HomeMy WebLinkAboutC2019-0047�;&
CONTRACT/GRANT INFORMATION SHEET - NEW CONTRACT
Date: 5/3/2018
Org
Staff's Name: Justin T. Weldy
Department: Public Works
Vendors Name: Sunline Contracting
I Vendor Number: 11609
Address: 820 North 17`" Avenue Phoenix AZ 85007
Phone: 602-422-9371
Total # of Renewals Max:
4
Received W9 (if applicable): ®
Y ❑ N
Business License # 6664
Exp. Date: 11/30/2018
ACCOUNTING SUMMARY
Org
Object
Project/#
$
Accounting Code:
STPAVE
6273
Total # of Renewals Max:
4
50,000.00
Accounting Code:
Does this Contract put it over $30,000
® Yes
❑ No
Contract Beginning Date:
Accounting Code:
Contract Expiration Date:
6/18/2019
Budgeted Expenditure:
® Yes
TBD(used for variety of different
things/departments):
VARIOUS
126
Approved by Council:
® Yes; Date: 1/16/2018
CONTRACT SUMMARY
Contract Number Assigned:
C2019-004
Contract Total:
50,000.00
Brief Description of Service:
Pavement markings
If Renewable:
Original
Total # of Renewals Max:
4
0
FY Cumulative Vendor Totals:
Does this Contract put it over $30,000
® Yes
❑ No
Contract Beginning Date:
6/19/2018
Contract Expiration Date:
6/18/2019
Budgeted Expenditure:
® Yes
❑ No
Budget Page #:
126
Approved by Council:
® Yes; Date: 1/16/2018
❑ No
Insurance Certificate provided:
® Yes
❑ No
❑ N/A
Warranty Period:
❑ Yes
® No
If Yes, expires Click here to enter a date.
Estimate Start Date:
6/19/2018
Estimate Completion Date:
6/18/2019
GRANT SUMMARY
Paid for by Grant:
❑ Yes
❑ No
Name of Grantee:
Grant Number Assigned:
Resolution Number:
Date Council Approved:
Revised 4/28/16
Town of Fountain Hills
Justin Weldy
Public Works Director
Justin,
7/20/2018
Per our phone conversation on Thursday 7/19/2018 Sunline Contracting will honor the agreement
between the town and Sunline to complete the $20,000.00 the city council agreed a pond for pavement
markings. We have a great working relationship with the town and look forward many more years
together.
Sincerely,
Rodd Jose
President Sunline Contracting
Contract No. C2019-004
COOPERATIVE PURCHASING AGREEMENT
BETWEEN
THE TOWN OF FOUNTAIN HILLS
AND
SUNLINE CONTRACTING LLC
THIS COOPERATIVE PURCHASING AGREEMENT (this "Agreement") is entered into
as of June 19, 2018, between the Town of Fountain Hills, an Arizona municipal corporation (the
"Town"), and Sunline Contracting LLC, an Arizona limited liability company (the"Contractor').
RECITALS
A. After a competitive procurement process, City of Goodyear (the "City") entered
into Contract No. CON 18-4140, with an effective date of April 9, 2018, (the "City Contract"), for
the Contractor to provide pavement marking and related services. A copy of the City Contract is
attached hereto as Exhibit A and incorporated herein by reference, to the extent not inconsistent
with this Agreement.
B. The Town is permitted, pursuant to Section 3-3-27 of the Town Code, to make
purchases under the City Contract, at its discretion and with the agreement of the awarded
Contractor, and the City Contract permits its cooperative use by other public entities, including the
Town.
C. The Town and the Contractor desire to enter into this Agreement for the purpose of
(i) acknowledging their cooperative contractual relationship under the City Contract and this
Agreement, (ii) establishing the terms and conditions by which the Contractor may provide the
Town with pavement marking and related services, as more particularly set forth in Section 2 below
on an `as -required" basis (the "Material and Services") and (iii) setting the maximum aggregate
amount to be expended pursuant to this Agreement related to the Materials and Services.
NOW, THEREFORE, in consideration of the foregoing introduction and recitals, which
are incorporated herein by reference, the following mutual covenants and conditions, and other
good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,
the Town and the Contractor hereby agree as follows:
1. Term of Agreement. This Agreement shall be effective as of the date first set forth
above and shall remain in full force and effect until June 18, 2019. This Agreement may be
extended in one year increments for a maximum of four (1) additional terms (each a `Renewal
Term"), upon the mutual agreement of the parties, in writing. The Agreement may be terminated
prior to its termination date as otherwise provided in this Agreement or the City Contract.
2. Scope of Work. This is an indefinite quantity and indefinite delivery Agreement for
Material and Services under the terms and conditions of the City Contract. The Town does not
PHOENIX 77018-1 464727v1
audit and/or reproduction during normal working hours by the Town, to the extent necessary to
adequately permit (i) evaluation and verification of any invoices, payments or claims based on
Contractor's and its subcontractors' actual costs (including direct and indirect costs and overhead
allocations) incurred, or units expended directly in the performance of work under this Agreement
and (ii) evaluation of the Contractor's and its subcontractors' compliance with the Arizona
employer sanctions laws referenced in Section 6 below. To the extent necessary for the Town to
audit Records as set forth in this Section, Contractor and its subcontractors hereby waive any rights
to keep such Records confidential. For the purpose of evaluating or verifying such actual or
claimed costs or units expended, the Town shall have access to said Records, even if located at its
subcontractors' facilities, from the effective date of this Agreement for the duration of the work
and until three years after the date of final payment by the Town to Contractor pursuant to this
Agreement. Contractor and its subcontractors shall provide the Town with adequate and
appropriate workspace so that the Town can conduct audits in compliance with the provisions of
this Section. The Town shall give Contractor or its subcontractors reasonable advance notice of
intended audits. Contractor shall require its subcontractors to comply with the provisions of this
Section by insertion of the requirements hereof in any subcontract pursuant to this Agreement.
6. E-verifyRequirements. To the extent applicable under ARIZ. REV. STAT. § 41-
4401, the Contractor and its subcontractors warrant compliance with all federal immigration laws
and regulations that relate to their employees and their compliance with the E -verify requirements
under ARIZ. REV. STAT. § 23-214(A). Contractor's or its subcontractors' failure to comply with
such warranty shall be deemed a material breach of this Agreement and may result in the
termination of this Agreement by the Town.
7. Israel. Contractor certifies that it is not currently engaged in, and agrees for the
duration of this Agreement that it will not engage in a "boycott," as that term is defined in ARIZ.
REV. STAT. § 35-393, of Israel.
8. Conflict of Interest. This Agreement may be canceled by the Town pursuant to
ARIZ. REV. STAT. § 38-511.
9. Applicable Law: Venue. This Agreement shall be governed by the laws of the State
of Arizona and a suit pertaining to this Agreement may be brought only in courts in Maricopa
County, Arizona.
10. A¢reement Subject to= np 'ation. The Town is obligated only to pay its
obligations set forth in this Agreement as may lawfully be made from funds appropriated and
budgeted for that purpose during the Town's then current fiscal year. The Town's obligations
under this Agreement are current expenses subject to the "budget law" and the unfettered
legislative discretion of the Town concerning budgeted purposes and appropriation of funds.
Should the Town elect not to appropriate and budget funds to pay its Agreement obligations, this
Agreement shall be deemed terminated at the end of the then -current fiscal year term for which
such funds were appropriated and budgeted for such purpose and the Town shall be relieved of
any subsequent obligation under this Agreement. The parties agree that the Town has no obligation
or duty of good faith to budget or appropriate the payment of the Town's obligations set forth in
this Agreement in any budget in any fiscal year other than the fiscal year in which this Agreement
is executed and delivered. The Town shall be the sole judge and authority in determining the
PHOENIX 77018-14647270
4
availability of funds for its obligations under this Agreement. The Town shall keep Contractor
informed as to the availability of funds for this Agreement. The obligation of the Town to make
any payment pursuant to this Agreement is not a general obligation or indebtedness of the Town.
Contractor hereby waives any and all rights to bring any claim against the Town from or relating
in any way to the Town's termination of this Agreement pursuant to this section.
11. Conflicting Terms: In the event of any inconsistency, conflict or ambiguity among
the terms of this Agreement, any Town -approved work orders, the City Contract and invoices, the
documents shall govern in the order listed herein. Notwithstanding the foregoing, and in
conformity with Section 2 above, unauthorized exceptions, conditions, limitations or provisions in
conflict with the terms of this Agreement or the City Contract (collectively, the "Unauthorized
Conditions"), other than the Town's project -specific requirements, are expressly declared void and
shall be of no force and effect. Acceptance by the Town of any work order or invoice containing
any such Unauthorized Conditions or failure to demand full compliance with the terms and
conditions set forth in this Agreement or under the City Contract shall not alter such terms and
conditions or relieve Contractor from, nor be construed or deemed a waiver of, its requirements
and obligations in the performance of this Agreement.
12. Rights and Privileges. To the extent provided under the City Contract, the Town
shall be afforded all of the rights and privileges afforded to the City of Goodyear and shall be the
"City" (as defined in the City Contract) for the purposes of the portions of the City Contract that
are incorporated herein by reference.
13. Indemnification. Insurance. In addition to and in no way limiting the provisions set
forth in Section 12 above, the Town shall be afforded all of the insurance coverage and
indemnifications afforded to the City to the extent provided under the City Contract, and such
insurance coverage and indemnifications shall inure and apply with equal effect to the Town under
this Agreement including, but not limited to, the Contractor's obligation to provide the
indemnification and insurance. In any event, the Contractor shall indemnify, defend and hold
harmless the Town and each council member, officer, employee or agent thereof (the Town and
any such person being herein called an "Indemnified Party'), for, from and against any and all
losses, claims, damages, liabilities, costs and expenses (including, but not limited to, reasonable
attorneys' fees, court costs and the costs of appellate proceedings) to which any such Indemnified
Party may become subject, under any theory of liability whatsoever ("Claims', insofar as such
Claims (or actions in respect thereof) relate to, arise out of, or are caused by or based upon the
negligent acts, intentional misconduct, errors, mistakes or omissions, in connection with the work
or services of the Contractor, its officers, employees, agents, or any tier of subcontractor in the
performance of this Agreement.
14. Notices and Requests. Any notice or other communication required or permitted to
be given under this Agreement shall be in writing and shall be deemed to have been duly given if
(i) delivered to the parry at the address set forth below, (ii) deposited in the U.S. Mail,
PHOENIX 77018-1 464727v1
5
•
registered or certified, return receipt requested, to the address set forth below or (iii) given to a
recognized and reputable overnight delivery service, to the address set forth below:
If to the Town: Town of Fountain Hills
16705 East Avenue of the Fountains
Fountain Hills, Arizona 85268
Attn: Grady E. Miller, Town Manager
With copy to: Town of Fountain Hills
16705 East Avenue of the Fountains
Fountain Hills, Arizona 85268
Attn: Town Attorney
If to Contractor: Sunline Contracting LLC
820 N. 17th Avenue
Phoenix. AZ 85Q07
Attn: -7,-m4C.4 1,1
or at such other address, and to the attention of such other person or officer, as any party may
designate in writing by notice duly given pursuant to this subsection. Notices shall be deemed
received (i) when delivered to the party, (ii) three business days after being placed in the U.S. Mail.
properly addressed, with sufficient postage or (iii) the following business day after being given to
a recognized overnight delivery service, with the person giving the notice paying all required
charges and instructing the delivery service to deliver on the following business day. If a copy of
a notice is also given to a partys counsel or other recipient, the provisions above governing the
date on which a notice is deemed to have been received by a party shall mean and refer to the date
on which the party, and not its counsel or other recipient to which a copy of the notice may be sent,
is deemed to have received the notice.
[SIGNATURES ON FOLLOWING PAGES]
PHOENIX 77018-1 4647270
FOR THE TOWN OF FOUNTAIN HILLS:
REVIEWED BY:
Grady E. Mil r, wn Manager
ATTESTED TO:
APPROVED AS TO FORM:
PLLC
[SIGNATURES CONTINUE ON FOLLOWING PAGE]
PHOENIX 77018-1 464727v1
Town Attorneys
0
"Contractor"
Sunline Contracting LLC
an Arizona limited liability company
By:
v _
Name:
Its:
(ACKNOWLEDGEMENT)
STATE OF ARIZONA )
) ss.
COUNTY OF MARICOPA )
0
On 2018. before me personally appeared ` S , the
of Sunline Contracting LLC. an Arizona limited liability corporation, whose
identity was proven to me on the basis of satisfactory evidence to be the person who he claims to be,
and acknowledged that he signed the above document, on behalf of Sunline Contracting LLC.
=OSUIAN M PORTER
o. Stets of Arizone
County
ission Expires
er 22, 2021
(Affix notary seal here)
PHOENIX 77018-1 4647270
Notary Public
I
EXHIBIT 1
TO
COOPERATIVE PURCHASING AGREEMENT
BETWEEN
THE TOWN OF FOUNTAIN HILLS
AND
SUNLINE CONTRACTING LLC
[CITY CONTRACT]
See following pages.
9
PHOENIX 77018-14647270
1'
CITY OF GOODYEAR
Office Procurement
190.N. Litchfield Road
Li
P.O. Box 5100
Offer and Acceptance
Goodyear, AZ 85338
�o
Goodyear
Contract No. CON 18-4140
Phone: 623-882-7834
_
DESCRIPTION OF SERVICES: Pavement Marking Services— Installaiion/Removal
To. the• -City of Goodvear The undersigned Contractor hereby offers and agrees to furnish the Services. and/or
material(s) in compliance with this Contract, as the term Contract is defined in this document.
By signing and sabmittin2 this Offer, Contractor certifies and warrants that Contractor: has read, understands
and agrees to comply with the Contract as defined here; has no known. undisclosed conflict of interest has not made
an offer of any:gift(s), payment(s) or other consideration to any City employee, elected official who has or may have
had a role in the procurement process for this -Contract: v).pursuant to A.R.S. § 414401, Contractor and its
subcontractors will comply with all immigration laws and regulations that relate to its employees and A.R.S. §.23=
214; and the,signatoryi's an officer or duly authorized agent of the Contractor with full power and authority to submit
binding offers for the.goods and/or services as specifiedherein.
Arizona Transaction (Sales): j 6 - q4—) 24 G6
Arizona Contractor License Number: '159-7o$ For clarification of this offer contact:
Privilege.T&x License #t U4tjg 172 Name: ,tom 544H
City of Goodyear Business Registration No.; Telephone: 4io-L_769- Soy 6
18-000051468 E -Mail Address: y05�A1)rdS-- &r* -f -+II -C eA
-ahi,.iLtrlE Weff2 e.9lnte t (,r:C.
Company Name
15� ,tJ. 1714- A �
Address
P,lot<rl;?% Az 1�500717
City State Zip Code
sijzn..s 1
A orized S Aature for Offer
F Sr
Printed time
Es,tMA,_10A t/3olzo)$
Title Date
At CEFTAI U bF OFFkii,,k D CONTRACT.AWAIM
,Contractor's Offer is hereby accepted and a Contract awarded by the Ci
material -s tind/or services as specified in Scope of Work of this Contract.
or provide any material/services until the Contractor receives an executed
City Manager, City of Goodyear (if applicable)
Attested by:
A,
�,tJL
Moursen Sea". City C154rk
157tZ W�t'C arl
Citv Seal ; >itiC.n:nnn'tr�
nF
C. norlrtr''.':
hp�`;4� ;.
i-
4 .I';
C
Official File
or Ctty.of Goodyear t)se Only)'
y. Contractor is now bound to provide the
Contractor shall not stan any billable wurk-
purchase order or written notice to proceed
Eff. Date: q 1911 V
Procurement Manager
Approved as to form:
Roric Mastey, City Attorney
w ,goodYeai d gm I Page 67 of 71
ment
Office Li chfield Road CITY OF GOODYEAR 190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Goodyear
Invitation For Bid Phone: 623-882-7834
Solicitation Number: 184140
Materials and/or Servicer Pavement Marking Services — Installation/Removal
Solicitation Due Date: January 25, 2018 Time: 3:00 pm (Arizona Time)
Mailing Address: City of Goodyear, City Hall Front Desk
190.North Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Procurement Specialist: Dora Chavez
Phone: (623)882-71834
Email: dom.chavez@goodyearaz.gov
All bids,must be received by the City of Goodyear, City Hall Front,Desk, at the specified location by the date and
time cited above:.Late bids will not be considered. Bids received by the correct dateand time shallbe.publicly
opened and read. Bidders are advised to carefully read the entire Solicitation Package. Bids that.do not comply
with all Instructions to Bidders maybe disqualified.
Solicitation packages can be obtained by downloading from the City of Goodyear's website:. www.goodyearaz.gov
and _following these instructions: Enter City website, click on BUSINESS, click on Vendor Services/Procurement,
click on Solicitations for Bids/Proposals, click on IFB 18.4140. Should you experience problems downloading the
solicitation, contact Dora Chavez, at the above email address.
Attendance at the Pre -Bid Conference is not mandatory; however, Bidders. are strongly encouraged, to attend.
Offerors are also strongly encouraged to read'entire.solicitation prior •to PmBid Conference. Copies -,of the
solicitation will not be handed out at the Pre -Bid.
Pre -Bid Conference: Januar' 11, 2018. at 10:00 am (Arizona Time)
Pre -Bid Location: City of Goodyear, City Hall
190 N: Litchfield Rd.
Goodyear, AZ 85338
All communications concerning this solicitation must be directed to responsible procurement staff person identified
above, via email only. Communications with other city staff may disqualify you from the evaluation process.
OFFERORS ARE STRONGLY'ENCOURAGED TO READ THE ENTIRE SOLICITATION
Published in the Arizona Republic Southwest Section on: '1/5/18, and 1/10/18
Office of Procurement
CITY OF GOODYEAR 190 N. Lhchfield Road
P.O. Box 5 100
85
A
Goodyear, AZ 2-783
v _ Table of Contents Phone:, 623-882-7834
a,.o,
Goodyear
SECTIONS
PAGE
Notice Page
1
Table of Contents
2
Instructions to Bidders
3
Standard Terms and Conditions
7
Special Terms and Conditions
22
Specificatibns
25
'Fee Schedule
61
bfferand Acceptance
67
A'ITACFiN ENTS
Exhibit1 — Daily Work Quamity Report (Sample) 68
Exhibit 2 — References 71
. SoUcitaaon No: IF816-0740 1 .w .goaoyearaz.gov I Paget of 71
Office of Procurement
',,'' CITY OF.GOODYEAR 190 N.Litchfield Road
P.O. Boz 5100
Goodyear, AZ 85338
Genves Instructions to Bidders Phone: 623-882-7534
f -
1. PREPARATION OF OFFER
a. It is the responsibility of all Bidders to examine the entire solicitation package and seek clarification
from the responsible Procurement Specialist of any. item or requirement that may not be clear, and to
check all responses for accuracy before submitting a bid.
b. All offers shall -be on the forms provided in the solicitation package. It is permissible to copy these
forms if required. Telegraphic (facsimile) or emadbids.will not be considered
c. The Offer and Acceptance document shall be returned with the submittal with an original blueink
signature by a person authorized to.sign the.Off6r. Pricing documents and other documents which
require information to be filled in must be done in,ink, typewritten or computer printed. No bids.will
be accepted if pencil is used. Erasures, interlineations, or other. modifications in the bid shall be
initialed in original blue ink by the authorized person signing "the .bid.
d. It is the Bidder's responsibility to obtain a copy of any addenda relevant to this solicitation. Failure to
submit addenda with the solicitation response may be grounds for deeming a bid non-responsive.
e. Bids shall be submitted in a sealed envelope provided by the Bidder, and should include the BiddePs
name, address and solicitation number on outside of the sealed envelope/package.
E Periods of time, stated as a number -of days, shall be calendar days.
g. It is the responsibility of the Bidder to submit the bid at the.place and by the time provided in the
soficitation.
h. Negligence in preparing a bid confers no right of withdrawal after the due date and time of the bid. No
bid shall be altered, amended, or withdrawn after the specified offer due date and time.
i. Offers shall include all costs as described and indicated by the specifications. The City is exempt from
Federal Excise Tax, including the Federal Transportation Tax. Sales tax, if any, shall be indicated as
a separate item.
j. If price is a consideration, and in case of error in the extension of prices in the bid, the unit price shall
govern.
k. The City shall not reimburse the cost of developing, presenting, or providing any.responses to this
solicitation. Bids submitted for consideration should be prepared simply and economically, providing
adequate information in a straightforward and concise manner.
1. Bidder shall submit one (1) original, marked "original" and three (3) copies of their bid with their
submittal. Offers shall be submitted single -sided.
SoGdration Nc:IFS 18-4140 1 w .g000yeaw.gov I -Page 3 of 71
2. SERIAL NUMBERS
Bids shall l'be for equipment on which the original manufacturer's serial ;number, if applicable. has not been
altered in any way. Throughout the contract term; the•Cityreserves the right to reject any altered
equipment.
3. BRAND NAMES
Any manufacturers names. trade names, brand names, or catalog numbers used in the specifications are
for the purposes of descnbing.and establishing the quality level, design and performance desired. Such
references arenotintended to limit or restrict bidding by other vendors; but intended to -establish the
quality, design or .performance which is desired. Any.Bidder which proposes equal or.greaterquality,
design or perfoimance maybe considered. The city has the sole authority to acceptor reject any like items.
A. SUBSTITUTIONS OR EXCEPTIONS
The City reserves the option to norconsider bids, for, award if the Bidder' i) takes, any exception to the
specifications and the City does not agree or accept the proposed changes; of ii) proposes a unit which does.
not meet the City's specifications exactly and the Bidder does not additionally propose the specified unit
prior to bid opening, and the City rejects the alternative identified.
5. DESCRIPTIVE LITERATURE
All bidders shall include complete manufacturer's descriptive literature regarding the equipment and goods
they propose to furnish. Litemtuie shall be suffitiientin detail"in order to allow full and fair evaluation of
the bid submitted. Failure to include this information may result may resulrin the bid being rejected.
6. PREPARATION OF SPECIFICATIONS BY PERSONS OTHER'THAN CITY PERSONNEL
MI specifications shall seek to promote overall economy for the purposes intended and encourage
competitionand not be unduly restrictive in,satisfyirig the City's needs: No,person preparing specifications
shall receive any direct or indirect benefit from the utilization of specifications, other than fees paid for the
preparation of specifications.
7. INQUIRIES
Any questions related to the.solickation shall be directed to the responsible Procurement Specialist whose
name appears on the front page via email only. The Bidder shall not contact or ask questions of other City
staff or the City department for which the requiiement is being proctired. Any correspondence related to
a solicitation should refer to the solicitation number, page, and paragraph number. All questions must be
submitted no later than the close of business seven (7) calendar days after pre-bid conference:
8. PRE -BH) CONFERENCE
A.Pre43id Conference will be held. Attendance at the scheduled Pre -Bid Conferences is not mandatory.
The date; time and location of,the conference are indicated on the cover page of this document. The
purpose of this conference will be to clarifythrcontents of this solicitation in order to•prevent any
misunderstanding of the City's position. 'Any doubt as to the, requirements of this.solicitation or any
apparent omission or discrepancy should be presented to the City at this conference. 'The City will then
determine if any action is necessary and mayissue"a written amendment to the solicitation. Oral statements
or instructions will not constitute an amendment to this solicitation.
Sotidtation No:• IFB 184140 w .goodyearaz.i— Page 4 of 711
Office of Procurement
AT
CITY OF GOODYEAR
196 N. Litchfield Road
P.O. Box 5110
Goodyear, AZ 85338
GO.o eCl
Instructions to Bidders
Phone: 623-882-7834
2. SERIAL NUMBERS
Bids shall l'be for equipment on which the original manufacturer's serial ;number, if applicable. has not been
altered in any way. Throughout the contract term; the•Cityreserves the right to reject any altered
equipment.
3. BRAND NAMES
Any manufacturers names. trade names, brand names, or catalog numbers used in the specifications are
for the purposes of descnbing.and establishing the quality level, design and performance desired. Such
references arenotintended to limit or restrict bidding by other vendors; but intended to -establish the
quality, design or .performance which is desired. Any.Bidder which proposes equal or.greaterquality,
design or perfoimance maybe considered. The city has the sole authority to acceptor reject any like items.
A. SUBSTITUTIONS OR EXCEPTIONS
The City reserves the option to norconsider bids, for, award if the Bidder' i) takes, any exception to the
specifications and the City does not agree or accept the proposed changes; of ii) proposes a unit which does.
not meet the City's specifications exactly and the Bidder does not additionally propose the specified unit
prior to bid opening, and the City rejects the alternative identified.
5. DESCRIPTIVE LITERATURE
All bidders shall include complete manufacturer's descriptive literature regarding the equipment and goods
they propose to furnish. Litemtuie shall be suffitiientin detail"in order to allow full and fair evaluation of
the bid submitted. Failure to include this information may result may resulrin the bid being rejected.
