.5 - Updates the laydown temperature
_ range :
| 1.2, 1,3, 2.2, 2.6 & 2.8 - Allows

: aluminum ties for attaching fencing to i
» bridge rail

» 2.2, 3.4.4 & 3.4.5 - Adds specific
| references to AWPA Standards & wooden
; piles

2.4 - Revises Preformed Joint Filler

| 2.3, 2.6 & 2.7 - Updated to include | 04/13/16

Polypropylene Pipe and associated UV

' 2.4.1.1 - Allows the substitution of PG 76-
. 28 binder in lieu of fibers

"4,1 - Matting Section Revised and Pay 07/06/18
| Items Revised (04/02/18)

Amends Table 702-1 & 702-2 and Adds ~—S—«04//13/16
| Test Method

05/21/18
09/15/16

99/15/16 |
04/02/18 -

"04/02/18

: 06/02/16

04/13/16

04/02/18

04/02/18

04/02/18
04/02/18

11/07/18

O5/11/16

Page 3 of 3

TECHNICAL SPECIFICATIONS