6. PREPARATION OF SPECIFICATIONS BY PERSONS OTHER'THAN CITY PERSONNEL
MI specifications shall seek to promote overall economy for the purposes intended and encourage
competitionand not be unduly restrictive in,satisfyirig the City's needs: No,person preparing specifications
shall receive any direct or indirect benefit from the utilization of specifications, other than fees paid for the
preparation of specifications.
7. INQUIRIES
Any questions related to the.solickation shall be directed to the responsible Procurement Specialist whose
name appears on the front page via email only. The Bidder shall not contact or ask questions of other City
staff or the City department for which the requiiement is being proctired. Any correspondence related to
a solicitation should refer to the solicitation number, page, and paragraph number. All questions must be
submitted no later than the close of business seven (7) calendar days after pre-bid conference:
8. PRE -BH) CONFERENCE
A.Pre43id Conference will be held. Attendance at the scheduled Pre -Bid Conferences is not mandatory.
The date; time and location of,the conference are indicated on the cover page of this document. The
purpose of this conference will be to clarifythrcontents of this solicitation in order to•prevent any
misunderstanding of the City's position. 'Any doubt as to the, requirements of this.solicitation or any
apparent omission or discrepancy should be presented to the City at this conference. 'The City will then
determine if any action is necessary and mayissue"a written amendment to the solicitation. Oral statements
or instructions will not constitute an amendment to this solicitation.
Sotidtation No:• IFB 184140 w .goodyearaz.i— Page 4 of 711
9.
10.
11,
LATE BIDS/MODIFICATIONS/WITHDRAWALS
Bids, modifications of bids, and withdrawals received after the due date and time specified for receipt will
be rejected and returned to the Bidder unopened..A Bidder (or designated representative) may withdraw
their bid via email to the responsible Procurement Specialist any trine prior to the solicitation due date and
time.
PUBLIC RECORD/CONFIDENTIAL LNFORMATION,
All bids submitted in response to this solicitation shall become the property of the City and shall become
a matter of public record available Cur -review, subsequent to the award. If the Bidder believes that any
information provided•throughout the procurement process should be withheld as confidential, it is the
responsibility of the Bidder to submit to the Procurement Manager a statement when the confidential
information is submitted which identifies those items the Bidder believes to be confidential and the legal
reasons) why they are confidential. The Procurement Manager shall review the request for confidentiality
and advise the Bidder in writing if the information will be treated as confidential bythe'City. If the City
receives a public records request for any of the information determined to. be confidential by the
Procurement Manager; the City will use reasonable efforts to give notice to the Bidder prior to the release
of the information.
BID ACCEPTANCE PERIOD
In order to allow for an adequate evaluation„ the City requires a bid in response to this Solicitation to be
valid for one hundred twenty (120) days after the opening time and date.
12. DISCUSSIONS
The City reserves the right to conduct discussions with Bidders for the purpose of eliminating minor
irregularities, informalities, or apparent clerical mistakes in the submittal in order to clarify a bid and assure
full understanding of, and responsiveness to, solicitation requirements.
13. PERSONNEL
It is essential that the Bidder provide adequate experienced personnel, capable of and devoted to the
successful accomplishment of the work to be performed in this Solicitation. The Bidder"agrees that those
persons identified in their submittal shall not be removed or replaced without a written retjuest to and
approval from the City.
14. AWARD OF CONTRACT
a. The contract will be awarded pursuant to the provisions of the City of Goodyear Procurement Code.
Unless the Bidder states otherwise, or unless provided within this solicitation; the City reserves the
right to award by individual line item, by group of line items, nr as a total, whichever is deemed most
advantageous to the City. Notwithstanding any other provision of this solicitation, the Procurement
Manager further reserves the right to i) waive any immaterial defector informality; ii) reject any or all
bids, or portions thereof; iii) reissue the solicitation; or ivi modify or cancel this solicitation.
b. A response to a solicitation is an offer to contract with the City based upon the terms, conditions and
specifications contained in the City's solicitation and the written amendments thereto, if any. If City
Council approval is necessary, bids do not become contracts unless and until they are accepted by the
Solicitation No: (FB 18-4140 w .goodyearaz.gw Page 5 of 71
Office of Procurement
CITY OF GOODYEAR
190 N. Litchfield Road
P.O. Box 5100
Goodyear. AZ 85338
Go�odyea�
Instructions to Bidders
Phone: 623-882-7834
9.
10.
11,
LATE BIDS/MODIFICATIONS/WITHDRAWALS
Bids, modifications of bids, and withdrawals received after the due date and time specified for receipt will
be rejected and returned to the Bidder unopened..A Bidder (or designated representative) may withdraw
their bid via email to the responsible Procurement Specialist any trine prior to the solicitation due date and
time.
PUBLIC RECORD/CONFIDENTIAL LNFORMATION,
All bids submitted in response to this solicitation shall become the property of the City and shall become
a matter of public record available Cur -review, subsequent to the award. If the Bidder believes that any
information provided•throughout the procurement process should be withheld as confidential, it is the
responsibility of the Bidder to submit to the Procurement Manager a statement when the confidential
information is submitted which identifies those items the Bidder believes to be confidential and the legal
reasons) why they are confidential. The Procurement Manager shall review the request for confidentiality
and advise the Bidder in writing if the information will be treated as confidential bythe'City. If the City
receives a public records request for any of the information determined to. be confidential by the
Procurement Manager; the City will use reasonable efforts to give notice to the Bidder prior to the release
of the information.
BID ACCEPTANCE PERIOD
In order to allow for an adequate evaluation„ the City requires a bid in response to this Solicitation to be
valid for one hundred twenty (120) days after the opening time and date.
12. DISCUSSIONS
The City reserves the right to conduct discussions with Bidders for the purpose of eliminating minor
irregularities, informalities, or apparent clerical mistakes in the submittal in order to clarify a bid and assure
full understanding of, and responsiveness to, solicitation requirements.
13. PERSONNEL
It is essential that the Bidder provide adequate experienced personnel, capable of and devoted to the
successful accomplishment of the work to be performed in this Solicitation. The Bidder"agrees that those
persons identified in their submittal shall not be removed or replaced without a written retjuest to and
approval from the City.
14. AWARD OF CONTRACT
a. The contract will be awarded pursuant to the provisions of the City of Goodyear Procurement Code.
Unless the Bidder states otherwise, or unless provided within this solicitation; the City reserves the
right to award by individual line item, by group of line items, nr as a total, whichever is deemed most
advantageous to the City. Notwithstanding any other provision of this solicitation, the Procurement
Manager further reserves the right to i) waive any immaterial defector informality; ii) reject any or all
bids, or portions thereof; iii) reissue the solicitation; or ivi modify or cancel this solicitation.
b. A response to a solicitation is an offer to contract with the City based upon the terms, conditions and
specifications contained in the City's solicitation and the written amendments thereto, if any. If City
Council approval is necessary, bids do not become contracts unless and until they are accepted by the
Solicitation No: (FB 18-4140 w .goodyearaz.gw Page 5 of 71
Office of Procurement
CITY OF GOODYEAR 190 N. Litchiield Road
P.O. Boz 5100
Goodyear, AZ 85338
Instructions to Bidders I Phone:. 623-882-7834
City Council. A contract is formed when written notice of award(s) is provided to the successful
Bidder(s): The Contract has its inception in.the award document, eliminating a formal signing of a
separate contract.
c. In the event the City should receive two or more identical bids, the awardee will be determined by
lottery.
15. BUSINESS REGISTRATION PERMIT
All Bidders' awarded contracts with the City shall be required to obtain a City of Goodyear Business
Registration Permit through the,Goodyear Business Registration Office. For further information call
Finance, Joe Lewandowski at (623) 88277899 or ioe.lewandowski(aleoodvesraz:eov
16, PROTESTS
a: 'Any interested party may protest a solicitation_ issued by the City or the proposed award or the award
of.a City Contract by submitting a request in writing with the Procurement Manager for the City of
Goodyear, with a copy directed to the City Attorney for the City of Goodyear as follows:
Jacque Behrens, CPPB
Procurement Manager
City of Goodyear
P.O. Box 5100
190 North Litchfield Road
Goodyear, AZ 85338
Roric Massey
City Attorney
City of Goodyear
P.O. Box 5100
190 North Litchfield Road_
Goodyear, AZ 85338
It. Writing: All protests must be in writing and shall include the following information:
• The name, address and telephone number of the protester,
• The signature of the protester or its representative;
• The solicitation or contract number:
• A detailed statement of the legal or factual grounds of the protest including copies of relevant
documents; Lind
• The form of relief requested. R3-4-16:01
c. Time Frame: To be considered, protests must be filed during the time frame identified in the
procurement code.
• Protests of a.solicitation must be filed within five (5) days of the first advertising of the
solicitation.
• Protests ofan award must be filed within ten (10) days of the issue date of the Notice of Award
or Notice of Intent to Negotiate and Award.
d. The Procurement Manager is required to notify all interested parties that a protest has been filed.
17. CONFLICT OF INTEREST Offerors shall fully disclose all known and potential conflicts that could
influence or appear to influence their -judgment or the quality of their services.
END OF INSTRUCTIONS TO OFFERORS
SoaauaUon No: IFB 183140 www-goodyearez.9ov Page 6 of 71
SECTION 1.
1.1 "City" means the Citv of Goodvear.
1.2 "City Manager" means the manager of the City of Goodyear or designee.
1.3 "Contract' means this Goods/Scivices Contract and any. attachments referenced herein, fully completed
and executed between the City of Goodyearand the Contractor.
1.4 `Contractor` means the individual, partnership, entity or corporation who, as a result of the competitive
process, is awarded a contract by the City of Goodyear to provide goods and/or services.
1.5 "'Days" means calendar days unless otherwise specified herein:
1.6 "Litigation Expense" means any court filing fee and costs, arbitration'fees or costs, witness fee, arbitration
fees, and each other fee and cost of investigating and defending or asserting any claim for indemnification
under this Contract. including, without limitation, in each case, attorneys' fees, professional fees,
disbursements and each other fee and cost of investigating and defending, appealing or asserting any claim
for indemnification under this Contract.
1.7 "Loss" means any liability, loss, claim, settlement payment, cost and expense, interest, award, judgment,
damages (including punitive damages), diminution in value, fines, fees and penalties or other charge, other
than a litigation expense.
1.8 "Project" "Services" or "Work" means the subject matter of this Contract as more fully set forth in the
attached Scope of Work, which may include delivery of goods and/or services.
1.9 "Subcontractor" means any individual, corporation, company, or other entity who contracts to perform
work or render services or provide goodsto a Contractor or to another subcontractor as part of this
Contract with the City.
SECTION 2. TERM OF CONTRACT
2.1 The term of the contract may be automatically extended to include the warranty period.
2.2 Contractor shall not commence work until Contractor receives a purchase order signed by die City
procurement manager or designee.
SECTION 3. COMPENSATION AND PAYMENTS
3.1 C014PENSATION: Total compensation to be paid under this Contract shall not exceed the purchase order
ammint.
3.2 Contractor shall invoice City on or before the 10th day of each month for, goods and/or services provided
under this contract during the prior mouth. All invoices shall contain itemized hourly fees, unit cost,
extended cost of goods and supporting documentation for all invoiced amounts. Ali invoices to the City
Soadtetbn No: IFB 184140 1 w .goodyeara .gor I Page 7.of 71
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
Li
',M'
P.0; Box 5100
Goodyear, AZ 85338
Goodyear
Standard Terms and Conditions
Phone: 623-882-7534
SECTION 1.
1.1 "City" means the Citv of Goodvear.
1.2 "City Manager" means the manager of the City of Goodyear or designee.
1.3 "Contract' means this Goods/Scivices Contract and any. attachments referenced herein, fully completed
and executed between the City of Goodyearand the Contractor.
1.4 `Contractor` means the individual, partnership, entity or corporation who, as a result of the competitive
process, is awarded a contract by the City of Goodyear to provide goods and/or services.
1.5 "'Days" means calendar days unless otherwise specified herein:
1.6 "Litigation Expense" means any court filing fee and costs, arbitration'fees or costs, witness fee, arbitration
fees, and each other fee and cost of investigating and defending or asserting any claim for indemnification
under this Contract. including, without limitation, in each case, attorneys' fees, professional fees,
disbursements and each other fee and cost of investigating and defending, appealing or asserting any claim
for indemnification under this Contract.
1.7 "Loss" means any liability, loss, claim, settlement payment, cost and expense, interest, award, judgment,
damages (including punitive damages), diminution in value, fines, fees and penalties or other charge, other
than a litigation expense.
1.8 "Project" "Services" or "Work" means the subject matter of this Contract as more fully set forth in the
attached Scope of Work, which may include delivery of goods and/or services.
1.9 "Subcontractor" means any individual, corporation, company, or other entity who contracts to perform
work or render services or provide goodsto a Contractor or to another subcontractor as part of this
Contract with the City.
SECTION 2. TERM OF CONTRACT
2.1 The term of the contract may be automatically extended to include the warranty period.
2.2 Contractor shall not commence work until Contractor receives a purchase order signed by die City
procurement manager or designee.
SECTION 3. COMPENSATION AND PAYMENTS
3.1 C014PENSATION: Total compensation to be paid under this Contract shall not exceed the purchase order
ammint.
3.2 Contractor shall invoice City on or before the 10th day of each month for, goods and/or services provided
under this contract during the prior mouth. All invoices shall contain itemized hourly fees, unit cost,
extended cost of goods and supporting documentation for all invoiced amounts. Ali invoices to the City
Soadtetbn No: IFB 184140 1 w .goodyeara .gor I Page 7.of 71
shall identify the specific item(s) being billed and the Purchase Order number. Items are to be identified
by the name, model number, and/or serial number mosi applicable.
3.3 City shall make every effort to process payments to Contractor within thirty (30) calendar days after the
receipt of a correct and approved invoice, unless a good faith dispute exists to any obligation to pay all or
a portion of the invoice or account.
3.4 PRICE ADJUSTMENT/CONTRACT EXTENSION: The City's Office of Procurement will review fully
documented requests for price increase after -any -contract hasbeen in effect for one (1) year. Any price
increase adjustment will only be made at the time ofcuntract extension and will be a factor in the extension
review process. The Office of Procurement will determine whether the requested price increase or alternate
option is in the best interest of the City. Any price adjustment will be effective upon the.effective date of
the contract extension.
3.5 PRICE REDUCTION: A price reduction may be offered at any time during the term of the contract and
shall become effective upon notice.
3.6 LATE SUBMISSION OF CLAIM BY CONTRACTOR: The City will not honor any invoices or claims
which are tendered one (1) year after the last item of the account accrued.
3.7 ESTIMATED QUANTITIES: Quantities identified in the Solicitation are the City's best estimate and do
not obligate the City to order or accept more than the City's actual requirements during the period of this
Contract as determined by actual needs and availability of appropriate funds. It is expressly understood
and agreed that Contractor is to supply the City with its complete and actual requirements for the contract
period.
3.8 "PRODUCT DISCONTINUANCE: In the event that a product or model identified in the offer is
subsequently discontinued by the manufacturer; the City at its sole discretion may allow the Contractor to
provide a substitute for the discontinued'item. The Contractor shall request permission to substitute a new
produce or model and provide all of the following:'
I: A formal announcement from the manufacturer that the product or model has been discontinued;
2. Documentation from the manufacturer that names the replacement product or model;
3: Documentation that provides clear and convincing evidence that the replacement meets or exceeds all
specifications required by the original solicitation;
4. Documentation that provides clear and convincing evidence that the replacement will be compatible
-with all the functions or uses of the discontinued product or model: and
5. Documentation confirming that the price for the replacement is the same as or less than the discontinued
zroduct or model.
3.9 USAGE REPORT: The Contractor may be required to provide a usage report to the Procuiement Manager.
3.10 DISCOUNTS: Payment discounts will be computed from the date receiving acceptable goods, materials
and/or services or correct invoice, whichever is later to the date payment is mailed.
3.11 NO ADVANCE PAYMENT: Advance payments will not be authorized; payment will be made only for
actual goods or services that have been received.
solicitation No IFB 1&4140 Page 8 of 71
Office Procurement
CITY OF GOODYEAR
Li
190 N. Litchfield Road
_1`11W
P.O. Box 5100
Goodyear, AZ 85338
GOodyeCr
Standard Terms and Conditions
Phone: 623-882-7834
shall identify the specific item(s) being billed and the Purchase Order number. Items are to be identified
by the name, model number, and/or serial number mosi applicable.
3.3 City shall make every effort to process payments to Contractor within thirty (30) calendar days after the
receipt of a correct and approved invoice, unless a good faith dispute exists to any obligation to pay all or
a portion of the invoice or account.
3.4 PRICE ADJUSTMENT/CONTRACT EXTENSION: The City's Office of Procurement will review fully
documented requests for price increase after -any -contract hasbeen in effect for one (1) year. Any price
increase adjustment will only be made at the time ofcuntract extension and will be a factor in the extension
review process. The Office of Procurement will determine whether the requested price increase or alternate
option is in the best interest of the City. Any price adjustment will be effective upon the.effective date of
the contract extension.
3.5 PRICE REDUCTION: A price reduction may be offered at any time during the term of the contract and
shall become effective upon notice.
3.6 LATE SUBMISSION OF CLAIM BY CONTRACTOR: The City will not honor any invoices or claims
which are tendered one (1) year after the last item of the account accrued.
3.7 ESTIMATED QUANTITIES: Quantities identified in the Solicitation are the City's best estimate and do
not obligate the City to order or accept more than the City's actual requirements during the period of this
Contract as determined by actual needs and availability of appropriate funds. It is expressly understood
and agreed that Contractor is to supply the City with its complete and actual requirements for the contract
period.
3.8 "PRODUCT DISCONTINUANCE: In the event that a product or model identified in the offer is
subsequently discontinued by the manufacturer; the City at its sole discretion may allow the Contractor to
provide a substitute for the discontinued'item. The Contractor shall request permission to substitute a new
produce or model and provide all of the following:'
I: A formal announcement from the manufacturer that the product or model has been discontinued;
2. Documentation from the manufacturer that names the replacement product or model;
3: Documentation that provides clear and convincing evidence that the replacement meets or exceeds all
specifications required by the original solicitation;
4. Documentation that provides clear and convincing evidence that the replacement will be compatible
-with all the functions or uses of the discontinued product or model: and
5. Documentation confirming that the price for the replacement is the same as or less than the discontinued
zroduct or model.
3.9 USAGE REPORT: The Contractor may be required to provide a usage report to the Procuiement Manager.
3.10 DISCOUNTS: Payment discounts will be computed from the date receiving acceptable goods, materials
and/or services or correct invoice, whichever is later to the date payment is mailed.
3.11 NO ADVANCE PAYMENT: Advance payments will not be authorized; payment will be made only for
actual goods or services that have been received.
solicitation No IFB 1&4140 Page 8 of 71
3.12 FUND APPROPRIATION CONTINGENCY: The Parties recognize that the continuation of any contract
after the close of any given fiscal year of the City of Goodyear, which fiscal year ends on June 30 of each
year, shall be subject to appropriation and allocation of funds by the Goodyear City Council.
3.13 F.O.B. POINT: All prices are to be quoted F.O.B final destination, unless otherwise specified elsewhere in
the solicitation.
3.14 TAXES: Contractor shall be solely responsible for the reporting of any and all tax obligations that may
result from Contractor's performance of this Contract.
SECTION 4. TERNUNAT_I_ON
4.1 TERMINATION FOR CONVENIENCE: City at any time, and for any reason and without cause may
terminate, suspend or abandon any portion, or all, of this Contract at City's convenience. In the event that -
the City terminates; suspends or abandons any part of the services, the City shall provide notice to the
Contractor. Upon receipt of notice, the Contractor shall, unless the notice directs otherwise, immediately
discontintie"further services and placing of orders for materials, facilities and supplies in connection with
the performance of this Agreement.
The Contractor shall appraise the services cumplettxl prior to receiving notice of the termination,
abandonment or suspension and deliver to the City all drawings, specie) provisions, field survey notes,
reports, estimates and any and all other documents or work product generated by the Contractor under the
contract, entirely or partially completed, together with all unused materials supplied by the City.
In the event of termination, abandonment or suspension, Contractor shall be paid for services satisfactorily
performed prior to receipt of such notice including reimbursable expenses then incurred. However, in no
event shall the fee exceed that set forth in Section 4 of this Contract. Contractor -shall not be entitled to any.
claim or claim of lien against Owner for any additional compensation or damages in the event of such
termination and payment.
The City shall make final payment within thirty (30) days after the Contractor has fully complied with the
provisions of Section 5 and Contractor submits a correct and approved final invoice for the fee that has
been agreed to by the Parties.
4.2 Any attempt to represent any material andior service not specifically awarded as being under contract with
the City of Goodyear is a violation of the contract and the City of Goodyear Procurement Code. Any such
action is subject to the legal and contractual remedies available to the City inclusive of, but not limited to,
contract cancellation, suspension and/or debarment of the Contractor.
SECTION 5: RISK OF LOSS AND LIABILITY
5.1 INDEMNIFICATION: Unless a federal and state.statute that expressly prohibits such indemnification.
Contractor shall defend, indemnify, save and hold harmless the City of Goodyear, its officials, directors;
officers, employees, agents, and representatives (hereinafter referred to as "indemnitee") at all times after
the,date of this Contract from and against any and all Claims, caused by, relating to, arising out of, or
alleged to have resulted from, in whole or in part, any negligent, reckless or intentional acts, errors, fault,
mistakes, omissions, work, goods or service of the Contractor, its directors, officers, employees, agents;
Soadtation No: IFS 18-4i40 I w .goodyearaz.gw I Page 9 or
CITY OF GOODYEAR
Office of Procurement
190 N:IrtchfieidRaad
',,''
P.O. Bos 5100
Goodyear, AZ 85338
cma
Goadyebr
Standard Terms and Conditions
Phone: 623-882-7834
3.12 FUND APPROPRIATION CONTINGENCY: The Parties recognize that the continuation of any contract
after the close of any given fiscal year of the City of Goodyear, which fiscal year ends on June 30 of each
year, shall be subject to appropriation and allocation of funds by the Goodyear City Council.
3.13 F.O.B. POINT: All prices are to be quoted F.O.B final destination, unless otherwise specified elsewhere in
the solicitation.
3.14 TAXES: Contractor shall be solely responsible for the reporting of any and all tax obligations that may
result from Contractor's performance of this Contract.
SECTION 4. TERNUNAT_I_ON
4.1 TERMINATION FOR CONVENIENCE: City at any time, and for any reason and without cause may
terminate, suspend or abandon any portion, or all, of this Contract at City's convenience. In the event that -
the City terminates; suspends or abandons any part of the services, the City shall provide notice to the
Contractor. Upon receipt of notice, the Contractor shall, unless the notice directs otherwise, immediately
discontintie"further services and placing of orders for materials, facilities and supplies in connection with
the performance of this Agreement.
The Contractor shall appraise the services cumplettxl prior to receiving notice of the termination,
abandonment or suspension and deliver to the City all drawings, specie) provisions, field survey notes,
reports, estimates and any and all other documents or work product generated by the Contractor under the
contract, entirely or partially completed, together with all unused materials supplied by the City.
In the event of termination, abandonment or suspension, Contractor shall be paid for services satisfactorily
performed prior to receipt of such notice including reimbursable expenses then incurred. However, in no
event shall the fee exceed that set forth in Section 4 of this Contract. Contractor -shall not be entitled to any.
claim or claim of lien against Owner for any additional compensation or damages in the event of such
termination and payment.
The City shall make final payment within thirty (30) days after the Contractor has fully complied with the
provisions of Section 5 and Contractor submits a correct and approved final invoice for the fee that has
been agreed to by the Parties.
4.2 Any attempt to represent any material andior service not specifically awarded as being under contract with
the City of Goodyear is a violation of the contract and the City of Goodyear Procurement Code. Any such
action is subject to the legal and contractual remedies available to the City inclusive of, but not limited to,
contract cancellation, suspension and/or debarment of the Contractor.
SECTION 5: RISK OF LOSS AND LIABILITY
5.1 INDEMNIFICATION: Unless a federal and state.statute that expressly prohibits such indemnification.
Contractor shall defend, indemnify, save and hold harmless the City of Goodyear, its officials, directors;
officers, employees, agents, and representatives (hereinafter referred to as "indemnitee") at all times after
the,date of this Contract from and against any and all Claims, caused by, relating to, arising out of, or
alleged to have resulted from, in whole or in part, any negligent, reckless or intentional acts, errors, fault,
mistakes, omissions, work, goods or service of the Contractor, its directors, officers, employees, agents;
Soadtation No: IFS 18-4i40 I w .goodyearaz.gw I Page 9 or
representatives, or any tier of subcontractors or any other person for whose acts, errors, fault, mistakes
omissions, work, goods or service the Contractor may be legally liable in the performance of this Contract.
The Indemnification provided hereunder shall extend to Claims arising out of; or recovered under. Arizona's
Workers' Compensation Law or the failure of Contractor to conform to any applicable and appropriate
federal; state, or local law, statute, ordinance; rule, regulation or -court decree. It is the specific intention of
the Parties that the Indemnitee shall, in all instances, except for Claims arising solely from the negligent or
willful acts or omissions of the Indemnitee; be indemnified by Contractor from and "against any` and all
Claims. It is agreed that the Contractor will be responsible for primary loss investigation, defense and
judgment costs where this indemnification is applicable.
In consideration of the award of this contract; Contractor agrees to waive all rights of subrogation against
Indemnitee for Claims arising from the work performed by Contractor, its directors, officers, employees,
agents; representatives, or any tier of subcontractors pursuant to this Contract. This indemnification
provision shall survive the expiration or earlier termination of this Contract.
For purposes of this Indemnification provision the term Claims shall mean claims, suits, actions,'demands,
proceedings, losses, settlement payments, disbursements, expenses, and damages of every kind and
description (including but not limited to costs,interest, awards, judgments; diminution in value, fines,
penalties orother charges, reasonable attomeys' fees, other professionals' fees, court filing fees and costs,
arbitration fees, wimess'fees, and each other fee and cost of investigating and defending; negotiating,
appealing or asserting any claim for indemnification under this, Contract) (collectively referred to
"Litigation Expenses").
5.2 INDEMNIFICATION — PATENT, COPYRIGHT AND TRADEMARK: The Contractor shall indemnify
and hold harmless the City against any liability, including costs and expenses, for infringement of any
patent, copyright or trademark or other proprietary rights of any third parties arising out of contract
performance or use by the City of'materials furnished or Services performed under this Contract. The
Contractor agrees upon receipt of notification to promptly assume full responsibility for the defense of any
claim, suit or proceeding which is, has been, or may be brought against the City and its agents for alleged
infringement; as well as for the alleged unfair competition resulting from similarity in design, trademark or
appearance of goods by reason of the use or sale of any goods, furnished under this Contract and the
Contractor further agrees to indemnify the City against any and all expenses, losses, royalties; profits and
damages including courts costs and attorney's fees resulting from the bringing of such suit or proceedings
including any settlement or decree of judgment entered therein. The City may be represented by and
actively participate through its own counsel in such suit or proceedings, it is so desires. It is expressly
agreed by the Contractor that these covenants are irrevocable and perpetual.
5.3 TITLE AND RISK OF LOSS: The title and risk of loss of material or services shall not pass to the City
until the City actually receives and accepts the materials or services at the point of delivery,. and such loss,
injury or destruction shall not release the Contractor -from any obligation hereunder.
5.4 ACCEPTANCE: All materials or services are subject to final inspection and acceptance by the. City.
Materials or services failing to conforrti to the specifications of this Contract shall be held at Contractor's
risk and may be returned to the Contractor, if returned, all costs are the responsibility of the Contractor.
The City may elect to do any or all of the.following:.a) Waive the. non-conformance; b) Stop the work
immediately; c) Bring materials into compliance; and/or d) Terminate the Contract and seek all remedies
available in law and inequity. This shall be accomplished by a written determination by the City.
•Soliciteaon No: IFB 184140 1 w .goodyeanm.gov I Page 10 of 71
CITY OF GOODYEAR
Office Li Procurement
19 .
190 N. Litchfield Road
P.O. Box 5100
Goodyear. AZ 85338'
Goodyear
Standard Terms and Conditions
Phone: 623-362-7834
representatives, or any tier of subcontractors or any other person for whose acts, errors, fault, mistakes
omissions, work, goods or service the Contractor may be legally liable in the performance of this Contract.
The Indemnification provided hereunder shall extend to Claims arising out of; or recovered under. Arizona's
Workers' Compensation Law or the failure of Contractor to conform to any applicable and appropriate
federal; state, or local law, statute, ordinance; rule, regulation or -court decree. It is the specific intention of
the Parties that the Indemnitee shall, in all instances, except for Claims arising solely from the negligent or
willful acts or omissions of the Indemnitee; be indemnified by Contractor from and "against any` and all
Claims. It is agreed that the Contractor will be responsible for primary loss investigation, defense and
judgment costs where this indemnification is applicable.
In consideration of the award of this contract; Contractor agrees to waive all rights of subrogation against
Indemnitee for Claims arising from the work performed by Contractor, its directors, officers, employees,
agents; representatives, or any tier of subcontractors pursuant to this Contract. This indemnification
provision shall survive the expiration or earlier termination of this Contract.
For purposes of this Indemnification provision the term Claims shall mean claims, suits, actions,'demands,
proceedings, losses, settlement payments, disbursements, expenses, and damages of every kind and
description (including but not limited to costs,interest, awards, judgments; diminution in value, fines,
penalties orother charges, reasonable attomeys' fees, other professionals' fees, court filing fees and costs,
arbitration fees, wimess'fees, and each other fee and cost of investigating and defending; negotiating,
appealing or asserting any claim for indemnification under this, Contract) (collectively referred to
"Litigation Expenses").
5.2 INDEMNIFICATION — PATENT, COPYRIGHT AND TRADEMARK: The Contractor shall indemnify
and hold harmless the City against any liability, including costs and expenses, for infringement of any
patent, copyright or trademark or other proprietary rights of any third parties arising out of contract
performance or use by the City of'materials furnished or Services performed under this Contract. The
Contractor agrees upon receipt of notification to promptly assume full responsibility for the defense of any
claim, suit or proceeding which is, has been, or may be brought against the City and its agents for alleged
infringement; as well as for the alleged unfair competition resulting from similarity in design, trademark or
appearance of goods by reason of the use or sale of any goods, furnished under this Contract and the
Contractor further agrees to indemnify the City against any and all expenses, losses, royalties; profits and
damages including courts costs and attorney's fees resulting from the bringing of such suit or proceedings
including any settlement or decree of judgment entered therein. The City may be represented by and
actively participate through its own counsel in such suit or proceedings, it is so desires. It is expressly
agreed by the Contractor that these covenants are irrevocable and perpetual.
5.3 TITLE AND RISK OF LOSS: The title and risk of loss of material or services shall not pass to the City
until the City actually receives and accepts the materials or services at the point of delivery,. and such loss,
injury or destruction shall not release the Contractor -from any obligation hereunder.
5.4 ACCEPTANCE: All materials or services are subject to final inspection and acceptance by the. City.
Materials or services failing to conforrti to the specifications of this Contract shall be held at Contractor's
risk and may be returned to the Contractor, if returned, all costs are the responsibility of the Contractor.
The City may elect to do any or all of the.following:.a) Waive the. non-conformance; b) Stop the work
immediately; c) Bring materials into compliance; and/or d) Terminate the Contract and seek all remedies
available in law and inequity. This shall be accomplished by a written determination by the City.
•Soliciteaon No: IFB 184140 1 w .goodyeanm.gov I Page 10 of 71
5.5 LOSS OF MATERIALS: The City does not assume any responsibility, at any time, for the protection of
or for the loss of materials, from the execution of this Contract until the final acceptance of the work by the
City.
5.6 DEFAULT IN ONE INSTALLMENT TO CONSTITUTE TOTAL.BREACH: Contractor shall deliver
conforming materials in each installment of lot of this Contract and may not substitute nonconforming
materials and/or services. Delivery of nonconforming materials or a default of any nature, at the option of
the City, sball.constitute a'breach of the Contract as a whole.
5.7 SHIPMENT UNDER RESERVATION PROHIBITED: Contractor isnot authorized -to ship goods or
perform services under reservation; and no tender of an invoice or bill of lading will operate as a tender of
the goods or services.
5.8 WORK PERFORMED AT CONTRACTOR'S RISK: Contractor shall take all precautions reasonably
necessary and shall be responsible for -the safety of its employees, agents and subcontractors in the
performance, ofthe work hereunder and shall utilize all protections.reasonably necessary for that purpose.
All work shall be done at Contractor's _own risk, and -Contractor shallbe responsible for any loss of or
damage to materials, tools, or other articles used br held for use in connection with the work.,
5.9 SAFETY STANDARDS: All items supplied pursuant to,this Contract shall comply with the current
applicable Occupational Safety and Health Standards of the State of Arizona Industrial Commission, the
National Electric Code, and the National Fire Protection Association Standards.
5.10 PROJECT STAFFING: Prior to the start of any Services under this Contract, the Contractor shall submit
to the City detailed resumes of key personnel that will be involved in performing Services ,pi°escribed in the.
Contract for review and approval. At any time hereafter that the Contractor desires to change key personnel
while performing under the Scope, the Contractor shall submit the qualifications of the new personnel to
the City for prior approval. Key personnel include but are .not limited to the Contractor's
principal -in -charge, project manager, project designer, project architect, system architect, system manager
and system engineer.
The Contractor will maintain an adequate and competent staff of qualified persons throughout the
performance of this Contract as necessary for acceptable and timely completion of the services. If the City
objects, with reasonable cause, to any of the Contractor's staff, the Contractor shall take prompt corrective
action; and, if required, remove such personnel from the Project and replace them with the new personnel
agreed to by the City.
5.11 SUBCONTRACTORS: Prior to beginning the work, the Contractor shall furnish the City for approval. the
names of subcontractors to be used on this Project. Any subsequent changes are subjeq to the approval'of
the City:
5:12 DAMAGE TO CITY PROPERTY: Contractor shall perform all work so that no damage to any City
buildings or property results. Contractor shall repair any damage caused to the satisfaction of the City at
no cost to.the City. Contractor shall tike care to'avoid damage to adjacent finished materials that are to
remain. If finished materials -are damaged, Contractor shall repair and finish in a manner which matches
existing material as approved by the City at the Contractor's expense.
Soadtation No: IFB 18-4140 1 w .goodyearaz.gov I Page 11 o171
CITY OF GOODYEARLitchfield
Office Procurement
190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Goodyear
Standard Terms and Conditions
Phone: 623-882-7834
5.5 LOSS OF MATERIALS: The City does not assume any responsibility, at any time, for the protection of
or for the loss of materials, from the execution of this Contract until the final acceptance of the work by the
City.
5.6 DEFAULT IN ONE INSTALLMENT TO CONSTITUTE TOTAL.BREACH: Contractor shall deliver
conforming materials in each installment of lot of this Contract and may not substitute nonconforming
materials and/or services. Delivery of nonconforming materials or a default of any nature, at the option of
the City, sball.constitute a'breach of the Contract as a whole.
5.7 SHIPMENT UNDER RESERVATION PROHIBITED: Contractor isnot authorized -to ship goods or
perform services under reservation; and no tender of an invoice or bill of lading will operate as a tender of
the goods or services.
5.8 WORK PERFORMED AT CONTRACTOR'S RISK: Contractor shall take all precautions reasonably
necessary and shall be responsible for -the safety of its employees, agents and subcontractors in the
performance, ofthe work hereunder and shall utilize all protections.reasonably necessary for that purpose.
All work shall be done at Contractor's _own risk, and -Contractor shallbe responsible for any loss of or
damage to materials, tools, or other articles used br held for use in connection with the work.,
5.9 SAFETY STANDARDS: All items supplied pursuant to,this Contract shall comply with the current
applicable Occupational Safety and Health Standards of the State of Arizona Industrial Commission, the
National Electric Code, and the National Fire Protection Association Standards.
5.10 PROJECT STAFFING: Prior to the start of any Services under this Contract, the Contractor shall submit
to the City detailed resumes of key personnel that will be involved in performing Services ,pi°escribed in the.
Contract for review and approval. At any time hereafter that the Contractor desires to change key personnel
while performing under the Scope, the Contractor shall submit the qualifications of the new personnel to
the City for prior approval. Key personnel include but are .not limited to the Contractor's
principal -in -charge, project manager, project designer, project architect, system architect, system manager
and system engineer.
The Contractor will maintain an adequate and competent staff of qualified persons throughout the
performance of this Contract as necessary for acceptable and timely completion of the services. If the City
objects, with reasonable cause, to any of the Contractor's staff, the Contractor shall take prompt corrective
action; and, if required, remove such personnel from the Project and replace them with the new personnel
agreed to by the City.
5.11 SUBCONTRACTORS: Prior to beginning the work, the Contractor shall furnish the City for approval. the
names of subcontractors to be used on this Project. Any subsequent changes are subjeq to the approval'of
the City:
5:12 DAMAGE TO CITY PROPERTY: Contractor shall perform all work so that no damage to any City
buildings or property results. Contractor shall repair any damage caused to the satisfaction of the City at
no cost to.the City. Contractor shall tike care to'avoid damage to adjacent finished materials that are to
remain. If finished materials -are damaged, Contractor shall repair and finish in a manner which matches
existing material as approved by the City at the Contractor's expense.
Soadtation No: IFB 18-4140 1 w .goodyearaz.gov I Page 11 o171
5.13 FORCE MAJEURE: Neither Party shall be in default by reason of any failure, in peiformance of this
Contract, if such failure arises out of causes beyond their reasonable control and without the fault or
negligence of said Party including, unforeseeable Acts of God: terrorism or other acts of public enemy, war
and epidemics or quarantine restrictions.
If either Party is delayed at any time in the progress of the Work by force majeure, the delayed Parry shall
notify the other Party in writing of such delay, as soon as is practical, of the commencement thereof and
shall specify the causes of such delay in the notice. The notice shall be hand -delivered or mailed certified -
return receipt and,shall make.a specific reference to this provision. The'delayed Party shallcause such
delay to cease as soon as practicable and shall notify the other party in writing'when it has done so. The
time of completion shall be extended by contract modification for a period of time equal to the time that
results or effects of such delay prevent the delayed Party from performing in accordance with this contract.
SECTION 6. CONTRACT INTERPRETATION
6:1 DISPUTES GOVERNING LAW, ATTORNEY FEES: Should any dispute, misunderstanding or conflict
arise as to the terms of provisions contained in this Contract, the matter shall first be referred to the City,
and the City shall determine the termor provision's true intent and meaning.
This Contract shall be deemed to be made under, shall be construed in accordance with, and -shall be
governed by the laws of the State of Arizona, without regard to choice of law or conflicts of laws principles
thereof. Any action arising out of this Contract shall be commenced and maintained in the Superior Court
of the State of Arizona in and for the County of Maricopa. The prevailing Party shall be reimbursed by the
other Party for all attorney fees and all costs and expenses; including but not limitedtoall service of process,
filing fees, court and court report costs, investigative costs, and expert witness fees which are incurred in
any legal proceeding whatsoever arising out of this Contract, including, bankruptcy, arbitration, declaratory
relief or other litigation, including appeals or rehearing.
6.2 PROVISIONS REOUiRED BYLAW: Each and every provision of law and any, clause required by federal,
state or local law to be in this Contract shall -be read and enforced as though it were included herein and if
through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon the
application of ether Party the Contract shall forthwith be physically amended to make such insertion or
correction.
6.3 PAROL EVIDENCE: This Contract is intended by the parties as a final expression of their agreement and
is intended also as a complete and exclusive statement of the terms of this agreement.. No course of prior
dealings between the parries and no usage in trade shall be relevant to contradict, supplement or explain
any term used in this Contract.
6.4 SEVERABILITY: If any provision in this Contract or the application thereof to any person or circumstance
shall be invalid, illegal or unenforceable to any extent;,the remainder of this Contract and the application
thereof shall not be affected and shall be enforceable to the fullest extent permitted by law.
6.5 CONTRACT ORDER OF PRECEDENCE: In the event of a conflict in the provisions of the Contract, as
accepted by the City and as they may be amended, the following shall prevail in the order set forth below:
I. Special Terms and Conditions
2. Standard Terms and Conditions
Solldtaaon Nn: IFB 184140 1 -w .goedyear .gov I Page 12 of 71
Office Prow
CITY OF GOODYEAR
190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
L9yffGoodyear
Standard Terms and"Conditions
Phone: 623-882-7834
5.13 FORCE MAJEURE: Neither Party shall be in default by reason of any failure, in peiformance of this
Contract, if such failure arises out of causes beyond their reasonable control and without the fault or
negligence of said Party including, unforeseeable Acts of God: terrorism or other acts of public enemy, war
and epidemics or quarantine restrictions.
If either Party is delayed at any time in the progress of the Work by force majeure, the delayed Parry shall
notify the other Party in writing of such delay, as soon as is practical, of the commencement thereof and
shall specify the causes of such delay in the notice. The notice shall be hand -delivered or mailed certified -
return receipt and,shall make.a specific reference to this provision. The'delayed Party shallcause such
delay to cease as soon as practicable and shall notify the other party in writing'when it has done so. The
time of completion shall be extended by contract modification for a period of time equal to the time that
results or effects of such delay prevent the delayed Party from performing in accordance with this contract.
SECTION 6. CONTRACT INTERPRETATION
6:1 DISPUTES GOVERNING LAW, ATTORNEY FEES: Should any dispute, misunderstanding or conflict
arise as to the terms of provisions contained in this Contract, the matter shall first be referred to the City,
and the City shall determine the termor provision's true intent and meaning.
This Contract shall be deemed to be made under, shall be construed in accordance with, and -shall be
governed by the laws of the State of Arizona, without regard to choice of law or conflicts of laws principles
thereof. Any action arising out of this Contract shall be commenced and maintained in the Superior Court
of the State of Arizona in and for the County of Maricopa. The prevailing Party shall be reimbursed by the
other Party for all attorney fees and all costs and expenses; including but not limitedtoall service of process,
filing fees, court and court report costs, investigative costs, and expert witness fees which are incurred in
any legal proceeding whatsoever arising out of this Contract, including, bankruptcy, arbitration, declaratory
relief or other litigation, including appeals or rehearing.
6.2 PROVISIONS REOUiRED BYLAW: Each and every provision of law and any, clause required by federal,
state or local law to be in this Contract shall -be read and enforced as though it were included herein and if
through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon the
application of ether Party the Contract shall forthwith be physically amended to make such insertion or
correction.
6.3 PAROL EVIDENCE: This Contract is intended by the parties as a final expression of their agreement and
is intended also as a complete and exclusive statement of the terms of this agreement.. No course of prior
dealings between the parries and no usage in trade shall be relevant to contradict, supplement or explain
any term used in this Contract.
6.4 SEVERABILITY: If any provision in this Contract or the application thereof to any person or circumstance
shall be invalid, illegal or unenforceable to any extent;,the remainder of this Contract and the application
thereof shall not be affected and shall be enforceable to the fullest extent permitted by law.
6.5 CONTRACT ORDER OF PRECEDENCE: In the event of a conflict in the provisions of the Contract, as
accepted by the City and as they may be amended, the following shall prevail in the order set forth below:
I. Special Terms and Conditions
2. Standard Terms and Conditions
Solldtaaon Nn: IFB 184140 1 -w .goedyear .gov I Page 12 of 71
3. Specifications
4. Fee Schedule
5, Attachments
6. Exhibits
7. Invitation to Bid, Instructions to Bidders and other documents referenced or included.
6.6 INTEGRATION: This Contract contains the full agreement of the parties hereto. .Any prior or
contemporaneous written or oral agreement between the parties regarding the subject matter hereof is
merged and superseded hereby.
6.7 INDEPENDENT CONTRACTOR: Each Party will act in its individual capacity and not as an agent,
employee, partner, joint venture, or associate of the other. An employee or agent of one Party shall not be
deemed or construed to be the employee or agent of the other for any purpose whatsoever.. The Contractor
is.advised that taxes or Social Security payments will not be withheld from•any City payments issued
hereunder and that the Contractor should make arrangements to directly pay such expenses, if any.
6.8 NON -WAIVER MONIES DUE:The City of Goodyear as a public entity supported by tax monies, in
execution of its public trust, cannot agree to waive any lawful or legitimate right to recover monies lawfully
.due it: Therefore, Contractor agrees that it will not insist upon or demand any statement whereby the City
agrees to limit in advance or waive any right the City might have to recover actual lawful damages in -any
court of law under applicable'Arizona law.
6.9 AMBIGUITIES NOT HELD AGAINST DRAFTER: This Contract having been freely and voluntarily
negotiated by all parties and the rule ofcontract construction that ambiguities, if any, in any teras or condition
of an agreement are held against the drafter of the agreement is not applicable to this Contract
6.10 NON -WAIVER CONTRACT PROVISION: The failure of either Party to enforce any of the provisions of
this Contract or to require performance of the other Party of any of the provisions hereof shall not be
construed to be a waiver of such provisionsi nor shall it affect the validity of this Contract or any part thereof,
or the right of either Party to thereafter enforce each and every provision.
6.11 COOPERATION AND FURTHER DOCUMENTATION: The Contractoragrees to provide the City all
duly executed documents as shall be reasonably requested by the City to implement the. intent of this
.Contract.
SECTION 7: CONTRACT ADMINISTRATION AND OPERATION
7.1 WORK PRODUCT. EQUIPMENT AND MATERIALS: All work product, equipment, or materials
created or purchased under this Contract are considered the sole property of the City and must be delivered
to the City upon termination, abandonment of the Contractor final payment to the Contractor and shall not
be used or released by the Contractor without prior authorization from the.City. Work product includes,
but is not limited to, plans, specifications, cost estimates, tracings, studies, design analyses, original Mylar
drawings, computer aided drafting and design (CARD) file, computer disks and/or other electronic records
and media. Contractor agrees that all materials prepared trader this Contract are' -works for hire" within the
meaning of the copyright laws of the United States and assigns to City all right and interest Contractor
may have in the materials it prepares under this Contract, including any right to derivative rise of the
SoGdtation No: IFB.18-4140 w .goodyearaz.gov Page 13 of 71
Office Procurement
CITY OF GOODYEAR
Li
190 N. Litchfield Road
P.O. Box 5100
Goodyear. AZ 85338
r
Standard Terms and,Conditions
Phone: 623-882-7834
3. Specifications
4. Fee Schedule
5, Attachments
6. Exhibits
7. Invitation to Bid, Instructions to Bidders and other documents referenced or included.
6.6 INTEGRATION: This Contract contains the full agreement of the parties hereto. .Any prior or
contemporaneous written or oral agreement between the parties regarding the subject matter hereof is
merged and superseded hereby.
6.7 INDEPENDENT CONTRACTOR: Each Party will act in its individual capacity and not as an agent,
employee, partner, joint venture, or associate of the other. An employee or agent of one Party shall not be
deemed or construed to be the employee or agent of the other for any purpose whatsoever.. The Contractor
is.advised that taxes or Social Security payments will not be withheld from•any City payments issued
hereunder and that the Contractor should make arrangements to directly pay such expenses, if any.
6.8 NON -WAIVER MONIES DUE:The City of Goodyear as a public entity supported by tax monies, in
execution of its public trust, cannot agree to waive any lawful or legitimate right to recover monies lawfully
.due it: Therefore, Contractor agrees that it will not insist upon or demand any statement whereby the City
agrees to limit in advance or waive any right the City might have to recover actual lawful damages in -any
court of law under applicable'Arizona law.
6.9 AMBIGUITIES NOT HELD AGAINST DRAFTER: This Contract having been freely and voluntarily
negotiated by all parties and the rule ofcontract construction that ambiguities, if any, in any teras or condition
of an agreement are held against the drafter of the agreement is not applicable to this Contract
6.10 NON -WAIVER CONTRACT PROVISION: The failure of either Party to enforce any of the provisions of
this Contract or to require performance of the other Party of any of the provisions hereof shall not be
construed to be a waiver of such provisionsi nor shall it affect the validity of this Contract or any part thereof,
or the right of either Party to thereafter enforce each and every provision.
6.11 COOPERATION AND FURTHER DOCUMENTATION: The Contractoragrees to provide the City all
duly executed documents as shall be reasonably requested by the City to implement the. intent of this
.Contract.
SECTION 7: CONTRACT ADMINISTRATION AND OPERATION
7.1 WORK PRODUCT. EQUIPMENT AND MATERIALS: All work product, equipment, or materials
created or purchased under this Contract are considered the sole property of the City and must be delivered
to the City upon termination, abandonment of the Contractor final payment to the Contractor and shall not
be used or released by the Contractor without prior authorization from the.City. Work product includes,
but is not limited to, plans, specifications, cost estimates, tracings, studies, design analyses, original Mylar
drawings, computer aided drafting and design (CARD) file, computer disks and/or other electronic records
and media. Contractor agrees that all materials prepared trader this Contract are' -works for hire" within the
meaning of the copyright laws of the United States and assigns to City all right and interest Contractor
may have in the materials it prepares under this Contract, including any right to derivative rise of the
SoGdtation No: IFB.18-4140 w .goodyearaz.gov Page 13 of 71
materials. Contractor shall place the professional seal of Contractor on all plans and documents prepared
in the performance of this Contract.
7.2 CONFIDENTIALITY AND ENCRYPTION: All data, regardless of form, including originals, images and
reproductions, prepared by, obtained by,.or transmitted to Contractor in connection with this Contract are
confidential; proprietary information owned by the City. Except as specifically provided in this Contract,
the Contractor shall not disclose data generated in the performance of the Service to any third person
without the prior written consent of the City Manager.
Personal identifying information,, financial account information or restricted City information; whether
electronic format or hard copy, are considered confidential information and must be secured and protected
at all times to avoid unauthorized access. At a minimum Contractor shall ensure that all electronic
transmissions of confidential data are encrypted and any cryptographic algorithm implementations used
must have been validated by the National Institute of Standards and Technology (NIST). The use of
proprietary encryption algorithms will not be allowed for any purpose. The export of encryption
technologies is restricted by the U.S. Government.
In the�cvent that data collected or obtained by Contractor in connection with this Contract is believed to
have been compromised, Contractor shall notify the City Attorney immediately. Contractor agrees to
reimburse the City for any'costs incurred by the City to investigate potential breaches of this data and,
where applicable, the cost of notifying individuals who may be impacted by the breach.
Contractor agrees that the requirements of this section shall be incorporated into all subcontractor
agreements enteredinto by the Contractor. It is further agreed that a violation of this section shall be
deemed to cause irreparable harm and justifies injunctive relief in court. A violation of this section may
result in immediate termination of this Contract without further notice. The obligations of Contractor under
this section shall survive the termination of this Contract.
7.3 CONFLICT OF INTERESTI MIRD.PARTIES: Contractor shall provide written notice to the City as set
forth in this section, of any work or Services performed by the Contractor for third parties that, to the extent
that the Contractor is aware, involves or is associated with any real property, or personal property owned or
leased by the City or which may be adverse to the City. Notice shall be given seven (7) days prior to
commencement of the Services by the Contractor for a third party. Written notice and disclosure shall be
sentto:
Rorie Massey; City Attorney
City of Goodyear
190 N. Litchfield Rd
Goodyear, Arizona 85338
Actions that are considered to be adverse to the City include but are not limited to:
1: Using data acquired in connection with this Contract to assist a third party in pursuing administrative
or judicial action against the City;
2. Testifying or providing evidence on behalf of any third party in connection with an administrative or
judicial action against the City, and
3. Using data to produce income for the Contractor, its subcontractors or employees independently of
perforraing the services under this Contract, without the prior written consent of the City.
Soadtaaon Na IFB 18-4140 1 v .goocyear .0ov I Page 14 of 71
Office of Procurement.
CITY OF GOODYEAR
190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Goodyear
Standard Terms and Conditions
Phone: 623-882-7834
materials. Contractor shall place the professional seal of Contractor on all plans and documents prepared
in the performance of this Contract.
7.2 CONFIDENTIALITY AND ENCRYPTION: All data, regardless of form, including originals, images and
reproductions, prepared by, obtained by,.or transmitted to Contractor in connection with this Contract are
confidential; proprietary information owned by the City. Except as specifically provided in this Contract,
the Contractor shall not disclose data generated in the performance of the Service to any third person
without the prior written consent of the City Manager.
Personal identifying information,, financial account information or restricted City information; whether
electronic format or hard copy, are considered confidential information and must be secured and protected
at all times to avoid unauthorized access. At a minimum Contractor shall ensure that all electronic
transmissions of confidential data are encrypted and any cryptographic algorithm implementations used
must have been validated by the National Institute of Standards and Technology (NIST). The use of
proprietary encryption algorithms will not be allowed for any purpose. The export of encryption
technologies is restricted by the U.S. Government.
In the�cvent that data collected or obtained by Contractor in connection with this Contract is believed to
have been compromised, Contractor shall notify the City Attorney immediately. Contractor agrees to
reimburse the City for any'costs incurred by the City to investigate potential breaches of this data and,
where applicable, the cost of notifying individuals who may be impacted by the breach.
Contractor agrees that the requirements of this section shall be incorporated into all subcontractor
agreements enteredinto by the Contractor. It is further agreed that a violation of this section shall be
deemed to cause irreparable harm and justifies injunctive relief in court. A violation of this section may
result in immediate termination of this Contract without further notice. The obligations of Contractor under
this section shall survive the termination of this Contract.
7.3 CONFLICT OF INTERESTI MIRD.PARTIES: Contractor shall provide written notice to the City as set
forth in this section, of any work or Services performed by the Contractor for third parties that, to the extent
that the Contractor is aware, involves or is associated with any real property, or personal property owned or
leased by the City or which may be adverse to the City. Notice shall be given seven (7) days prior to
commencement of the Services by the Contractor for a third party. Written notice and disclosure shall be
sentto:
Rorie Massey; City Attorney
City of Goodyear
190 N. Litchfield Rd
Goodyear, Arizona 85338
Actions that are considered to be adverse to the City include but are not limited to:
1: Using data acquired in connection with this Contract to assist a third party in pursuing administrative
or judicial action against the City;
2. Testifying or providing evidence on behalf of any third party in connection with an administrative or
judicial action against the City, and
3. Using data to produce income for the Contractor, its subcontractors or employees independently of
perforraing the services under this Contract, without the prior written consent of the City.
Soadtaaon Na IFB 18-4140 1 v .goocyear .0ov I Page 14 of 71
cmm
Goociyecr
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Phone: 623-882-7834
Standard Terms and Conditions
The Contractor represents that except for those pentons, entities and projects identified to the City, the
Services. to be performed by the Contractorunder this Contract are not expected tocreate an interest with
any person, entity, or third party project that is or may be adverseto the interests of the City. Tice
Contractor's failure to provide a written notice and disclosure of the information_as set forth in.this section
shall constitute a material breach of Contract.
7.4 CONFLICT AUDff: Within thirty (30) days of being requested to do so, Contractor agrees to provide the
City an itemized summary of any and all gifts a Contractor, its directors, officers; managers, employees,
.agents and/or representatives have made to any City employee during the year prior to the date of the
Contract through the date of the requesi. The summary -shall include the date: the gift was made, a
description of the gill, the City employee(s) that received the gift, and the value of the gift. The summary
shall be signed and its truthfulness certified by Contractor. For purposes of this section the terms "Gift"
means anything of value that is provided to the employee and includesi by way of: example, but not
limitation; meals, free use of vacation homes, low interest or no interest loans; tickets to sporting events;
tickets to charitable events; entertainment expenses, travel expenses, drinks, and the like. The failure to
comply with -any request made pursuant to this.section and/or the submission of a summary that contains
material misrepresentations constitutes grounds for debarment and the refusal to allow Contractor to
participate in any future contracts with the City.
7.5 AUDIT OF RECORDS: Contractor shall retain, and shall contractually require each and every
subcontractor that performs any Work under this Contact to retain all books, accounts, reports, files and
any and all other records relating to the contract (hereinafter referred to as "Contract'Docuvtents") for six
(6) years after completion of the Contract. City, upon written request and at reasonable times; shall have
the right to review, inspect, audit and copy all Contract Documents of the Contractor and any
subcontractors. Contractor shall produce the original Contract Documents at City Hall, currently located
at 190 N. Litchfield Road, Goodyear, Arizona, or at such other City facility within the City as designated
by the City in writing. If approved by City Attorney in writing, photographs, microphotographs, or other
authentic reproductions may be maintained instead of original Contract Documents.
7.6 AUDIT/BILLfNG.AND'EXPENSES: The City reserves the right to request supporting documentation for
all'hourly amounts, cost of goods and reimbursable expenses charged to the City. Such recoils aill.be
subject to audit at any time during the term of this Contract and fora period not to exceed two (2) years
after any amount is billed. Within thirty (30) days of receiving a request, the Contractor will furnish to the
City original invoices to support all charges and complete,payroll records to.support such hourly labor
charges. The City reserves the right to audit any other supporting evidence necessary to substantiate charges
related to this Contract, both direct and indirect costs, including overhead allocations if they apply to hourly
costs associated with this Contract. If requested by the City, the Contractor will provide supporting records
electronically in addition to a hard copy.
If the audit reveals overcharge, the Contractor will reimburse the City upon demand for the amount of such
overcharges plus.interest thereon from the date paid by the City through the date of reimbursement. If the
overcharges exceed 5% of Contractor's compensation, then Contractor shall also'reimburse the City for the
cost of the audit:
The Contractor shall include a similar provision in all of its agreements with subcontractor providing goods
and/or services under.this Contract to ensure the City, its authorized representative, and/or the appropriate
SoticltaWn No: IFS 18-4140 v .gootlyearaz.gov Page 15 of 71
federal agency, has access to the subcontractor records to verify the accuracy of any similar amounts
charged.to the City.
7.7 ADVERTISING: Contractor and all subcontractors shall not advertise or publish new releases concerning
this Contract, goods or services provided to the City without prior written consent of the City Attorney.
7.8 CITY MARKS: The Contractor and all subcontractors shall not use any trade name, trademark, service
mark, or logo of the City (or any name, mark or logo confusingly similar thereto) im any advertising,
promotions, or otherwise, without the City's express prior written consent.
7.9 LICENSES AND PERMITS: Contractor and all subcontractors shall keep current federal, state, and local
licenses "and permits required for the operation of the business conducted by the Contractor as applicable to
this contract.
7.10 E -VERIFY: Contractor and all subcontractors warrant compliance with the a -verify statute, A.R.S. § 23-
214(.4). A breach of this warranty shall be deemed a material breach of this contract, and shall subject this
contract to penalties up to and including termination of the contract. The City retains the right to inspect
the papers and records of any of Contractor's employees or any subcontractor employees working on the
contract to ensure compliance with this requirement. For this section, Contractor shall have the meaning of
Contractor as found in A.R.S. § 41 A401, and subcontractor has the same meaning as found' in A.R.S. § 41-
4401.
7.11 NON-DISCRIM[NATION: Contractor and all subcontractors. will not discriminate against any person on
the basis of race,.color, religion, age, gender, or national origin in the performance of this Contract, and
shall comply with the terms and intent of Title VI of the Civil Rights Act of 1964, P.L. 88-354.
7.12 COMPLIANCE: The Contractor and all subcontractors understand and agree to comply with the
Americans with Disabilities Act, the Immigration Reform and Control Act of 1986 and the Drug Free
Workplace Act of 1989 as amended. The Contractor agrees to comply with these laws and Arizona
Executive Order 2009-09 in performing this Contract and to permit the City to verify such compliance.
7.13 CONTINUATION DURING DISPUTES: Contractor agrees that notwithstanding the existence of any
dispute between the paries, insofar as is possible, under the terms of the contract, the Contractor shall
continue to perform the obligations required of the Contractor during the. continuation of any such dispute
unless enjoined or prohibited by the City or an Arizona Cour of competent jurisdiction.
7.14 COOPERATIVE STATEMENT: This contract shall be for the use of the City of Goodyear. In addition;
eligible political subdivisions and nonprofit educational or public health institutions may also participate at
their discretion. Any eligible agency may elect to participate (piggyback) on this contract if the Contractor
agrees to do so.
7.15 CAPTIONS: The captions used herein are for convenience only and are not a pan of this Contract and do
not in any way limit or amplify the terms and provisions hereof.
7.16 BANKRUPTCY: This Agreement, at the option of the City, shall be terminable in the case of bankruptcy,
voluntary or involuntary, or insolvency of the Contractor.
Solicitation No: IFB 184140 1 w .goodyearaz.gov Page 16 of 71
Office of Procurement
'''
CITY OF GOODYEAR
190 N. Litchfield Road
P.O. Box 5100'
Goodyear, AZ 85338
GMdyear
Standard Terms and Conditions
Phone: 623-882-7834
federal agency, has access to the subcontractor records to verify the accuracy of any similar amounts
charged.to the City.
7.7 ADVERTISING: Contractor and all subcontractors shall not advertise or publish new releases concerning
this Contract, goods or services provided to the City without prior written consent of the City Attorney.
7.8 CITY MARKS: The Contractor and all subcontractors shall not use any trade name, trademark, service
mark, or logo of the City (or any name, mark or logo confusingly similar thereto) im any advertising,
promotions, or otherwise, without the City's express prior written consent.
7.9 LICENSES AND PERMITS: Contractor and all subcontractors shall keep current federal, state, and local
licenses "and permits required for the operation of the business conducted by the Contractor as applicable to
this contract.
7.10 E -VERIFY: Contractor and all subcontractors warrant compliance with the a -verify statute, A.R.S. § 23-
214(.4). A breach of this warranty shall be deemed a material breach of this contract, and shall subject this
contract to penalties up to and including termination of the contract. The City retains the right to inspect
the papers and records of any of Contractor's employees or any subcontractor employees working on the
contract to ensure compliance with this requirement. For this section, Contractor shall have the meaning of
Contractor as found in A.R.S. § 41 A401, and subcontractor has the same meaning as found' in A.R.S. § 41-
4401.
7.11 NON-DISCRIM[NATION: Contractor and all subcontractors. will not discriminate against any person on
the basis of race,.color, religion, age, gender, or national origin in the performance of this Contract, and
shall comply with the terms and intent of Title VI of the Civil Rights Act of 1964, P.L. 88-354.
7.12 COMPLIANCE: The Contractor and all subcontractors understand and agree to comply with the
Americans with Disabilities Act, the Immigration Reform and Control Act of 1986 and the Drug Free
Workplace Act of 1989 as amended. The Contractor agrees to comply with these laws and Arizona
Executive Order 2009-09 in performing this Contract and to permit the City to verify such compliance.
7.13 CONTINUATION DURING DISPUTES: Contractor agrees that notwithstanding the existence of any
dispute between the paries, insofar as is possible, under the terms of the contract, the Contractor shall
continue to perform the obligations required of the Contractor during the. continuation of any such dispute
unless enjoined or prohibited by the City or an Arizona Cour of competent jurisdiction.
7.14 COOPERATIVE STATEMENT: This contract shall be for the use of the City of Goodyear. In addition;
eligible political subdivisions and nonprofit educational or public health institutions may also participate at
their discretion. Any eligible agency may elect to participate (piggyback) on this contract if the Contractor
agrees to do so.
7.15 CAPTIONS: The captions used herein are for convenience only and are not a pan of this Contract and do
not in any way limit or amplify the terms and provisions hereof.
7.16 BANKRUPTCY: This Agreement, at the option of the City, shall be terminable in the case of bankruptcy,
voluntary or involuntary, or insolvency of the Contractor.
Solicitation No: IFB 184140 1 w .goodyearaz.gov Page 16 of 71
7.17 CONTINUATION.OF. SERVICES — ISRAEL: Contractor certifies that it is not currently engaged in, and
agrees for the duration of this Contract that it will not engage in a boycottof Israel, as that term is defines
in AR.S. $ 35-393.
7.18 RIGHT OF OFFSET. The City shall be entitled to offset against any sums due the Contractor. any expenses
or costs incurred by the City, or damages assessed by the City conceming the Contractor's nonconforming
performance or failure to perforin the Contract, including expenses, costs and damages. described in the
Standard Terms and Conditions.
SECTION-& CONTRACT CHANGES
$.l. MODIFICATION: No supplement, modification, or amendment of any term -of this Contract will be
deemed binding or effective unless in writing and signed by the Parties with authority to do so: This section
does not prohibit the City from unilaterally extending the contract term.
8.2 SUCCESSORS AND ASSIGNS: This Contract is binding on the parties' respective partners, successors,
assigns, and legal representatives. Contractor will not assign, sublet, or -transfer its right or interest in -this
Contract nor monies due; in whole or in part, or delegation any duty of Contractor without the prior written
consent of the City. Any assignment or delegation,made in violation of this section"shall be void. In no
event does this Contract create any contractual relationship between the City and any third party..
8.3 THIRD PARTY BENEFICIARY: Nothing under this Contract shall be construed to give any rights or
benefits in the Contract to anyone other than the City and the Contractor, and all duties and responsibilities
undertaken pursuant to this Contract will be for the sole and exclusive benefit -of City and the Contractor,
and not for the benefit of any other Party.
8.4 AUTHORIZED CHANGES: The City reserves the right at any time to make changes in any one or more
of the following:.(i) specifications; (ii) methods of shipment or packing; (iii) place of deliveiy;.(iv) time of
delivery; and/or (v) quantities. If the change causes an increase or decrease in the cost of or the time
required for performance, an equitable adjustment may be made in the price or deliver schedule, or both.
Any claim for adjustment shall be deemed waived unless asserted in writing within thirty (30) days from
the receipt of the change. Prior increases or extensions of delivery time shall not be binding on the City
unless evidenced in writing and approved by the City.
8.5 SUBCONTRACTS: No subcontract shall be entered into by the Contractor with any other party to furnish
any of the goods, Service or Work specified herein without the advance written approval of the City.
8.6 CONTINGENT FEES: Contractor warrants that no person has been employed or retained to solicit or
secure this Contract upon an agreement or understanding far a commission, percentage, brokerage, or
contingent fee, and that no member of the City Council, or any employee of the City of Goodyear has any
interest, financially; or otherwise, in the Contractor's business/firm. For breach or violation of this
warranty, the City of Goodyear shall have the rightto annul this Contract without liability, or at its discretion
to deduct from the Contract price or consideration, the full amount of such commission, percentage,
brokerage, or contingent fee.
8.7 LIENS: Contractor shall hold the City harmless, from claimants supplying labor or materials to the
contractor or subcontractors in the performance of the work required under this Contract.
Solicitation No% IFB 184140 1 w .g000yeamz.go I Page 17 of 71
Office of Procurement
CITY OF GOODYEAR
190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Goodyear
Standard Terms and Conditions
Phone: 623-882-7834
7.17 CONTINUATION.OF. SERVICES — ISRAEL: Contractor certifies that it is not currently engaged in, and
agrees for the duration of this Contract that it will not engage in a boycottof Israel, as that term is defines
in AR.S. $ 35-393.
7.18 RIGHT OF OFFSET. The City shall be entitled to offset against any sums due the Contractor. any expenses
or costs incurred by the City, or damages assessed by the City conceming the Contractor's nonconforming
performance or failure to perforin the Contract, including expenses, costs and damages. described in the
Standard Terms and Conditions.
SECTION-& CONTRACT CHANGES
$.l. MODIFICATION: No supplement, modification, or amendment of any term -of this Contract will be
deemed binding or effective unless in writing and signed by the Parties with authority to do so: This section
does not prohibit the City from unilaterally extending the contract term.
8.2 SUCCESSORS AND ASSIGNS: This Contract is binding on the parties' respective partners, successors,
assigns, and legal representatives. Contractor will not assign, sublet, or -transfer its right or interest in -this
Contract nor monies due; in whole or in part, or delegation any duty of Contractor without the prior written
consent of the City. Any assignment or delegation,made in violation of this section"shall be void. In no
event does this Contract create any contractual relationship between the City and any third party..
8.3 THIRD PARTY BENEFICIARY: Nothing under this Contract shall be construed to give any rights or
benefits in the Contract to anyone other than the City and the Contractor, and all duties and responsibilities
undertaken pursuant to this Contract will be for the sole and exclusive benefit -of City and the Contractor,
and not for the benefit of any other Party.
8.4 AUTHORIZED CHANGES: The City reserves the right at any time to make changes in any one or more
of the following:.(i) specifications; (ii) methods of shipment or packing; (iii) place of deliveiy;.(iv) time of
delivery; and/or (v) quantities. If the change causes an increase or decrease in the cost of or the time
required for performance, an equitable adjustment may be made in the price or deliver schedule, or both.
Any claim for adjustment shall be deemed waived unless asserted in writing within thirty (30) days from
the receipt of the change. Prior increases or extensions of delivery time shall not be binding on the City
unless evidenced in writing and approved by the City.
8.5 SUBCONTRACTS: No subcontract shall be entered into by the Contractor with any other party to furnish
any of the goods, Service or Work specified herein without the advance written approval of the City.
8.6 CONTINGENT FEES: Contractor warrants that no person has been employed or retained to solicit or
secure this Contract upon an agreement or understanding far a commission, percentage, brokerage, or
contingent fee, and that no member of the City Council, or any employee of the City of Goodyear has any
interest, financially; or otherwise, in the Contractor's business/firm. For breach or violation of this
warranty, the City of Goodyear shall have the rightto annul this Contract without liability, or at its discretion
to deduct from the Contract price or consideration, the full amount of such commission, percentage,
brokerage, or contingent fee.
8.7 LIENS: Contractor shall hold the City harmless, from claimants supplying labor or materials to the
contractor or subcontractors in the performance of the work required under this Contract.
Solicitation No% IFB 184140 1 w .g000yeamz.go I Page 17 of 71
SECTION 9. WARRANTY
9.1 GUARANTEE: Unless otherwise specified, all items shall be guaranteed for a minimum period of one (1)
year -from the date of acceptance by the City against defects in.material and workmanship. At any time
during that period, if a defect should occur in any item that item shall be replaced or. repaired. by the
Contractor at no obligation to the City except where it is shown that the defect -was caused solely by misuse
of the City
9.2UO ALITY:.Contractor expressly warrants that all goods and services furnished under this Contract shall
confunn to the specifications, appropriate standardsi and will be new and free from defects in material or
worlananship. Contractor warrants that all such goods or services will conform to any -statements made on
the containers or labels or advertisements for such goods or services, and that any goods will be adequately
contained, packaged, marked and labeled. Contractor warrants that all goods and -services furnished
hereunder will be merchantable, and will be safe.and appropriate for the purpose which goods or services
of that kind are normally used. If Contractor knows or has reason to now the particular purpose for which
City intends• to use the goods or services, Contractor warrants that goods and services furnished will
conform in all respect to samples. Inspection, test, acceptance of use of the goods or.sernices furnished
hereunder shall not affect the Contractors obligation under this warranty, and such warranties shall survive
inspection, test, acceptance and use. Contractor's warranty shall run to City; its successors and assigns.
9.3 RESPONSIBILITY FOR CORRECTION: Any defects of design, workmanship, or materials that would
result in non-compliance with the contract specification shall be fully corrected by the Contractor (including
parts. labor, shipping or freight) without cost to the City. This includes any necessary labor to remove,
repair, install, or to ship or transport any item to a point of repair and return. It is agreed that the Contractor
shall be fully ,responsible for making any correction, ,replacement; or modification necessary for -
specification or legal compliance. Contractor agrees that if the product or service offered does not comply
with theforegoing, the City has the right to cancel the purchase at any time with full refund within 30
calendar days after notice of non-compliance and Contractor further agrees to be fully responsible for any
consequential damages suffered by the City.
9.4 INVESTIGATION OF CONDITIONS: The Contractor warrants and agrees familiarity of the -work that
is. required, is satisfied as to the conditions under which it is to perform and enters into this Contract based
upon the Contractors own investigation.
9.5 WORKMANSHIP: Where not more specifically described in any of the various sections of the
specifications, workmanship shall conform to all of the methods and operations of best standards. and
accepted practices of the trade or trades involved and shall include all items of fabrication, construction or
installation regularly furnished or required for completion of the services or goods. All goods and services
shall be provided and executed. by personnel skilled in their respective lines of work. Contractor warrants
that all goods and services delivered under this contract shall conform to the specifications of this contract
Additional warranty requirements may be set forth in the Solicitation.
9.6 RIGHT TO INSPECT PLANT: The City may, at reasonable times, inspect the pan of the plant or place of
business of a Contractor or subcontractor which is related to the performance of any contract awarded or
to be awarded.
Soadtation No: IFB 18.4140 I w .goodyeam.gov Page is or 71
Office of Procurement
CITY OF GOODYEAR
190 N. Litchfield Road
','''
P.O. Box 51
Goodyear, AZ $5338
Goodyear
Standard Terms and Conditions
Phone: 623-882-7834
SECTION 9. WARRANTY
9.1 GUARANTEE: Unless otherwise specified, all items shall be guaranteed for a minimum period of one (1)
year -from the date of acceptance by the City against defects in.material and workmanship. At any time
during that period, if a defect should occur in any item that item shall be replaced or. repaired. by the
Contractor at no obligation to the City except where it is shown that the defect -was caused solely by misuse
of the City
9.2UO ALITY:.Contractor expressly warrants that all goods and services furnished under this Contract shall
confunn to the specifications, appropriate standardsi and will be new and free from defects in material or
worlananship. Contractor warrants that all such goods or services will conform to any -statements made on
the containers or labels or advertisements for such goods or services, and that any goods will be adequately
contained, packaged, marked and labeled. Contractor warrants that all goods and -services furnished
hereunder will be merchantable, and will be safe.and appropriate for the purpose which goods or services
of that kind are normally used. If Contractor knows or has reason to now the particular purpose for which
City intends• to use the goods or services, Contractor warrants that goods and services furnished will
conform in all respect to samples. Inspection, test, acceptance of use of the goods or.sernices furnished
hereunder shall not affect the Contractors obligation under this warranty, and such warranties shall survive
inspection, test, acceptance and use. Contractor's warranty shall run to City; its successors and assigns.
9.3 RESPONSIBILITY FOR CORRECTION: Any defects of design, workmanship, or materials that would
result in non-compliance with the contract specification shall be fully corrected by the Contractor (including
parts. labor, shipping or freight) without cost to the City. This includes any necessary labor to remove,
repair, install, or to ship or transport any item to a point of repair and return. It is agreed that the Contractor
shall be fully ,responsible for making any correction, ,replacement; or modification necessary for -
specification or legal compliance. Contractor agrees that if the product or service offered does not comply
with theforegoing, the City has the right to cancel the purchase at any time with full refund within 30
calendar days after notice of non-compliance and Contractor further agrees to be fully responsible for any
consequential damages suffered by the City.
9.4 INVESTIGATION OF CONDITIONS: The Contractor warrants and agrees familiarity of the -work that
is. required, is satisfied as to the conditions under which it is to perform and enters into this Contract based
upon the Contractors own investigation.
9.5 WORKMANSHIP: Where not more specifically described in any of the various sections of the
specifications, workmanship shall conform to all of the methods and operations of best standards. and
accepted practices of the trade or trades involved and shall include all items of fabrication, construction or
installation regularly furnished or required for completion of the services or goods. All goods and services
shall be provided and executed. by personnel skilled in their respective lines of work. Contractor warrants
that all goods and services delivered under this contract shall conform to the specifications of this contract
Additional warranty requirements may be set forth in the Solicitation.
9.6 RIGHT TO INSPECT PLANT: The City may, at reasonable times, inspect the pan of the plant or place of
business of a Contractor or subcontractor which is related to the performance of any contract awarded or
to be awarded.
Soadtation No: IFB 18.4140 I w .goodyeam.gov Page is or 71
9.7 PREPARATION OF SPECIFICATIONS BY PERSONS OTHER THAN. CITY PERSONNEL: All
specifications shall seek to promote overall economy for the purposes intended and encourage competition
and not be unduly restrictive in satisfying the City's needs. No person preparing specifications shall receive
any direct or indirect benefit from the utilization of specifications; other than fees paid for the preparation
of specifications.
9.8 SURVIVAL:: Sections 6..7, 8. 9, 10 and 11 will survive the completion, termination and/or abandonment
of the Contract.
9.9 COMPLIANCE WITH APPLICABLE LAW: Contractor shall comply with all applicable federal, state
and local laws, codes and regulations; including all applicable buildingregulations, license and permits
requirements.
SECTION 10.' CITY CONTRACTUAL RIGHTS
10.1 RIGHT OF ASSURANCE: Whenever the City in good faith has a reason to question the Contractor's
intent or ability to perform, the.City may demand that the Contractor give written assurance of the intent
and ability to perform. In the event that a demand is made and no written assurance is given within five (5)
work days, the City may treat this failure as an anticipatory repudiation of this contract.
10.2 NON-EXCLUSIVE REMEDIES: The rights and remedies of the City under this Contract are non-
exclusive.
10.3 DEFAULT'IN ONE INSTALLMENT TO CONSTITUTE BREACH: Each installment or lot of this
Contract is dependent on every other installment or lot and a delivery" of non -conforming goods or services
or a default of any nature under one.installment or -lot will impair the value of the whole Contract and
constitutes a breach of the Contract as a whole.
10.4 TIME IS OF THE ESSENCE: Time of each of the terms, covenants, and conditions of this Contract is
hereby expressly made of the essence. The City is. providing services which involve health, safety and
welfare of the general public, delivery time is of the essence. Delivery must be made in accordance with
the delivery schedule promised by the Contractor.
10.5 NON-EXCLUSIVE CONTRACT: The City reserves the right to purchase goods or services from another
source only when necessary and determined appropriate by the City's Procurement Manager.
10.6 STRICT PERFORMANCE: Failure of either Party to insist upon the strict performance of any item or
condition of the Contract or to exercise or delay.the exercise of any right or remedy provided in the Contract,
or by law, or the acceptance of materials or services, obligations imposed by this Contract or by law shall
not be'deemed awaiver of any right of either Party to insist upon the strict. performance of the Contract.
10.7 CONFLICT OF INTEREST: This Contract is subject to the provisions of A.R.S. § 38-511 and may be
canceled by the City, without penalty or further obligation, if any person significantly involved in initiating,
negotiating, securing, drafting, or creating the Contract on behalf of the City is, or becomes, an employee,
consultant, or agent of Contractor in any capacity with respect to the subject matter of the Contract while
the Contract or any extension or amendment thereof, is in effect.
S(A itat on No: 1F8 18-.4140 *w .goodyear .gm I Page 19 of 71
CITY OF GOODYEAR
of Procurement
190 N. Li
190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
.ur
Gocnr
odyea
Standard Terms and Conditions.
Phone: ,623 -ase -7834
9.7 PREPARATION OF SPECIFICATIONS BY PERSONS OTHER THAN. CITY PERSONNEL: All
specifications shall seek to promote overall economy for the purposes intended and encourage competition
and not be unduly restrictive in satisfying the City's needs. No person preparing specifications shall receive
any direct or indirect benefit from the utilization of specifications; other than fees paid for the preparation
of specifications.
9.8 SURVIVAL:: Sections 6..7, 8. 9, 10 and 11 will survive the completion, termination and/or abandonment
of the Contract.
9.9 COMPLIANCE WITH APPLICABLE LAW: Contractor shall comply with all applicable federal, state
and local laws, codes and regulations; including all applicable buildingregulations, license and permits
requirements.
SECTION 10.' CITY CONTRACTUAL RIGHTS
10.1 RIGHT OF ASSURANCE: Whenever the City in good faith has a reason to question the Contractor's
intent or ability to perform, the.City may demand that the Contractor give written assurance of the intent
and ability to perform. In the event that a demand is made and no written assurance is given within five (5)
work days, the City may treat this failure as an anticipatory repudiation of this contract.
10.2 NON-EXCLUSIVE REMEDIES: The rights and remedies of the City under this Contract are non-
exclusive.
10.3 DEFAULT'IN ONE INSTALLMENT TO CONSTITUTE BREACH: Each installment or lot of this
Contract is dependent on every other installment or lot and a delivery" of non -conforming goods or services
or a default of any nature under one.installment or -lot will impair the value of the whole Contract and
constitutes a breach of the Contract as a whole.
10.4 TIME IS OF THE ESSENCE: Time of each of the terms, covenants, and conditions of this Contract is
hereby expressly made of the essence. The City is. providing services which involve health, safety and
welfare of the general public, delivery time is of the essence. Delivery must be made in accordance with
the delivery schedule promised by the Contractor.
10.5 NON-EXCLUSIVE CONTRACT: The City reserves the right to purchase goods or services from another
source only when necessary and determined appropriate by the City's Procurement Manager.
10.6 STRICT PERFORMANCE: Failure of either Party to insist upon the strict performance of any item or
condition of the Contract or to exercise or delay.the exercise of any right or remedy provided in the Contract,
or by law, or the acceptance of materials or services, obligations imposed by this Contract or by law shall
not be'deemed awaiver of any right of either Party to insist upon the strict. performance of the Contract.
10.7 CONFLICT OF INTEREST: This Contract is subject to the provisions of A.R.S. § 38-511 and may be
canceled by the City, without penalty or further obligation, if any person significantly involved in initiating,
negotiating, securing, drafting, or creating the Contract on behalf of the City is, or becomes, an employee,
consultant, or agent of Contractor in any capacity with respect to the subject matter of the Contract while
the Contract or any extension or amendment thereof, is in effect.
S(A itat on No: 1F8 18-.4140 *w .goodyear .gm I Page 19 of 71
10.8 DEFAULT: In the case of default by the Contractor, the City may, by written notice, cancel this contract
and repurchase from another source and may recover the excess costs by (i) deduction from an unpaid
balance due; (ii) collection against the bid and/or performance bond, or (iii) a combination of the
aforementioned remediesor other remedies as provided by law.
10.9 NOTICES: Unless otherwise provided herein, demands under this Contract will be in writing and will be
deemed to have been duly given aad received either (a) on the date of service if personally delivered to the
Party to whom notice is to be given, or (b) on the third day after the date of the postmark of deposit by fust
class,United States mail, registered or certified postage prepaid and properly_ addressed as follows:
To City:
Ron Siev%vright
City of Goodyear, Streets and Traffic Superintendent
200 South Calle Del Pueblo
Goodyear, AZ 85338
To Contractor.
Copy to:
' Roric Massey
City, of Goodyear. City Attorney
190 N. Litchfield Road
Goodyear, AZ 85338
10.10 This Contract shall be in full force and effect only when it has executed by duly authorized City officials
and the duly authorized agent of the Contractor.
SECTION 11. CERTIFICATION
11.1 By signing on the.offer and acceptance page, the'individual certifies that they are authorized to sign on
behalf of Contractorand further certifies that (a) No collusion or other anti-competitive practices were
engaged in to arrive at the terms of this Contract, and that this Contract is subject to the provisions of A.R.S.
Section 38-511; (b) The Contractor has not given, offered to give, nor intends to give at time hereafter
:any economic opportunity, future employment, gift, loan, gratuity, special discount, trip favor, or service
to a public servant in connection with this Contract. Failure to sign the offer, or signing.it with a false
statement, shall void the submitted offer or any resultant contract, and the Contractor may be debarred.
SECTION 12. LICENSING, DEBARMENT AND SUSPENSION
12.1 LicensinglPermits:.Contractor wan -ants and certifies that Contractor and its Subcontractors will maintain
valid licenses, registrations, permits, and other approvals necessary to perform the Services required under
this Contract ('Approvals'). Contractor shall immediately advise the City in writing of any change in
information provided by Contractor or.its subcontractors as it relates to any Approvals.' Noncompliance
with this provision is a material breach of Contract.
12.2 Debarment/Suspension: Contractor warrants and certifies neither Contractor nor any of its subcontractor:
Soricitaaon No: IFB 104140 w .goodyesraz.gov i Page 20 or 71
Office Procurement
CITY OF GOODYEAR
190 N.Litchfield Road
5 0
Goodyear, AZx 8
Goodyear, AZ 85338
Goodyear
Standard Terms and Conditions
Phone: 623-882-783
10.8 DEFAULT: In the case of default by the Contractor, the City may, by written notice, cancel this contract
and repurchase from another source and may recover the excess costs by (i) deduction from an unpaid
balance due; (ii) collection against the bid and/or performance bond, or (iii) a combination of the
aforementioned remediesor other remedies as provided by law.
10.9 NOTICES: Unless otherwise provided herein, demands under this Contract will be in writing and will be
deemed to have been duly given aad received either (a) on the date of service if personally delivered to the
Party to whom notice is to be given, or (b) on the third day after the date of the postmark of deposit by fust
class,United States mail, registered or certified postage prepaid and properly_ addressed as follows:
To City:
Ron Siev%vright
City of Goodyear, Streets and Traffic Superintendent
200 South Calle Del Pueblo
Goodyear, AZ 85338
To Contractor.
Copy to:
' Roric Massey
City, of Goodyear. City Attorney
190 N. Litchfield Road
Goodyear, AZ 85338
10.10 This Contract shall be in full force and effect only when it has executed by duly authorized City officials
and the duly authorized agent of the Contractor.
SECTION 11. CERTIFICATION
11.1 By signing on the.offer and acceptance page, the'individual certifies that they are authorized to sign on
behalf of Contractorand further certifies that (a) No collusion or other anti-competitive practices were
engaged in to arrive at the terms of this Contract, and that this Contract is subject to the provisions of A.R.S.
Section 38-511; (b) The Contractor has not given, offered to give, nor intends to give at time hereafter
:any economic opportunity, future employment, gift, loan, gratuity, special discount, trip favor, or service
to a public servant in connection with this Contract. Failure to sign the offer, or signing.it with a false
statement, shall void the submitted offer or any resultant contract, and the Contractor may be debarred.
SECTION 12. LICENSING, DEBARMENT AND SUSPENSION
12.1 LicensinglPermits:.Contractor wan -ants and certifies that Contractor and its Subcontractors will maintain
valid licenses, registrations, permits, and other approvals necessary to perform the Services required under
this Contract ('Approvals'). Contractor shall immediately advise the City in writing of any change in
information provided by Contractor or.its subcontractors as it relates to any Approvals.' Noncompliance
with this provision is a material breach of Contract.
12.2 Debarment/Suspension: Contractor warrants and certifies neither Contractor nor any of its subcontractor:
Soricitaaon No: IFB 104140 w .goodyesraz.gov i Page 20 or 71
a. Are presently debarred, suspended, proposed for debarment, declared ineligible or otherwise legally
excluded from contracting with any federal, state or local government entity; and
b. Have not been convicted of or had a civil judgment rendered against them for commission of fraud or a
criminal offense in connection with obtaining, attempting to obtain or performing a public (federal; state
or local) transaction or .contract; violation of federal or state anti-trust statutes or commission of
embezzlement, theftJorgery, bribery, falsification or destruction of records, making false statements or
receiving stolen property within a three (3) year period preceding this Contract;
c. Are not; or have not been, indicted of or otherwise criminally charged by a governmental entity with the
commission of fraud or a criminal offense in connection with obtaining, attempting to obtain or
performing any public transaction or contract under a public transaction; violation of federal or state
anti-trust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of
records, making false statements or receiving stolen property, and
d. Have not had one or more public transaction (federal, state or local) terminated for cause or default.
12.3 City has no affirmative duty or obligation to confirm or deny the existence or issuance of any Approvals or
Debarments, or to examine Contractor's'contracting ability.
END OF STANDARD TERMS AND CONDITIONS
Solicitation No:. IFB 18-4140 1 w .goWyearaz.gov I Page 21 of 71
Office of Procurement
CI•TY OF GOODYEAR
190 N. Litchfield Road
P.Box 00
Goodyear. AZ 85338
85
Goodyear
Standard Terms and Conditions
Phone: 623-882-7834
a. Are presently debarred, suspended, proposed for debarment, declared ineligible or otherwise legally
excluded from contracting with any federal, state or local government entity; and
b. Have not been convicted of or had a civil judgment rendered against them for commission of fraud or a
criminal offense in connection with obtaining, attempting to obtain or performing a public (federal; state
or local) transaction or .contract; violation of federal or state anti-trust statutes or commission of
embezzlement, theftJorgery, bribery, falsification or destruction of records, making false statements or
receiving stolen property within a three (3) year period preceding this Contract;
c. Are not; or have not been, indicted of or otherwise criminally charged by a governmental entity with the
commission of fraud or a criminal offense in connection with obtaining, attempting to obtain or
performing any public transaction or contract under a public transaction; violation of federal or state
anti-trust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of
records, making false statements or receiving stolen property, and
d. Have not had one or more public transaction (federal, state or local) terminated for cause or default.
12.3 City has no affirmative duty or obligation to confirm or deny the existence or issuance of any Approvals or
Debarments, or to examine Contractor's'contracting ability.
END OF STANDARD TERMS AND CONDITIONS
Solicitation No:. IFB 18-4140 1 w .goWyearaz.gov I Page 21 of 71
SECTION 1. TERM OF CONTRACr
1. rhe term of this Contract shall be one (1) year commencing on the effective date, which is the date last signed
by both Parties, and may be extended or renewed for consecutive additional one (7) year periods. not to exceed
a total of five (5) years, subject to appropriations and mutual agreement of the. Parties. The City has no
obligation to extend or renew this contract, and any decision to do so is at the sole discretion of the"City.
SECTION 2 INSURANCE
2.1 MinimuumScwpe and Limits of Insurance. Contractors shall obtain'and maintain in full force and effect during
the{ife of this Contract, and any warranty period, all of the following minimum scope of insurance coverages
with an; insurance company duly licensed by the State of Arizona with a current AM. Best Company, Inc
rating of not less than A- or above and a category rating of not less than '*VI H" with policies and forms
satisfactory to the City. Use of alternative insurers requires prior written approval from City.
2.2 Commercial General Liability. Commercial General Liability insurance with a limit of not less than
51,000,000, per occurrence and $2,000,000 in the aggregate. The policy shall include coverage for premises -
operations, products -completed operations, contractual liability, bodily injury, and property damage, but shall
not be limited to the liability assumed under the indemnification provisions of this Contract. Coverage shall
be at least as broad as Insurance Service Office policy form CG 00 01.07 98 or any replacement thereof, and
shall be an occurrence -based .policy. The Certificate of Insurance for the Commercial General Liability
insurance policy shall expressly cover the indemnification obligations required by this. Contract. These limits
may be met through a combination of primary and excess_ liability coverage.
2.3 Automobile Liability. Commercial and Business Automobile Liability insurance for owned vehicles, hired,
.and non -owned vehicles, with a policy limit of not less than S 1,000,000, combined single limits, per occurrence
for bodily injury and property damage. Coverage shall be at least as broad as coverage Code 1 "any auto'
under Insurance Service Office policy form CA 00 01 10 01 or -any replacement thereof.
2.4 Workcrs'-Compensation, Workers' Compensation as required by State. and federal law statuteshaving
jurisdiction over its employees engaged in the performance of any Services herein. Contractor agrees to waive,
and to obtain endorsements from its workers' compensation insurer waiving subrogation rights under its
workers' compensation insurance policy against the City; its officers. agents, employees, and'volunteers
arising from work performed by Contractor for the City and to require each of its subcontractors, if any, to do
likewise urider their workers' compensation insurance policies.
2.5 Umbrella/Excess Liability. Contractor and Subcontractor shall maintain Umbrella and Excess Liability
insurance with an limit of not less than S2,000,000 per occurrence combined limit Bodily Injury and Property
Damage. that "follows form" and applies in excess of the Commercial General Liability, Automobile Liability,
,and Employer's Liability, as required above. Primary per occurrence coverage may he used to fulfill this
requirement.
2.6 Claim Reoortine. Any failure to comply with the claim reporting provisions of the policies or any breach of a
policy warranty shall not affect coverage afforded under the policy to protect the City.
2.7 Notice of Cancellation. Each certificate for each insurance policy required by the insurance provisions of this
Contract shall provide the required coverage and shall norbe suspended; voided; canceled, or reduced in
Soadtatlon No: IFS 194140 I w .goodyearar.go I Page 22 of 71
Office of Procurement
CITY OF GOODYEAR
196 N. Litchfield [toad
AAMa
P.O. Box 5100
Goodyear, AZ 85338
Goodyear
Special Terms and Conditions
Phone: 623-882-7834
SECTION 1. TERM OF CONTRACr
1. rhe term of this Contract shall be one (1) year commencing on the effective date, which is the date last signed
by both Parties, and may be extended or renewed for consecutive additional one (7) year periods. not to exceed
a total of five (5) years, subject to appropriations and mutual agreement of the. Parties. The City has no
obligation to extend or renew this contract, and any decision to do so is at the sole discretion of the"City.
SECTION 2 INSURANCE
2.1 MinimuumScwpe and Limits of Insurance. Contractors shall obtain'and maintain in full force and effect during
the{ife of this Contract, and any warranty period, all of the following minimum scope of insurance coverages
with an; insurance company duly licensed by the State of Arizona with a current AM. Best Company, Inc
rating of not less than A- or above and a category rating of not less than '*VI H" with policies and forms
satisfactory to the City. Use of alternative insurers requires prior written approval from City.
2.2 Commercial General Liability. Commercial General Liability insurance with a limit of not less than
51,000,000, per occurrence and $2,000,000 in the aggregate. The policy shall include coverage for premises -
operations, products -completed operations, contractual liability, bodily injury, and property damage, but shall
not be limited to the liability assumed under the indemnification provisions of this Contract. Coverage shall
be at least as broad as Insurance Service Office policy form CG 00 01.07 98 or any replacement thereof, and
shall be an occurrence -based .policy. The Certificate of Insurance for the Commercial General Liability
insurance policy shall expressly cover the indemnification obligations required by this. Contract. These limits
may be met through a combination of primary and excess_ liability coverage.
2.3 Automobile Liability. Commercial and Business Automobile Liability insurance for owned vehicles, hired,
.and non -owned vehicles, with a policy limit of not less than S 1,000,000, combined single limits, per occurrence
for bodily injury and property damage. Coverage shall be at least as broad as coverage Code 1 "any auto'
under Insurance Service Office policy form CA 00 01 10 01 or -any replacement thereof.
2.4 Workcrs'-Compensation, Workers' Compensation as required by State. and federal law statuteshaving
jurisdiction over its employees engaged in the performance of any Services herein. Contractor agrees to waive,
and to obtain endorsements from its workers' compensation insurer waiving subrogation rights under its
workers' compensation insurance policy against the City; its officers. agents, employees, and'volunteers
arising from work performed by Contractor for the City and to require each of its subcontractors, if any, to do
likewise urider their workers' compensation insurance policies.
2.5 Umbrella/Excess Liability. Contractor and Subcontractor shall maintain Umbrella and Excess Liability
insurance with an limit of not less than S2,000,000 per occurrence combined limit Bodily Injury and Property
Damage. that "follows form" and applies in excess of the Commercial General Liability, Automobile Liability,
,and Employer's Liability, as required above. Primary per occurrence coverage may he used to fulfill this
requirement.
2.6 Claim Reoortine. Any failure to comply with the claim reporting provisions of the policies or any breach of a
policy warranty shall not affect coverage afforded under the policy to protect the City.
2.7 Notice of Cancellation. Each certificate for each insurance policy required by the insurance provisions of this
Contract shall provide the required coverage and shall norbe suspended; voided; canceled, or reduced in
Soadtatlon No: IFS 194140 I w .goodyearar.go I Page 22 of 71
coverage by endorsement to limits lower than those required by thii Contract, except after prior written consent
from rhe City. Notice will be sent as required herein.
2.8 Additional Insureds. -The Commercial General Liability and Business Automobile Liability policies shall
contain or be endorsed to contain the following provision: `The City of Goodyear and its elected and appointed
boards, officers, officials, agents, employees, and volunteers are additional insureds with respect to liability
arising out of, or related to, activities performed by or on behalf of the Contractor pursuant to its contract with
the City; products and completed operations of the Contractor; premises owned, occupied or used by the
Contractor; automobiles owned, leased; hired, or borrowed by the Contractor."
2.10 Primacy of Coverage. Contractor's insurance shall apply separately to each insured against whom claim is
made or suit is brought, except with respects to the limits of.insurer's liability.. Contractor's policy shall be
primary and non-contributory.
2.11 Certificates.of Insurance/Endorsements. Contractor shall provide City with Certificatesof Insurance and
proper additional insured endorsements as required by this Contract and as.described above, in a form and
content approved by City, prior to performing any services under this Contract. The Certificates of Insurance
shall be attached hereto and incorporated hereby by this reference:
2:12 No Representation of Coverage Adequacy. The insurance requirements herein are minimurri requirements. The
City in no way warrants that the minimum requirements are sufficient to protect Contractor from liabilities that
might arise out of the performance of the Work under this Contract by Contractor; and the Contractor is free
to purchase additional insurance. Any insurance coverage carried'by the City or its employees is excess
coverage and not contributory.coVerage to that provided by the Contractor.The amount and type of insurance
coverage requirements set forth herein shall in no way be construed as limiting the scope of the indemnification
obligations under this Contract.
2.13 Non -Waiver. The City reserves the right to review any. and all insurance policies and/or an endorsement
required by this Contract, but has no oblieation to do so. Failure to identify any insurance deficiency shall not
relieve the Contractor from; nor be construed or deemed a waiver of its obligation to maintain the required
insurance at all times during the performance of this Contract. Any failure of Contractor to comply with the
reporting provisions of the policies shall not affect coverage provided to the City, its officers, officials, agents.
employees and volunteers.
2.14 Notice of Cancellation: Each, certificate for each insurance policy required by this.Section shall provide the
required coverage and shall not be suspended, voided, canceled, reduced in coverage by endorsement to limits
lower than those required by this Contract except after prior written consent from the City.
2.15 Claim Reporting. Any failure to comply with the claim reporting provisions of the policies or any breach of
policy warranty shall not affect coverage afforded under the policy to protect the City.
2.16Other Contractors or' Vendors. Contractor shall ensure its subcontractors. and any vendors that may be
contracted with in connection with the Project procure and maintain insurance coverage as is appropriate for
their particular contract and properly endorse the City as required in this Section 9.
.Solicitation No:. IFB 184140 1 vnnv,goodyearaz.gov I Pape 23 of 71
CITY OF GOODYEAR
Office Li Procurement
190 N.LiichfiddRoad
'`,''
P.O. Box 5100
Goodyear, AZ 85338
GODur ear
Special Terms and Conditions
Phone; 623-883-7834
coverage by endorsement to limits lower than those required by thii Contract, except after prior written consent
from rhe City. Notice will be sent as required herein.
2.8 Additional Insureds. -The Commercial General Liability and Business Automobile Liability policies shall
contain or be endorsed to contain the following provision: `The City of Goodyear and its elected and appointed
boards, officers, officials, agents, employees, and volunteers are additional insureds with respect to liability
arising out of, or related to, activities performed by or on behalf of the Contractor pursuant to its contract with
the City; products and completed operations of the Contractor; premises owned, occupied or used by the
Contractor; automobiles owned, leased; hired, or borrowed by the Contractor."
2.10 Primacy of Coverage. Contractor's insurance shall apply separately to each insured against whom claim is
made or suit is brought, except with respects to the limits of.insurer's liability.. Contractor's policy shall be
primary and non-contributory.
2.11 Certificates.of Insurance/Endorsements. Contractor shall provide City with Certificatesof Insurance and
proper additional insured endorsements as required by this Contract and as.described above, in a form and
content approved by City, prior to performing any services under this Contract. The Certificates of Insurance
shall be attached hereto and incorporated hereby by this reference:
2:12 No Representation of Coverage Adequacy. The insurance requirements herein are minimurri requirements. The
City in no way warrants that the minimum requirements are sufficient to protect Contractor from liabilities that
might arise out of the performance of the Work under this Contract by Contractor; and the Contractor is free
to purchase additional insurance. Any insurance coverage carried'by the City or its employees is excess
coverage and not contributory.coVerage to that provided by the Contractor.The amount and type of insurance
coverage requirements set forth herein shall in no way be construed as limiting the scope of the indemnification
obligations under this Contract.
2.13 Non -Waiver. The City reserves the right to review any. and all insurance policies and/or an endorsement
required by this Contract, but has no oblieation to do so. Failure to identify any insurance deficiency shall not
relieve the Contractor from; nor be construed or deemed a waiver of its obligation to maintain the required
insurance at all times during the performance of this Contract. Any failure of Contractor to comply with the
reporting provisions of the policies shall not affect coverage provided to the City, its officers, officials, agents.
employees and volunteers.
2.14 Notice of Cancellation: Each, certificate for each insurance policy required by this.Section shall provide the
required coverage and shall not be suspended, voided, canceled, reduced in coverage by endorsement to limits
lower than those required by this Contract except after prior written consent from the City.
2.15 Claim Reporting. Any failure to comply with the claim reporting provisions of the policies or any breach of
policy warranty shall not affect coverage afforded under the policy to protect the City.
2.16Other Contractors or' Vendors. Contractor shall ensure its subcontractors. and any vendors that may be
contracted with in connection with the Project procure and maintain insurance coverage as is appropriate for
their particular contract and properly endorse the City as required in this Section 9.
.Solicitation No:. IFB 184140 1 vnnv,goodyearaz.gov I Pape 23 of 71
SECTION 3. OTHER
3.1 An original bid bond for ten (10%) of the bid price is required to be submitted with the bid:
4. 1.1 The Contractor is required to submit with Bid a certified or cashiers' check,. upon a solvent
bank, or a surety bond in an amount equal to ten percent (10%) of the base bid price made payable
to the City of Goodyear. The bid security shall be.given as a guarantee that the Contractor will enter
into the Contract if awarded to him; and shall be declared forfeited as liquidated damages if he
refuses to enter into the contract upon request to do so by the City. The Bid security other than bid
bonds will be returned to the unsuccessful bidders and to the successful bidder upon his execution
of a satisfactory payment and performance bond, and contract. Failure by the. Contractorto submit
bid bond shall result in rejection of the Bid as nom -responsive.
3.2 A performance bond for one hundred (100°/x) of the Contract. price is required atthe time of execution
of the Contract and shall meet the requirements of A.R.S., Title 34, as amended; if applicable.
3.3 A payment bond for one hundred (100%) of the Contract price is required,at the time.of execution
of this Contract and shall meet the requirements of A.R.S., Title 34, as amended, if applicable.
3.3.1 Performance and Payment Bonds.. The Contractor is required to provide and pay for
performance and payment bonds. Bonds shall cover the fli thful pertbimance (100%) of the Contract,
and the payment of all obligations (100%) arising thereunder, in such form as the City may prescribe
and with such surety or sureties as are approved. The Contractor shall deliver the required bonds to
the City not later than the date of execution of the Contract. The Contractor shall require the attorney
in fact who executes the required bonds on behalf of the surety to affix thereto a certified and current
copy of his power-of-attorney indicating the monetary limit of such power. The surety bonds shall
be executed solely by a company or companies holding a certificate of authority to transact surety
business in the State of Arizona issued by the Director of the Department of Insurance pursuant to
Arizona Revised Statutes, Title 20, Chapter 2, Article 1. The bond amounts shall be for one hundred
percent (100%) of the Contract amount plus any authorized Change Orders added to the Contract,
of which notice to the surety shall be waived. The bonds shall not be executed by an individual surety
or sureties.
3.4 Regjstrar of Contractors. At a minimum, Contractors must be licensed with the Arizona Registrar
of Conti -actors at the time of bid submittal. License must be active and in good standing. Contractor
agrees to provide copies of all license(s) at time of bid submittal and at any time during the Contract
Term.
3.5 Dust Control. Contractor must adhere to all necessary Maricopa County dust control laws and
regulations and seek clarification when necessary regarding permitting.
Salicitaliari Na: IFa 18-4140 I, -v .goodyeaim.gw I Piga 24 of 71
CITY OF GOODYEAR
Office Li Procurement
190 N. Lichfield Road
',,,'
P.O.
Goodyear,ar, 85 AZ 85338
GO�y@Gr
Special Terms and Conditions
Phone: 623-882-7834
SECTION 3. OTHER
3.1 An original bid bond for ten (10%) of the bid price is required to be submitted with the bid:
4. 1.1 The Contractor is required to submit with Bid a certified or cashiers' check,. upon a solvent
bank, or a surety bond in an amount equal to ten percent (10%) of the base bid price made payable
to the City of Goodyear. The bid security shall be.given as a guarantee that the Contractor will enter
into the Contract if awarded to him; and shall be declared forfeited as liquidated damages if he
refuses to enter into the contract upon request to do so by the City. The Bid security other than bid
bonds will be returned to the unsuccessful bidders and to the successful bidder upon his execution
of a satisfactory payment and performance bond, and contract. Failure by the. Contractorto submit
bid bond shall result in rejection of the Bid as nom -responsive.
3.2 A performance bond for one hundred (100°/x) of the Contract. price is required atthe time of execution
of the Contract and shall meet the requirements of A.R.S., Title 34, as amended; if applicable.
3.3 A payment bond for one hundred (100%) of the Contract price is required,at the time.of execution
of this Contract and shall meet the requirements of A.R.S., Title 34, as amended, if applicable.
3.3.1 Performance and Payment Bonds.. The Contractor is required to provide and pay for
performance and payment bonds. Bonds shall cover the fli thful pertbimance (100%) of the Contract,
and the payment of all obligations (100%) arising thereunder, in such form as the City may prescribe
and with such surety or sureties as are approved. The Contractor shall deliver the required bonds to
the City not later than the date of execution of the Contract. The Contractor shall require the attorney
in fact who executes the required bonds on behalf of the surety to affix thereto a certified and current
copy of his power-of-attorney indicating the monetary limit of such power. The surety bonds shall
be executed solely by a company or companies holding a certificate of authority to transact surety
business in the State of Arizona issued by the Director of the Department of Insurance pursuant to
Arizona Revised Statutes, Title 20, Chapter 2, Article 1. The bond amounts shall be for one hundred
percent (100%) of the Contract amount plus any authorized Change Orders added to the Contract,
of which notice to the surety shall be waived. The bonds shall not be executed by an individual surety
or sureties.
3.4 Regjstrar of Contractors. At a minimum, Contractors must be licensed with the Arizona Registrar
of Conti -actors at the time of bid submittal. License must be active and in good standing. Contractor
agrees to provide copies of all license(s) at time of bid submittal and at any time during the Contract
Term.
3.5 Dust Control. Contractor must adhere to all necessary Maricopa County dust control laws and
regulations and seek clarification when necessary regarding permitting.
Salicitaliari Na: IFa 18-4140 I, -v .goodyeaim.gw I Piga 24 of 71
1. SCOPE OF WORK
The purpose of this Invitation for Bid is to enter into a contract to perform removal and/or installation of
pavement marking on- or about February 1, 201 S. The Engineering Department desires to retain qualified
contractor(s) for the suipplying, installing and/or removing of paint, thermoplastic, and profile thermoplastic,
as required, at various Iocations citywide as ordered by the City in accordance with these specifications and
the provisions contained in this Invitation for Bid (IFB).
The City reserves the right to award this contract to multiple vendors.
2. DEFII\TTIONS'
City
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
A,,''
Contract
Administrator's
,Representative
P.O. Box 5100
Goodyear. AZ 85338
Inspector
Goa o year
Scope of Work
Phone:, 623-882-7834
1. SCOPE OF WORK
The purpose of this Invitation for Bid is to enter into a contract to perform removal and/or installation of
pavement marking on- or about February 1, 201 S. The Engineering Department desires to retain qualified
contractor(s) for the suipplying, installing and/or removing of paint, thermoplastic, and profile thermoplastic,
as required, at various Iocations citywide as ordered by the City in accordance with these specifications and
the provisions contained in this Invitation for Bid (IFB).
The City reserves the right to award this contract to multiple vendors.
2. DEFII\TTIONS'
City
City of Goodyear, Engineering Department
Contract Administrator
Strectsrrraffic Superintendent
Contract
Administrator's
,Representative
Person delegated responsibility for administration of portions of, or the entire
contract by the Contract Administrator.
Inspector
The City's authorized representative assigned to make detailed inspections of
contract performance.
Contractor
Firm and/or individual that will perform the work requested in this solicitation.:
On -Site Supervisor
Contractor's employee authorized to direct or oversee work operations and having
authority to snake day-to-day decisions concerning the worktions.
Standard Sixcifications
The ADOT Standard Specifications for Road and Bridge Construction, Latest
Edition including errata, and addenda.
MUTCD
Manual on Uniform Traffic Control Devices. Latest Edition as adopted by the City.
ASTM
American Society For Testing Materials
City of Goodyear
City of Goodyear Engineering Design Standards and Policies Manual to include striping
notes(Current Edition)
MCDOT
Maricopa County City of Transponation, Pavement Marking Manual (Current Edition)
City of Phoenix
City of Phoenix Barricade Manual (Latest Edition)
3. WORWLOCATIONS
• All striping to include Arterial, Rural Arterial, Collector; Residential streets, and parking lots within the
City of Goodyear, City boundaries.
The offeror shall commit to having sufficient local resources (materials, personnel and equipment) necessary to
do projects on a short notice: The unavailability of resources within the City's time frame for funding and/or a
specific road closure can be the basis for the City using the next lowest priced contractor for that project. Re-
occurring unavailability of contractor resources that result in project delays shall be the basis for. cancellation of
a portion of, or all of, a contract.
The applicable City of Goodyear representative or appointed representative(s) has the authority to coordinate,
schedule, conduct, inspect, accept.- monitor performance, and invoke warranty provisions within the stated
provisions of this contract.
.SoOdtation No: IFB 18.4140 1 w-goaayearaz.gov I Page 25 of 71
The City of Goodyear' representatives:
City Traffic Enttineer
Engineering Department
City of Goodyear, Arizona
14455 W Van Buren St., Ste. D101
Goodyear, AZ 85338
623.882.7519 - Direct
Eneineerine Director
Engineering Department
City of Goodyear, Arizona
14455 W. Van Buren SL, Ste. 13101
Goodyear, AZ 85338
Streetsfr af5c Superintendent
200 S. Calle Del Pueblo
Goodyear, AZ 85338
Phone: 623-882-7632
The contractor shall be responsible for coordinating all pavements marking work with the Streets/Traffic
Superintendent. A contract purchase order and written work order from the StreeWrmffic Superintendent or
designee is necessary before any work can proceed on any project. Any work that is done by the contractor
without proper authorization may not be eligible for payment.
Manual on Uniform Traffic Control Devices (TIUTCD), latest Edition as adopted by the City and the City's
supplement to this document; City of Goodyear Engineering Design Standards and Policies Manual current
editions; MCDOT Pavement Marking Manual current editions; ADOT Standard Specifications for Road and
Bridge Construction current editions plus all applicable Stored Specifications; ADOT Standard Drawings for
Signing and Marking current editions and any documents referenced directly in the specifications and this IFB.
4. WORK DETAILS
This contract will involve a number of different categories of pavement marking work The necessary traffic control
work and mobilization, if applicable, is regarded as in support of all the pavement marking work'items and will be
managed accordingly:
The contractor shall supply all the necessary materials, labor, equipment and traffic control to do all the pavement
marking work described herein.
The categories of pavement marling work are:
1. Waterbome Paint Markings (WPM)
2. Thermoplastic Markings (THM)
3. Profile Thermoplastic Markings (PFM
4. Existing Pavement Marling Removal and/or Surface Preparstion (PMR'nr SP)
5. Traffic Control
The technica),requirements regarding all the work within this contract and the applicable will be divided into these
five categories. All the labor, equipment and other items necessary for the proper execution of this work will be
considered to be included within these five areas.
Marking work will also be divided into two basic types of work based on application. The work units are as follows:
Sciatation No: IFB 184140 1 W—.goodyearaz.gav I Page 26 of 71
Office of Procurement
CIT17 OF GOODYEAR
196N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Scope of Work
Phone: 623-882-7834
Go"o"dyear
The City of Goodyear' representatives:
City Traffic Enttineer
Engineering Department
City of Goodyear, Arizona
14455 W Van Buren St., Ste. D101
Goodyear, AZ 85338
623.882.7519 - Direct
Eneineerine Director
Engineering Department
City of Goodyear, Arizona
14455 W. Van Buren SL, Ste. 13101
Goodyear, AZ 85338
Streetsfr af5c Superintendent
200 S. Calle Del Pueblo
Goodyear, AZ 85338
Phone: 623-882-7632
The contractor shall be responsible for coordinating all pavements marking work with the Streets/Traffic
Superintendent. A contract purchase order and written work order from the StreeWrmffic Superintendent or
designee is necessary before any work can proceed on any project. Any work that is done by the contractor
without proper authorization may not be eligible for payment.
Manual on Uniform Traffic Control Devices (TIUTCD), latest Edition as adopted by the City and the City's
supplement to this document; City of Goodyear Engineering Design Standards and Policies Manual current
editions; MCDOT Pavement Marking Manual current editions; ADOT Standard Specifications for Road and
Bridge Construction current editions plus all applicable Stored Specifications; ADOT Standard Drawings for
Signing and Marking current editions and any documents referenced directly in the specifications and this IFB.
4. WORK DETAILS
This contract will involve a number of different categories of pavement marking work The necessary traffic control
work and mobilization, if applicable, is regarded as in support of all the pavement marking work'items and will be
managed accordingly:
The contractor shall supply all the necessary materials, labor, equipment and traffic control to do all the pavement
marking work described herein.
The categories of pavement marling work are:
1. Waterbome Paint Markings (WPM)
2. Thermoplastic Markings (THM)
3. Profile Thermoplastic Markings (PFM
4. Existing Pavement Marling Removal and/or Surface Preparstion (PMR'nr SP)
5. Traffic Control
The technica),requirements regarding all the work within this contract and the applicable will be divided into these
five categories. All the labor, equipment and other items necessary for the proper execution of this work will be
considered to be included within these five areas.
Marking work will also be divided into two basic types of work based on application. The work units are as follows:
Sciatation No: IFB 184140 1 W—.goodyearaz.gav I Page 26 of 71
UNIT 1 - Short Line Work: Short line work. is defined as those markings that are typically installed or
removed using a walk behind hand can unit. The types of markings installed or removed under payment items
on the short line fee schedule will include cross hatching, intersection -guide lines, stop bars, crosswalks,
legends, arrows, raised curb painting and railroad markings. The short line work unit can also be used, at the
approval of the City, to reinstall short segments (200 feet +I- or less) of long lines if necessary.
UNIT 2 - Long Line Work: Lone line work is defined as those markings which are typically installed or
removed at a fairly rapid speed using a long line truck that has a driver and an operator. The types of markings
to be installed or removed under payment items on the long line fee schedule will include lane lines, center
lines, edge lines, gore lines and storage lines.
For the other categories of work. in order to accommodate the -City's unforeseeable usage, three (3) order sizes have
been established for each specified subcategory of items. These order size -variations are also intended. to allow
each Offeror an opportunity to fairly pass on mobilization, labor and equipment costs while still allowing the City
the convenience of it small project and the economies of larger projects. '
There are three (3) levels of bid prices for all of the work items identified. The application of the levels ofbid prices
will be determined based an the estimated overall dollar value of all the pavement marking work to be done on that
specific pavement marking project defined in the City's written contract work order. The overall calculation of
value shall exclude any costs for traffic control.
The project quantity value levels are as follows:
Level 1- A minimum project value of beiween$5,000.00 to $19,999.99 of pavement marking work.
Level 11- A project value of between 520,000.00 to 599,999.99 of pavement marking Work.
Level ID - A project value of $100,000 or more of'pavement marking work.
All items, traffic control and mobilization items will be included with the unit bid price on the Fee Schedule and
not as a separate item except for uniformed officers, have three levels of applicability based on these levels and the
criteria specified herein. It shall be the contractor's responsibility to verify the indicated quantities and the
applicable project quantity value levels.
The City Traffic Engineer will be the City's authority on all work accomplished on the Citywide Pavement Marking
Contract.
The contractor shall log quantities daily. A sample Daily Work Quantities Reportis attached as Exhibit 1.
4:1 Items of work
All items of work shall be provided in conformance to the specifications and as presented on the appropriate
Fee Schedule.
4. 1.1 Method of Measurement
The installation, removal of pavement marling lines, and surface preparation will,be measured by the
linear foot along the center line of the pavement marking line (or stripe) and will be based on the specific
payment item as herein described and specified on the appropriate Fee Schedule
Soadtatlon No: IFB 18-4140 1 w .goodyeam.gor I Page 27 of 71
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
A,,''
P.O. Box 5100
Goodyear, AZ 85338
�OIYCr; r
Scope of Work
Phone: 623-882-7834
UNIT 1 - Short Line Work: Short line work. is defined as those markings that are typically installed or
removed using a walk behind hand can unit. The types of markings installed or removed under payment items
on the short line fee schedule will include cross hatching, intersection -guide lines, stop bars, crosswalks,
legends, arrows, raised curb painting and railroad markings. The short line work unit can also be used, at the
approval of the City, to reinstall short segments (200 feet +I- or less) of long lines if necessary.
UNIT 2 - Long Line Work: Lone line work is defined as those markings which are typically installed or
removed at a fairly rapid speed using a long line truck that has a driver and an operator. The types of markings
to be installed or removed under payment items on the long line fee schedule will include lane lines, center
lines, edge lines, gore lines and storage lines.
For the other categories of work. in order to accommodate the -City's unforeseeable usage, three (3) order sizes have
been established for each specified subcategory of items. These order size -variations are also intended. to allow
each Offeror an opportunity to fairly pass on mobilization, labor and equipment costs while still allowing the City
the convenience of it small project and the economies of larger projects. '
There are three (3) levels of bid prices for all of the work items identified. The application of the levels ofbid prices
will be determined based an the estimated overall dollar value of all the pavement marking work to be done on that
specific pavement marking project defined in the City's written contract work order. The overall calculation of
value shall exclude any costs for traffic control.
The project quantity value levels are as follows:
Level 1- A minimum project value of beiween$5,000.00 to $19,999.99 of pavement marking work.
Level 11- A project value of between 520,000.00 to 599,999.99 of pavement marking Work.
Level ID - A project value of $100,000 or more of'pavement marking work.
All items, traffic control and mobilization items will be included with the unit bid price on the Fee Schedule and
not as a separate item except for uniformed officers, have three levels of applicability based on these levels and the
criteria specified herein. It shall be the contractor's responsibility to verify the indicated quantities and the
applicable project quantity value levels.
The City Traffic Engineer will be the City's authority on all work accomplished on the Citywide Pavement Marking
Contract.
The contractor shall log quantities daily. A sample Daily Work Quantities Reportis attached as Exhibit 1.
4:1 Items of work
All items of work shall be provided in conformance to the specifications and as presented on the appropriate
Fee Schedule.
4. 1.1 Method of Measurement
The installation, removal of pavement marling lines, and surface preparation will,be measured by the
linear foot along the center line of the pavement marking line (or stripe) and will be based on the specific
payment item as herein described and specified on the appropriate Fee Schedule
Soadtatlon No: IFB 18-4140 1 w .goodyeam.gor I Page 27 of 71
Any measurement of a line that is not specifically addressed per the Fee Scheduile with a plan width and
length that is greater or less than the basic four inches, will be converted io the appropriate four inch wide
item by the following method:
Plan Width of Striping (inches) x Linear Feet
4 (inches)
This measurement method is defined as the equivalent four inch linear foot.
No measurement will be made of gaps (e.g area of no marking) between the dashed lines. The installation
and the removal of crosswalk lines, stop bars, stop lines, gore lines; cross hatch lines, chevron lines, the
"X" in a railroad marking and railroad marking transverse lines will be measured per the linear foot per
the width specified or the averaged width as measured is the field as equated by the equivalent four inch
wide linear foot formula contained herein. This includes the installation of primer/sealer for
thermoplastic lines, the removal of PCCP curing compound and the removal or surface preparation of
existing pavement markings.
The installation, removal, and surface preparation of pavement marking symbols and legends shall be
measured by each unit. Eacb pavement symbol and each legend that exists in the field and/or is a pan
of the work order and as defined on the Signing and Marking Standard Drawings, will he considered a
unit
A symbol unit is defined as a complete tum arrow, combination arrow, through (or straight) arrow, bike
lane symbol. A four letter legend unit is defined as a complete "ONLY," "TURN "XING", "RIGHT'.
-LEFT", or "STOP." All otherpavement legends will be paid for based on the single letter.
All curb painting shall be paid for by the actual square footage measurcd,in the fteldby the contractor
and approved by the City representative.
Removal of curing compound from Portland Cement Concrete Pavement (PCCP) and the application of
any primer sealer, which may be applied to both old'and new PCCP, prior to the application of
thermoplastic marling, shall be measured by the linear foot for lines (or stripes) or unit each for symbols
and legends; respectively, depending on the nature of the work to he done, in accordance with the items
of work established in the Fee Schedule.
The removal of lines for the arterials, collectors and residential streets will include all materials and
widths.
Extruded 90 mil thermoplastic rum lane guidelines that go through signalized and non -signalized
intersections shall be paid for by each four -inch wide by two -foot long stripe or line installed.
The application of'primer or contact cement for the installation of. preformed tape in shall be
considered incidental to the applicable items: The type used (primer or contact cement) and the number
of coats applied shall be in accordance with the preformed marking manufacturer's recommendations.
The marking layout item and/or barrier marker installation shall be paid per the hour. Under this item
the contractor shall provide a crew of two to three persons or more to layout the required locations and/or
No: IFn 184140 1 —.go00yeX=.g0v I Page 28 of 71
Office Procurement
',,''
CITY OF GOODYEAR
Li
190 N. Litchfield Road
P.O. Box 5100
• Goodyear, AZ 85338
GOO!
Scope of Work
Phone: 623-882-7534
Any measurement of a line that is not specifically addressed per the Fee Scheduile with a plan width and
length that is greater or less than the basic four inches, will be converted io the appropriate four inch wide
item by the following method:
Plan Width of Striping (inches) x Linear Feet
4 (inches)
This measurement method is defined as the equivalent four inch linear foot.
No measurement will be made of gaps (e.g area of no marking) between the dashed lines. The installation
and the removal of crosswalk lines, stop bars, stop lines, gore lines; cross hatch lines, chevron lines, the
"X" in a railroad marking and railroad marking transverse lines will be measured per the linear foot per
the width specified or the averaged width as measured is the field as equated by the equivalent four inch
wide linear foot formula contained herein. This includes the installation of primer/sealer for
thermoplastic lines, the removal of PCCP curing compound and the removal or surface preparation of
existing pavement markings.
The installation, removal, and surface preparation of pavement marking symbols and legends shall be
measured by each unit. Eacb pavement symbol and each legend that exists in the field and/or is a pan
of the work order and as defined on the Signing and Marking Standard Drawings, will he considered a
unit
A symbol unit is defined as a complete tum arrow, combination arrow, through (or straight) arrow, bike
lane symbol. A four letter legend unit is defined as a complete "ONLY," "TURN "XING", "RIGHT'.
-LEFT", or "STOP." All otherpavement legends will be paid for based on the single letter.
All curb painting shall be paid for by the actual square footage measurcd,in the fteldby the contractor
and approved by the City representative.
Removal of curing compound from Portland Cement Concrete Pavement (PCCP) and the application of
any primer sealer, which may be applied to both old'and new PCCP, prior to the application of
thermoplastic marling, shall be measured by the linear foot for lines (or stripes) or unit each for symbols
and legends; respectively, depending on the nature of the work to he done, in accordance with the items
of work established in the Fee Schedule.
The removal of lines for the arterials, collectors and residential streets will include all materials and
widths.
Extruded 90 mil thermoplastic rum lane guidelines that go through signalized and non -signalized
intersections shall be paid for by each four -inch wide by two -foot long stripe or line installed.
The application of'primer or contact cement for the installation of. preformed tape in shall be
considered incidental to the applicable items: The type used (primer or contact cement) and the number
of coats applied shall be in accordance with the preformed marking manufacturer's recommendations.
The marking layout item and/or barrier marker installation shall be paid per the hour. Under this item
the contractor shall provide a crew of two to three persons or more to layout the required locations and/or
No: IFn 184140 1 —.go00yeX=.g0v I Page 28 of 71
install City furnished barrier markets for pavement marling on a project as required per the work order
and as directed by the City. The number of hours to do the workshall be agreod upon prior to starring..
The actual hours spent will be recorded by the City., This item•may also be used to as -built existing
pavement markings to help the City. in developing new plans or retaining layouts which will be covered
or destroyed by pavement maintenance activities.
Off-duty police officers will be paid for as detailed on the Fee Schedule.
4.1 .2 Application Requirements
The work under all pavement marking installation items shall consist of cleaning and preparing pavement
surfaces and furnishing and applying reflectorized markings to the prepared pavement in accordance
with the manufacturers' specifications; and the requirements of these spatificadons. A wide variety of
'work is required under this contract. The materials, method and equipment used shall conform to the
necessary requirements to ensure proper and successful application.
All work performed on this contract shall he subject to inspection by the City. The contractor shall give
the City full access and cooperation in the discharge of these duties. The inspection of work is an integral
part of any work item being eligible for payment.
The requirements stated under this subsection, as applicable, are intended to apply to the installation of
all pavement marking materials. Specific requirements that apply only to that material are contained
under that specific subsection.
4.1.3 Pavement Marking Location
To prevent marker bond failure the application of pavement markings shall follow these installation
location rules:
The edge line shall not be placed on the joint between the traveled lane and the shoulder.
Markings shall be laid out as defined in project special instructions/plans, Sighing and Marking Standard
Drawings and as directed by'the City.
When markings are placed over existing pavement markings, unless otherwise directed by the work order
or City, the new pavement marking shall overlay the existing -pavement markings. The starting and
stopping points on long line applications shall not vary more than two (2) inches length wise and not
more than 1/2 inch on the width. Ovelaying of existing legend and symbols shall match'the existing
markings within one (1) inch or less.
4.1.3 Materials
The City reserves the right to sample and test any materials used on the project. All materials that do not
meet specifications will be rejected.
The contractor shall provide a full accounting of all marking materials applied Thus, it is important that
the contractor carefully monitor material inventories on every project.
It shall be the responsibility of the contractor to provide for adequate disposal in approved. landfills of
any removed markingmaterial, cleaning fluids, excess material and all empty containers. Venting of
Soridtation No:. IF8 184140 w .goodyearaz.gov Page 29 of 71
Office of Procurement
CITY OF GOODYEAR
190 N. Litchfield Road
',,''
P.O. 00
-2
r, Z
Goodyear; 85
w
_ `338
Goodyear
Scope of Work
-8 2-783
Phone: 623-882-7834
install City furnished barrier markets for pavement marling on a project as required per the work order
and as directed by the City. The number of hours to do the workshall be agreod upon prior to starring..
The actual hours spent will be recorded by the City., This item•may also be used to as -built existing
pavement markings to help the City. in developing new plans or retaining layouts which will be covered
or destroyed by pavement maintenance activities.
Off-duty police officers will be paid for as detailed on the Fee Schedule.
4.1 .2 Application Requirements
The work under all pavement marking installation items shall consist of cleaning and preparing pavement
surfaces and furnishing and applying reflectorized markings to the prepared pavement in accordance
with the manufacturers' specifications; and the requirements of these spatificadons. A wide variety of
'work is required under this contract. The materials, method and equipment used shall conform to the
necessary requirements to ensure proper and successful application.
All work performed on this contract shall he subject to inspection by the City. The contractor shall give
the City full access and cooperation in the discharge of these duties. The inspection of work is an integral
part of any work item being eligible for payment.
The requirements stated under this subsection, as applicable, are intended to apply to the installation of
all pavement marking materials. Specific requirements that apply only to that material are contained
under that specific subsection.
4.1.3 Pavement Marking Location
To prevent marker bond failure the application of pavement markings shall follow these installation
location rules:
The edge line shall not be placed on the joint between the traveled lane and the shoulder.
Markings shall be laid out as defined in project special instructions/plans, Sighing and Marking Standard
Drawings and as directed by'the City.
When markings are placed over existing pavement markings, unless otherwise directed by the work order
or City, the new pavement marking shall overlay the existing -pavement markings. The starting and
stopping points on long line applications shall not vary more than two (2) inches length wise and not
more than 1/2 inch on the width. Ovelaying of existing legend and symbols shall match'the existing
markings within one (1) inch or less.
4.1.3 Materials
The City reserves the right to sample and test any materials used on the project. All materials that do not
meet specifications will be rejected.
The contractor shall provide a full accounting of all marking materials applied Thus, it is important that
the contractor carefully monitor material inventories on every project.
It shall be the responsibility of the contractor to provide for adequate disposal in approved. landfills of
any removed markingmaterial, cleaning fluids, excess material and all empty containers. Venting of
Soridtation No:. IF8 184140 w .goodyearaz.gov Page 29 of 71
,,'
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
P.O: Box 5100
Goodyear, -8 85338
Goodyear
Scope of Work
2-783
Phone: 623-882-7834
pavement marking materials on state property is allowed if approved by the City.. The contractor shall
clean up all vented material.
4.1.4 Pavement Surface
The contractor shall remove all dirt, dust, grease, oil or other detrimental material from the road surface
prior to application of any pavement markiJig material. This includes using a hand posh broom to remove
surface dust and din for all Hand application work. This also includes poorly adhered existing pavement
and pavement markings not defined as marker obliteration on the Contract Work Order. The surface of
all existing markings to be overlaid shall be cleaned.
The method of cleaning the surface is subject to approval by the City and shall include PM 10 approved
machine sweeping (wet or dry), hand sweeping and the use of high-pressure air spray. All loose material
including grindings and obliterated marling material shall be collected and removed from the pavement
surface and properly disposed of. The method of surface preparation shall be perthe recommendations
of the pavement marking material manufacturer. The cost for cleaning.and preparing the surface,
including abrasive sweeping and high-pressure air spray, shall be considered pan of the cost for applying
pavement marking material. No separate measurement or payment will be made for this work -
lite road surface shall be absolutely dry with no surface dampness, dew or subsurface wetness. The day
material is to be applied there shall be no forecast of rain for die day. If it begins to rain all marking
operations shall be stopped.
Pavement subsurface moisture can be present in amounts sufficient to affect proper bonding, even if the.
pavement surface appears dry. If the presence of subsurface moisture is suspected the following test
procedure shall be performed prior to the start of pavement marking operations. A two foot by two foot
section (or sheet) of clear plastic shall be.taped to the roadway. The sheet shall remain on the roadway
for at least a half hour: If at any time during this half hour significant moisture accumulates on the inside
(or pavement side) of the plastic then pavement marking operations shall be delayed or postponed until
such time the pavement has dried..
4.1.5 Air and Pavement Temperature
Eacti material has its specific application temperature requirements The material manufacturer's
recommendation, regarding these temperatures shall be followed at 811 times. If at any time during
marking operations the temperature falls below these requirements all marking operations shall stop.
Air and pavement surface temperatures shall be measured one half hour prior to, and one to two hours
after striping installation activities begin and continue through the end of the day'(if temperature
specification is near critical). if needed, the City may require temperature readings be taken at shorter
time intervals. The measured temperatures shall be recorded in a log book by the 'contractor. The
pavement surface temperature shall be measured with an approved, standard surface temperature
thermometer or a non -contact infrared thermometer.
4.1.6 Calibration
Each day prior to the start of any pavement marking operations that involve paint or thermoplastic (for
spray applications), the contractor shall calibrate the wet film thickness and glass bead application to
those specified rates. .Any work performed -without the benefit of calibration may be rejected. If at any
time conditions change or it appears the requited application rates are not being achieved then the
calibration process shall be repeated if directed to do so by the City.
Solicitation No: IFB 184140 1 w .goodyea—.Q v _ I Page 30 of 71,
4. U.6 Glass Beads
Drop. -on glass beads.shall be immediately mechanically deposited after the paint, thermoplastic, or
profile thermoplastic markings are applied. If the glass beads are not adhering to these markings as
intended, all operations shall be stopped until the problem can be corrected. All markings that are
determined by the City not to have sufficient drop -on glass beads, as herein.specifted, shall be either
removed and replaced or overlaid with new markings at no additional cost to the City. Drop -on glass
beads anchor and retro -reflect best at 55% to 60% embedment of their diameter.
All glass bead application equipment shall be calibrated prior to the start of striping operations so the
application rate of the glass beads coincides with the required thickness of the pavement marking material
and, if sprayed, the application speed. The bead flow calibration method shall he per the requirements
specified herein.
4.1.7 Thickness
Random spot checks of the markings thickness may also be made by the City to ensure conformance
with the requirements of these specifications. The contractor shall inspect the wet thickness immediately
after the marking is applied by inserting a thin, graduated machinist rule or similar instrument into the
wet material to the depth of the underlying surface. The thickness is then determined visually by noting
the depth of penetration. The City's irispector may use this method or an alternative spot check procedure
which is to place a small flat sheer of black painted metal- or tape with a known thickness immediately,
ahead of the striping apparants. After striping, the sample shall be measured with a suitable measuring
device, e.g. caliper; micrometer, to determine the thickness of the marking.
If the thickness of the applied markings is not conforming to the requirements of the specifications within
acceptable parameters all marking operations shall stop. Waterboriuc paint markings shall not be applied
any thicker than 16 to 17 mils. Corrective action shall immediately be taken (e.g. adjusting application
speed and/or pressure or gun flow settings) to ensure that the proper thickness: is being applied.
Corrective measures may include the reapplication of additional thickness to already applied markings•
that are known to be thin. If three or more stops are made to correct thickness problems, the City may
order the contractor to recalibrate per the procedures stated herein.
4.1.8 No Track and Irvine Time
Each pavement marking material has its own specific no track and drying time that vary greatly with
ambient weather conditions. The contractor shall coordinate with the material manufacturer on the times
that apply to their materials. The no track and drying timec.shall be accounted for in all traffic control
plans. TtafTrc shall not be allowed on any paint or thermoplasticmarking until it has reached no track
No track is the lapsed time that is required for the markings, as applied in the field with glass beads, not
to splash or track any applied marling material when nm over with a vehicle tire. The Contractor shall
be responsible for all claims, made for markings splashed on vehicles arising from the contractors
operations. Coning of applied markings shall be performed as necessary.
The drying time shall be defined as the minimum elapsed time, after application, Mien the pavement
markings shall have and shall retain the characteristics required herein and after which normal traffic
will leave no impression or,imprint on the newly applied markings. The City may conduct a field test in
accordance with ASTM D-711 to verify actual drying.
Solicitation No: 1FB 18-A 140 1 wvvw.goodyeam-gov I 'Page 31 o171
•CITY OF GOODYEAR
190 N. Li Procurement
190 N. Litchfield Road
Ah,,''
P.O. Box 5100
Goodyear, AZ 85338
WDoOrear
Scope of Work
Phone: 623-882-7834
4. U.6 Glass Beads
Drop. -on glass beads.shall be immediately mechanically deposited after the paint, thermoplastic, or
profile thermoplastic markings are applied. If the glass beads are not adhering to these markings as
intended, all operations shall be stopped until the problem can be corrected. All markings that are
determined by the City not to have sufficient drop -on glass beads, as herein.specifted, shall be either
removed and replaced or overlaid with new markings at no additional cost to the City. Drop -on glass
beads anchor and retro -reflect best at 55% to 60% embedment of their diameter.
All glass bead application equipment shall be calibrated prior to the start of striping operations so the
application rate of the glass beads coincides with the required thickness of the pavement marking material
and, if sprayed, the application speed. The bead flow calibration method shall he per the requirements
specified herein.
4.1.7 Thickness
Random spot checks of the markings thickness may also be made by the City to ensure conformance
with the requirements of these specifications. The contractor shall inspect the wet thickness immediately
after the marking is applied by inserting a thin, graduated machinist rule or similar instrument into the
wet material to the depth of the underlying surface. The thickness is then determined visually by noting
the depth of penetration. The City's irispector may use this method or an alternative spot check procedure
which is to place a small flat sheer of black painted metal- or tape with a known thickness immediately,
ahead of the striping apparants. After striping, the sample shall be measured with a suitable measuring
device, e.g. caliper; micrometer, to determine the thickness of the marking.
If the thickness of the applied markings is not conforming to the requirements of the specifications within
acceptable parameters all marking operations shall stop. Waterboriuc paint markings shall not be applied
any thicker than 16 to 17 mils. Corrective action shall immediately be taken (e.g. adjusting application
speed and/or pressure or gun flow settings) to ensure that the proper thickness: is being applied.
Corrective measures may include the reapplication of additional thickness to already applied markings•
that are known to be thin. If three or more stops are made to correct thickness problems, the City may
order the contractor to recalibrate per the procedures stated herein.
4.1.8 No Track and Irvine Time
Each pavement marking material has its own specific no track and drying time that vary greatly with
ambient weather conditions. The contractor shall coordinate with the material manufacturer on the times
that apply to their materials. The no track and drying timec.shall be accounted for in all traffic control
plans. TtafTrc shall not be allowed on any paint or thermoplasticmarking until it has reached no track
No track is the lapsed time that is required for the markings, as applied in the field with glass beads, not
to splash or track any applied marling material when nm over with a vehicle tire. The Contractor shall
be responsible for all claims, made for markings splashed on vehicles arising from the contractors
operations. Coning of applied markings shall be performed as necessary.
The drying time shall be defined as the minimum elapsed time, after application, Mien the pavement
markings shall have and shall retain the characteristics required herein and after which normal traffic
will leave no impression or,imprint on the newly applied markings. The City may conduct a field test in
accordance with ASTM D-711 to verify actual drying.
Solicitation No: 1FB 18-A 140 1 wvvw.goodyeam-gov I 'Page 31 o171
,'
CITY OF -GOODYEAR
Office of Procurement
190 N. Litchfield Road
4 to 5 inches
6 inches
P.O. Box 5100
ZScope
Goodyear, AZ 85338
Over 8 inches
68 r
yea4
of Work
Phone: 623-882-7834
4.1.9.Apnearance and Width of Placed Marlines
The finished pavement marking line shall have well defined edges and be free from waviness. Lateral
deviation of the line shall not exceed one inch in 100 feet. The longitudinal deviation of a line segment
and gap shall not vary more than six inches in a 40 foot cycle. According to the width of line called for
on the plans the actual width of line shall be within the limits specified in the following table:
Plan Width
Actual Width
4 inches
4 to 5 inches
6 inches
6 to 7 inches
8 inches
8 to 9 inches
Over 8 inches
Plus I to 2 inches
After application and sufficient drying time, the marling shall show no appreciable deformation or
discoloration under local traffic conditions in an air and/or road temperature ranging from -10 degrees to
+ 180 degrees F.
4.1.10 Retro -reflectance
The white and yellow pavement markings shall have the following minimum retro -reflectance values as
measured by a 30 meter Mirolux 30 or equivalent portable reirr>-reflectometer initially, and/or forty-five,
(45) days after application to the roadway surface:
Product Ritro-reflectance
(Millicandelas)
White 175
Yellow 125
The sample rate to determine if the applied markings meet this requirement will be based on a minimum
of four randomly, selected points taken approximately at quarter points throughout the entire length of
the project. Readings taken at each point shall be for each type of marking that is represented at that
location. Such as edge lines, lane lines, legends; symbols, stop bars and cross calks. Three readings.
will be taken and then averaged with the compliance determination based on the -average of those three
readings. Additional sample points may be taken by.the City.
The City considers the LTL -2000 and MX -30 to be equivalent portable retro-refiectometers for
detemuning the requirements stated herein.
If approved by the City, the Contractor may elect to increase bead application rates to ensure
conformance within these requirements.
4.2 Other Requirements
All work items shall conform to the applicable requirements specified in the following documents:
• Manual on Uniform Traffic Control Devices (MUTCD), Latest Edition, as adopted by the City.
• City of Goodyear Engineering Standards and Policies Manual (Viewed online at www.goodyearazeov)
• Arizona Department of Transportation, Standard Specifications for Road and Bridge Construction, Latest
Edition including errata, and addenda and all related Stored Specifications:
Solicitation No:. IFB 18-4140 1 w .p000yearm.Hw. I -Pape 32 of 71
• Arizona Department of Traimpottation, Materials Testing Manual (THE CITY M -XII -TWO -D), Materials
Section, Current Edition (Materials Testing Manual).
• Arizona Department of Transportation, Approved Products List
• American Society for Testing Materials (ASTM); Standard Specifications.
• American' Association of State Highway and Transportation Officials (AASHTO), Standard Specifications
for Transportation Materials and Methods of Sampling and Testing.
• Maricopa County Department of Transportation Pavement Marking Manual
4:2.1 Brand Name or Eaual Specification
The brand name products that are known to be in conformance with these specifications are included in
the Arizona Department of Transportation Approved Products List. Alternative brands will be
considered if proven to be of equal or better quality than those listed
4;2.2 Technical Discrepancies
If, at any time, the Offeror is aware of any discrepancies between this specification and any other standard
or criteria, referenced they shall notify the City in writing. This notification.shall provide detailed
information regarding the potential problem and present possible solutions, if applicable:
4.2.3 Satisfactory Performance Life
All materials shall be applied per. the manufacturer's recommendations and per the applicable
requirements of the specifications. Satisfactory performance life shall be considered to be achieved if
the actual fife of the applied -markings do not deteriorate'due to natural causes and normal road wear
within the specified expected pavement marking life times. The minimum expected pavement marking
lifetimes are detailed in Section 14 of the Scope of Work. The contractor shall correct any unsatisfactory
performance conditions within that time frame without cost to the City. Consistent unsatisfactory
performance may be grounds for parcel or total cancellation of a contract.
Unsatisfactory performance conditions include, but are not limited to, the display of the following.
Any shrinkage that is more than 1/4 inch.
Any delamination of any layer.
Significant discoloration to the point that the marking fails to conform to specified color.
Significant cracking, crazing, blistering, flaking or chipping that causes the markings to look unsightly
and worn out.
The markings were not placed properly per the requirements of the specifications.
Loss ofadhesion due to underlying dirt that should have been cleaned off before the markings were
placed.
Subjective and/or objective measures as based on this specification and other nationally accepted
standards and practices will be used by the City to judge unsatisfactory performance. The contractor
shall warranty all applied materials specified expected pavement marking life times.
Nw iFB 1 tt4140 1 w .goodyearaz.gov I Page 33 or 71
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
P.O. Box 5100
Goodyear. AZ 338
Godyear
o
Scope of Work
2783
Phone: 623-882-7834
• Arizona Department of Traimpottation, Materials Testing Manual (THE CITY M -XII -TWO -D), Materials
Section, Current Edition (Materials Testing Manual).
• Arizona Department of Transportation, Approved Products List
• American Society for Testing Materials (ASTM); Standard Specifications.
• American' Association of State Highway and Transportation Officials (AASHTO), Standard Specifications
for Transportation Materials and Methods of Sampling and Testing.
• Maricopa County Department of Transportation Pavement Marking Manual
4:2.1 Brand Name or Eaual Specification
The brand name products that are known to be in conformance with these specifications are included in
the Arizona Department of Transportation Approved Products List. Alternative brands will be
considered if proven to be of equal or better quality than those listed
4;2.2 Technical Discrepancies
If, at any time, the Offeror is aware of any discrepancies between this specification and any other standard
or criteria, referenced they shall notify the City in writing. This notification.shall provide detailed
information regarding the potential problem and present possible solutions, if applicable:
4.2.3 Satisfactory Performance Life
All materials shall be applied per. the manufacturer's recommendations and per the applicable
requirements of the specifications. Satisfactory performance life shall be considered to be achieved if
the actual fife of the applied -markings do not deteriorate'due to natural causes and normal road wear
within the specified expected pavement marking life times. The minimum expected pavement marking
lifetimes are detailed in Section 14 of the Scope of Work. The contractor shall correct any unsatisfactory
performance conditions within that time frame without cost to the City. Consistent unsatisfactory
performance may be grounds for parcel or total cancellation of a contract.
Unsatisfactory performance conditions include, but are not limited to, the display of the following.
Any shrinkage that is more than 1/4 inch.
Any delamination of any layer.
Significant discoloration to the point that the marking fails to conform to specified color.
Significant cracking, crazing, blistering, flaking or chipping that causes the markings to look unsightly
and worn out.
The markings were not placed properly per the requirements of the specifications.
Loss ofadhesion due to underlying dirt that should have been cleaned off before the markings were
placed.
Subjective and/or objective measures as based on this specification and other nationally accepted
standards and practices will be used by the City to judge unsatisfactory performance. The contractor
shall warranty all applied materials specified expected pavement marking life times.
Nw iFB 1 tt4140 1 w .goodyearaz.gov I Page 33 or 71
4.3 WATERBORNE PALNT.MARKINGS (WPM)
4.3.1 Description
The work under this subsection shall consist of cleaning and preparing pavement surfaces and furnishing
(if not supplied by the City) and applying reflectorized waterbome paint pavement markings using a
hand can (or short line) spray device and long line spray truck. The paint shall be applied to the locations,
shapes, widths and thickness as required by. work order and details shown on any attached plans (if
applicable) and in accordance with the manufacturers' specifications, these specifications and as directed
by the City.
4:3.2 General
The watertwme pavement marking paint material shall be a ready -mined, one componentlead-free paint
that is specifically compoundedfor pavement marking. Two types of paints shall be supplied, one
specifically designed for roadway surface applications and the other for curb painting. The
characteristics of the material shall be such thaf complete and even coverage of a line.at a specified
thickness, 15 wet mils for roadway striping and 10 wet mils for curb painting, width and configuration
can be achieved at application speeds faster than 5 miles per hour. With glass beads applied, this material,
upon drying shall produce an adherent reflectorized marking capable of resisting deformation and wear
presented by a roadway environment.
43.3 Composition
The composition of the paint shall be detern-dned by the manufacturer and shall be per their written
requirements and specifications on file with the City as a Class I paint. It will be the,manufactuters
responsibility to produce a pigment waterborne paint containing all the necessary solvents, dispersants,.
wetting agents, preservatives and all other additives, so that the paint shall retain its viscosity. stability
and all of the properties as specified herein.
The manufacturer shall certify that the product does not contain mere ui.y, lead, hexavalent chromium,
toluene, chlorinated solvents, hydrolyzable chlorine derivatives, ethylene -based glycol ethers and then
acetates, nor any canvwgnr, as defined in 29 CFR 1910\1200. The Icad content shall not exceed 0.06
percent by weight of the dry film and the test for chromium content shall be negative.
4.3.4 Quantitative Requirements of Mixed Class I Paint'
Component
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
Pigment, percent by weight, ASTM D3727, allowable variation_ from
qualif�ing sample. The minimum shall be 56%.
+/-2.0%
P.O. Box 5100
Non-volatile content, percent by weight vehicle, ASTM D2369, allowable
variation from qualifying sample. The minimum shall be 72%.
Goodyear. AZ 85338
+/-2.0%
Goodyear
Scope of Work
Phone::623-882-7834
4.3 WATERBORNE PALNT.MARKINGS (WPM)
4.3.1 Description
The work under this subsection shall consist of cleaning and preparing pavement surfaces and furnishing
(if not supplied by the City) and applying reflectorized waterbome paint pavement markings using a
hand can (or short line) spray device and long line spray truck. The paint shall be applied to the locations,
shapes, widths and thickness as required by. work order and details shown on any attached plans (if
applicable) and in accordance with the manufacturers' specifications, these specifications and as directed
by the City.
4:3.2 General
The watertwme pavement marking paint material shall be a ready -mined, one componentlead-free paint
that is specifically compoundedfor pavement marking. Two types of paints shall be supplied, one
specifically designed for roadway surface applications and the other for curb painting. The
characteristics of the material shall be such thaf complete and even coverage of a line.at a specified
thickness, 15 wet mils for roadway striping and 10 wet mils for curb painting, width and configuration
can be achieved at application speeds faster than 5 miles per hour. With glass beads applied, this material,
upon drying shall produce an adherent reflectorized marking capable of resisting deformation and wear
presented by a roadway environment.
43.3 Composition
The composition of the paint shall be detern-dned by the manufacturer and shall be per their written
requirements and specifications on file with the City as a Class I paint. It will be the,manufactuters
responsibility to produce a pigment waterborne paint containing all the necessary solvents, dispersants,.
wetting agents, preservatives and all other additives, so that the paint shall retain its viscosity. stability
and all of the properties as specified herein.
The manufacturer shall certify that the product does not contain mere ui.y, lead, hexavalent chromium,
toluene, chlorinated solvents, hydrolyzable chlorine derivatives, ethylene -based glycol ethers and then
acetates, nor any canvwgnr, as defined in 29 CFR 1910\1200. The Icad content shall not exceed 0.06
percent by weight of the dry film and the test for chromium content shall be negative.
4.3.4 Quantitative Requirements of Mixed Class I Paint'
Component
White
Yellow.
Pigment, percent by weight, ASTM D3727, allowable variation_ from
qualif�ing sample. The minimum shall be 56%.
+/-2.0%
+/-2.(M
Non-volatile content, percent by weight vehicle, ASTM D2369, allowable
variation from qualifying sample. The minimum shall be 72%.
+/-2.0%
+/-2.0%
Viscosity, Kreb units at 77 t 1 OF, ASTM D562.
M95
'80-95
Weight per,gallon, pounds at 77 ± I OF, ASTM D1475. The minimum shall
be 13 pounds per on. The allowable variation in unds.
+/-.2
+/-.2
Vehicle composition, vehicle Infiared Spectra, ASTM D2621, allowable
variation from qualifying sample.
None
None
pH, ASTM E70, allowable variation from qualifying sample. (minimum of
10.0
+/=1.0
+/-1.0
Fineness of dispersion, HEGMAN, minimum, ASTM D1210.
3.0
-3.0
.Solidtation No: IFB 18-4140 1 www.goodyearaz.gov I Page 34 or 71
Maximum allowable Volatile organic compounds, grans per liter, per
ASTM D3960 according to 7.1.2.
CITY OF GOODYEAR
Office of Procurement
190 N. l.itchfield'Road
Flash point, degrees F, minimum, ASTM D93, method A.
100
P.O. Box 5100
Dry time to no ick up with no beads, minutes, maximum, ASTM D711.
Goodyear, AZ 85338
9
Goodyear
Scope of Work
Phone: 623-882-7834
Maximum allowable Volatile organic compounds, grans per liter, per
ASTM D3960 according to 7.1.2.
150
150
Flash point, degrees F, minimum, ASTM D93, method A.
100
100
Dry time to no ick up with no beads, minutes, maximum, ASTM D711.
9
9
Dry through time, minutes. ASTM D1640 except no thumb pressure is used
when thumb is rotated 90 degmesonpaint flim.
20
20
Flexibility, TT -P -1 952D
Pass
Pass
If requested, the contractor via the manufacturer shall furnish factory samples of paints. Additionally,
the contractor may also be requested to furnish samples taken from existing stocks at die contractor s.
yard or at a project site. The City will test these simples. 'These samples will.be used for comparison
purposes for those paints actually used on the project and those famished from the factoiy.
4.3.5 Dry O?oacity
The Dry opacity for the paint will be determined using a black -white Leneta Chart, Form 2C Opacity
and a Photovolt 577 Reflectance meter or equal. Using a gap doctor blade a 5 mil film of paint shall be
drawn that will cover both black and white portions of the chart. The fiim shall be allowed to dry 24
hours. Afler calibrating the reflectance meter according to the manufacturer's instructions, the
reflectance will be measured over the white and black portions with the green Tristimulus filter. The dry
opacity is calculated as follows:
• Reflectance over black/reflectance over white = dry opacity.
• Dry opacity for both white and yellow paint shall be a minimum of 0.93
4.3.6 Yellowness Index
The yellowness index for the white paint will be determined as described for dry opacity, only a 15 mil
gap doctor blade will be used to draw down the paint. After drying 24.hours, the paint film's reflectance
will be measured using the green and amber Tristimulus filters. The yellow index is then calculated as
follows:
• Yellowness index = (amber- blue)/great x 100
• Yellowness index for the white paints shall be a maximum of 10.
4.3.7 Static Heat Stabilitv
The static heat stability for the paint will be determined as follows: A one pint sample of the paint in a
sealed can is to be place in a heated air circulation oven it 120 degrees F +/- I degrees F for a period of
one week. The sample is then to be removed from the oven and the viscosity checked in Kreb units at
77 degrees F +/- I degree F according to ASTM D562. The measured viscosity -shall be in the range
from 68 to 90. The tested sample shall not show any signs of instability (e.g jelling).
4.3.8 Scrub Resistance
The scrub resistance will be determined according to ASTM D2486 An appropriate doctor blade is to
be used to obtain a dry film thickness of 3 to 4 mils. The sample shall be cured for,24 hours. The scrub
test shall be performed at 77 degrees F +/- l degrees F at 50% +/- 5% humidity. The sample shall
withstand a minimum of 800 cycles.
Soadtatbn No: tFB 18-4140 1 w .goodyeanu.gov ] Page 35 of 71.
43.9 Reflectance
The reflectance for both the white and yellow paint (per a lab test without beads) will be determined
using a 15 mil draw down film sample. The same white sample used to determine the yellowness index
As herein specified may also be used for this test. The reflectance of the paint films will then bemeasured
using the green Tritimulus filter. The reflectance for the white paint shall be.a minimum of 85. The
reflectance for the yellow paint can range from 45 to 58.
4.3. 10 Freeze -Thaw Properties
The paint viscosity or consistency shall not. change significantly when the paint is tested for resistance
to three cycles of fieeze-thaw according m ASTM D2243.
43:11 Spray Properties
The paint shall be applied at a 15 tail wet film thickness in the field. The paint shall show the following
properties:
• Dry to a no track time with 90 seconds or less when the line is crossed by a standard size automobile.
(77° F, less than 500/o humidity, clear/panly cloudy and normal air flow)
• The applied paint shall accept the glass beads with the specified coating so that the beads shall embed
into the paint depth to the recommendations of the bead manufacturer.
4.3.12 Toxici
At no time shall these waterhome paint marking materials exude fomes which are toxic or injurious to
persons or property.
=43.13 Physical Properties
The paint pigment shall be well ground and evenly and uniformly dispersed in the paint solution.
The pigment shall not cake or thicken in the container, and shall not become granular or curdled.
Any settlement of pigment in the paint shall result in a thoroughly wetted soft mass that can be
easily and successfully re -mixed into proper solution with a standard mixing paddle. Upon mixing
the paint shall_ again a smooth uniform product of the proper consistency. if the paint cannot be
mixed back to a uniform, totally sprayable liquid state, then it shall be considered unfit for use and
shall not be used. The contractor shall secure replacement material that shall conform to the
requirements as specified herein.
4.3.14 Color
The paint marking material shall meet the following color requirements:
• The yellow color shall closely match Federal Test Standard Number 595b, color chip no. 33538.
The color, will be checked visually, and will be checked against. Tristimulus Values for the color
,according to Federal Test Method Standard No. 141.
• The white color shall closely match Federal Test Standard Number 595, color chip no. 17925.
4.3.1.5- Required Thickness and Glass Beads.
The glass bead and application rate will vary based on the type.specified. The paint application wet
thickness shall be 15 mils and the dry thickness shall be between S and 9 mils.
Solicitation No: IFS 18-4140—.goodyear oov Page 36 of 71
Office of Procurement
CITY OF GOODYEAR
190 N. Litchfield Road
-..W.
P.O. Box 5100
Goodyear, AZ 85338
m*or
Goodyear
Scope of Work
Phone: 623-882-7834
43.9 Reflectance
The reflectance for both the white and yellow paint (per a lab test without beads) will be determined
using a 15 mil draw down film sample. The same white sample used to determine the yellowness index
As herein specified may also be used for this test. The reflectance of the paint films will then bemeasured
using the green Tritimulus filter. The reflectance for the white paint shall be.a minimum of 85. The
reflectance for the yellow paint can range from 45 to 58.
4.3. 10 Freeze -Thaw Properties
The paint viscosity or consistency shall not. change significantly when the paint is tested for resistance
to three cycles of fieeze-thaw according m ASTM D2243.
43:11 Spray Properties
The paint shall be applied at a 15 tail wet film thickness in the field. The paint shall show the following
properties:
• Dry to a no track time with 90 seconds or less when the line is crossed by a standard size automobile.
(77° F, less than 500/o humidity, clear/panly cloudy and normal air flow)
• The applied paint shall accept the glass beads with the specified coating so that the beads shall embed
into the paint depth to the recommendations of the bead manufacturer.
4.3.12 Toxici
At no time shall these waterhome paint marking materials exude fomes which are toxic or injurious to
persons or property.
=43.13 Physical Properties
The paint pigment shall be well ground and evenly and uniformly dispersed in the paint solution.
The pigment shall not cake or thicken in the container, and shall not become granular or curdled.
Any settlement of pigment in the paint shall result in a thoroughly wetted soft mass that can be
easily and successfully re -mixed into proper solution with a standard mixing paddle. Upon mixing
the paint shall_ again a smooth uniform product of the proper consistency. if the paint cannot be
mixed back to a uniform, totally sprayable liquid state, then it shall be considered unfit for use and
shall not be used. The contractor shall secure replacement material that shall conform to the
requirements as specified herein.
4.3.14 Color
The paint marking material shall meet the following color requirements:
• The yellow color shall closely match Federal Test Standard Number 595b, color chip no. 33538.
The color, will be checked visually, and will be checked against. Tristimulus Values for the color
,according to Federal Test Method Standard No. 141.
• The white color shall closely match Federal Test Standard Number 595, color chip no. 17925.
4.3.1.5- Required Thickness and Glass Beads.
The glass bead and application rate will vary based on the type.specified. The paint application wet
thickness shall be 15 mils and the dry thickness shall be between S and 9 mils.
Solicitation No: IFS 18-4140—.goodyear oov Page 36 of 71
The glass beads shall conform to the applicable requirements of Subsection 708-2.02 of the Standard
Specifications, the pavement marking material and glass bead manufacturer's recommendations and as
specified herein.
The glass bead type; coating and application rate per specified bead application designation (as stated
on Fee Schedule, item description), type, bead coating and rate are:
Application Type of Bead (Gradation) Coating " Application Rate
Designadon(Pounds perGallon
Std Beads ADOT STD. I MP/AC 8 lbs! 21 of paint
*NOTE. The coatings shall be per the bead manufacturer's specifications and recommendations for the
type of paints specified. MP - Moisture proof bead coating. AC -Adhesion bead coating.
MP/AC indicates the requirement for dual coating,
The bead application -for curb paint shall be 10 pounds of ADOT standard glass beads per 100 sq
feet of curb painted.
4.3.16 Installation Requirements
General
Typically all long line paint operations will involve a moving application operation unless otherwise
directed by the Streets/Traffic Superintendent. -The moving striping operation traffic control shall be
as approved by the Streets/fraffrc S_ uperitttendent. The minimum traffic control usually consists of a
shadow vehicle (which follows the striping truck) which has an attenuator and a flashing arrow panel
Signs shall be placed to restrict motorist (e.g. regulatory- signs that state "Keep Off -The Stripe") from .
driving on the applied material. For two-way roadways it may be necessary to,have a vehicle out in
front of the operations with a flashing arrow panel facing opposing traffic. The cost of the shadow
vehicle will be included in the cost of the striping.
4.3.17 Equipment
The equipment, used to.install this pavement marking material shall be- constructed to provide
continuous uniform heating while mixing and agitating the material. The conveying portion of the
equipment, between the main material reservoirs and the line dispensing devices, shall be configured
to prevent accumulation and clogging. The equipment shall he capable of spraying both yellow and
white as to the rates recommended by the manufacturer to achieve the specified thickness. It shall be
capable of placing stripes on the left and right sides and placing two lines simultaneously with either
solid or intermittent pattern in yellow or white while applying glass beads.
All gums must be in full view of the operator at all times. All parts of the equipment which come in
contact with the material shall be constructed for easy accessibility for cleaning and maintenance. The
equipment shall operate so that all mixing and conveying parts, including the line dispensing devices,
will maintain the material at the application temperature recommended'by the pavement marking
material manufacturer. The equipment shall.have functioning and calibrated temperature sensing
devices to verify these temperature requirements.
Solicitation No: IFB 184140 1 w .goodyearaz.gov l Page 37 or 71
CITY OF GOODYEAR
Office Li Procurement
Road
190 N. Litchfield Road
',,'I
P.O. Box 5100
Goodyear, AZ 85338
CIT101
Go ear
Scope of Work
Phone: 623-882-7834
The glass beads shall conform to the applicable requirements of Subsection 708-2.02 of the Standard
Specifications, the pavement marking material and glass bead manufacturer's recommendations and as
specified herein.
The glass bead type; coating and application rate per specified bead application designation (as stated
on Fee Schedule, item description), type, bead coating and rate are:
Application Type of Bead (Gradation) Coating " Application Rate
Designadon(Pounds perGallon
Std Beads ADOT STD. I MP/AC 8 lbs! 21 of paint
*NOTE. The coatings shall be per the bead manufacturer's specifications and recommendations for the
type of paints specified. MP - Moisture proof bead coating. AC -Adhesion bead coating.
MP/AC indicates the requirement for dual coating,
The bead application -for curb paint shall be 10 pounds of ADOT standard glass beads per 100 sq
feet of curb painted.
4.3.16 Installation Requirements
General
Typically all long line paint operations will involve a moving application operation unless otherwise
directed by the Streets/Traffic Superintendent. -The moving striping operation traffic control shall be
as approved by the Streets/fraffrc S_ uperitttendent. The minimum traffic control usually consists of a
shadow vehicle (which follows the striping truck) which has an attenuator and a flashing arrow panel
Signs shall be placed to restrict motorist (e.g. regulatory- signs that state "Keep Off -The Stripe") from .
driving on the applied material. For two-way roadways it may be necessary to,have a vehicle out in
front of the operations with a flashing arrow panel facing opposing traffic. The cost of the shadow
vehicle will be included in the cost of the striping.
4.3.17 Equipment
The equipment, used to.install this pavement marking material shall be- constructed to provide
continuous uniform heating while mixing and agitating the material. The conveying portion of the
equipment, between the main material reservoirs and the line dispensing devices, shall be configured
to prevent accumulation and clogging. The equipment shall he capable of spraying both yellow and
white as to the rates recommended by the manufacturer to achieve the specified thickness. It shall be
capable of placing stripes on the left and right sides and placing two lines simultaneously with either
solid or intermittent pattern in yellow or white while applying glass beads.
All gums must be in full view of the operator at all times. All parts of the equipment which come in
contact with the material shall be constructed for easy accessibility for cleaning and maintenance. The
equipment shall operate so that all mixing and conveying parts, including the line dispensing devices,
will maintain the material at the application temperature recommended'by the pavement marking
material manufacturer. The equipment shall.have functioning and calibrated temperature sensing
devices to verify these temperature requirements.
Solicitation No: IFB 184140 1 w .goodyearaz.gov l Page 37 or 71
The operator of the paint truck shall be fully trained and experienced in the application of pavement
markings. The equipment shall have pressure gauges that are constantly visible to the operator at all
times during the marking operations so that any fluctuations can be detected immediately.
The Contractor shall provide proof that the pressure sensing, temperature sensing devices and
corresponding gauges have been calibrated and are: fully functional.
4.3.18 Weather Conditions
The air and roadway surface temperature at the time of application shall not be less than 55° F•and
shall be rising. The wind chill factor shall not be below 55° F. The road surface shall be absolutely dry
with no surface dampness, dew or subsurface wetness.
4.3.19 Dry Time
When applied at a temperature range recommended by the Manufacturer and applied at the specified
thickness, the material shall set to bear traffic 1 'h to 3 minutes when the air and road surface
temperature is appruximinely 75° F+/- P F.
4.4 THERMOPLASTIC AIARKINGs rr
Description
The work under this subsection shall consist of cleaning and preparing pavement surfaces and furnishing and
applying either white or yellow thermoplastic reflectorised pavement markings. This shall be accomplished'
using hand can extrusion, long line ribbon extrusion or long line spray dispensing devices of the required shape
and thickness to the prepared pavement surface at the locations specified on the work order.. This work shall
be performed in accordance with the details shown on any attached plans, if applicable, the manufacturers'
specifications, the requirements of these specifications and as directed by the City. The marking configuration
and thickness shall be as specified on the work order.
4.4.1 Materials
Compositional Reouirements
The thermoplastic reflectorized material shall consist of a 100% solid mixture of heat stable resins,
white or yellow pigment, inter -mixed glass beads, filler, and other materials in granular or block form
specifically compounded for reflectorized pavement markings to be applied to the pavement in a
molten state. The characteristics of the liquefied material shall be such that complete and even
coverage of specified width and thickness as a line, legend or symbol is provided by the required
application method and rate. Upon cooling to normal pavement temperature, this material shall
produce an adherent reflectorized marking capable of resisting deformation and wear in the roadway.
A current listing of approved thermoplastic material manufacturers is listed herein under Special Terms
and Conditions. Paragraph 33, Brand Name or Equal.
4.4.2 Composition Makeup
The thermoplastic composition shall conform to the following requirements:
Percentb W " t
Component White Yellow
Binder (Hydrocarbon or Alkyd ') 18-28 18-28
White Pigment 10-15 —
Solicitation No: IFB 18-0140 I. v .g000yearaz.gov I Page 38 of 71
CITY OF GOODYEAR
office of Procurement
190N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
cr or
Goodyear
Scope of Work
Phone: 623-882-7534
The operator of the paint truck shall be fully trained and experienced in the application of pavement
markings. The equipment shall have pressure gauges that are constantly visible to the operator at all
times during the marking operations so that any fluctuations can be detected immediately.
The Contractor shall provide proof that the pressure sensing, temperature sensing devices and
corresponding gauges have been calibrated and are: fully functional.
4.3.18 Weather Conditions
The air and roadway surface temperature at the time of application shall not be less than 55° F•and
shall be rising. The wind chill factor shall not be below 55° F. The road surface shall be absolutely dry
with no surface dampness, dew or subsurface wetness.
4.3.19 Dry Time
When applied at a temperature range recommended by the Manufacturer and applied at the specified
thickness, the material shall set to bear traffic 1 'h to 3 minutes when the air and road surface
temperature is appruximinely 75° F+/- P F.
4.4 THERMOPLASTIC AIARKINGs rr
Description
The work under this subsection shall consist of cleaning and preparing pavement surfaces and furnishing and
applying either white or yellow thermoplastic reflectorised pavement markings. This shall be accomplished'
using hand can extrusion, long line ribbon extrusion or long line spray dispensing devices of the required shape
and thickness to the prepared pavement surface at the locations specified on the work order.. This work shall
be performed in accordance with the details shown on any attached plans, if applicable, the manufacturers'
specifications, the requirements of these specifications and as directed by the City. The marking configuration
and thickness shall be as specified on the work order.
4.4.1 Materials
Compositional Reouirements
The thermoplastic reflectorized material shall consist of a 100% solid mixture of heat stable resins,
white or yellow pigment, inter -mixed glass beads, filler, and other materials in granular or block form
specifically compounded for reflectorized pavement markings to be applied to the pavement in a
molten state. The characteristics of the liquefied material shall be such that complete and even
coverage of specified width and thickness as a line, legend or symbol is provided by the required
application method and rate. Upon cooling to normal pavement temperature, this material shall
produce an adherent reflectorized marking capable of resisting deformation and wear in the roadway.
A current listing of approved thermoplastic material manufacturers is listed herein under Special Terms
and Conditions. Paragraph 33, Brand Name or Equal.
4.4.2 Composition Makeup
The thermoplastic composition shall conform to the following requirements:
Percentb W " t
Component White Yellow
Binder (Hydrocarbon or Alkyd ') 18-28 18-28
White Pigment 10-15 —
Solicitation No: IFB 18-0140 I. v .g000yearaz.gov I Page 38 of 71
Yellow Pigment I —
1 2-8'
Office of Procurement
3040
CITY OF GOODYEAR
190 N.1-itchfieldRoad
',,''
Alkyd can be used for short or
P.O. Box 5100
Goodyear. AZ 85338
Scope of Work
Phone: 623-882-7834
Goodyear
Yellow Pigment I —
1 2-8'
Reflective Glass Inter -Mix Beads 30-40
3040
Calcium Carbonate or uivalent Filler 2042
24-45
'NOTE: hydrocarbon shall only be used for long line applications.
long line applications.
Alkyd can be used for short or
The ingredients of the thermoplastic composition shall be thoroughly mixed and'in a solid block or
flee (lowing granular form. The material shall readily liquefy when heated in a melting apparatus into
a uniform, solution. This solution shall befree from all skins,. dirt, foreign objects or any other
ingredient which would cause bleeding, blotting, staining or discoloration when applied to the
bituminous or concrete pavement surfaces.
The thermoplastic shall consist of one of the following binder types depending on the requirements of
the pavement marking application:
Hydrocarbon -shall consist mainly of synthetic_ petroleum hydrocarbon resins with appropriate
filters and pigments.
Alkyd - shall consist of a mixture'of synthetic resins, at least one of which is solid at room
temperature and high boiling point plasticizers. At least one-third of the binder composition and
no less than eight percent by weight of the entire material formulation.shall.be solid maleic -
modified glycerol ester resin. The alkyd binder shall not contain any petroleum based hydrocarbon
resins.
Either alkyd or hydrocarbon thermoplastic formulation may be used for longitudinal lines, including
lane lines and edge lines, unless otherwise required by the City. The formulation for these long line
applications shall, be either for spray or the ribbon extrusion application method. Additionally, the
formulation used shall .be'in accordance with the requirements of the application _equipment used to
install the markings. Hydrocarbon binder based thermoplastic shall not be used for transverse lines,.
legends or symbols.
4.4.3 Reflective Glass Beads
The drop -on reflective glass beads shall conform to the requirements.of Subsection 708-2.02 of the
ADOT Standard Specifications except the bead coating shall be as recommended by the bead
manufacturer as suitable for thermoplastic.
In addition to incorporating glass beads in the thermoplastic mix, glass beads shall be evenly applied
(dropped on) to the surface of the molten material immediately after its application at a uniform.
minimum rate of 10 pounds of glass beads per 100 square feet of line or marking area (e.g. 300 linear
feet of six inch line).
4.4.4 Filler
The filler shall be a white calcium carbonate or equivalent filler with a compressive strength of at least
5,000 pound per square inch.
4.45 White Pigment
The white pigment shall be Titanium dioxide and shall conform to the requirements of ASTM D-476
for Type 11 (92%): Tie white thermoplastic shall have a minimum of 10% by*weight of Titanium
dioxide.
No: IFB 18-4140 w .gootlyea=.gov Page 39 of 71'
4.4:6 Yellow Pi=ent
The yellow pigment shall be as recommended by the manufacturer.
4.4.7 Physical Characteristics of the Comtmsition
4.4.8 General
The thermoplastic matefial shall not give off Fumes which are toxic, injurious or require specialized
breathing apparatus when heated to the temperature range specified by the manufacturer for
application. The material shall remain stable when held for four hours at this temperature. or when
subjected to four rehearings, not exceeding a total of four hours; after cooling to ambient temperature.
The temperance viscosity characteristics of the plastic material shall remain constant throughout the
rehearings and shall show like characteristics from batch to batch: There shall be no obvious change
in color of the thermoplastic material as a result of reheating, and the color of the material shall not
vary from batch to batch.
4.4.9 Color
The thermoplastic material, after hearing four (4) hours (+/- five (5) minutes) at 425° F (+i- 30) and
cooled to 77° F (+/- 3) shall meet the following:
• White - daylight reflectance at 45• - 0° shall be 70% minimum.
• The color shall match Federal Test Standard Number 595, color chip no. 17925.-
Yellow
7925:
Yellow - daylight reflectance at 450 °- 0 shall be 43% minimum.
• The color shall match Federal Test Standard Number 595, color chip no. 13538.
4.4.10 Softening Point
After heating the thermoplastic material for four (4), hours (+/- five (5) minutes) at 425° F (+/- 3) and
testing in accordance with ASTM D36, the thermoplastic materials shall have a softening point of 215°
F (+/- 15• F).
4.4.11 Water Absomtion and Specific Graviry
The thermoplastic material shall not exceed 0.5% by weight of retained water when tested in
accordance with the requirements of ASTM D 570.
The specific gravity of the material, as determined by Section t l,of AASHTO T 250. shall be between
1.85 and 2.3 maximum.
4.4.12 Imoact Resistance
After heating the dhemtoplastic materia] for four (4) hours (I /-'five mihutcs) at 425• F (+/- 3s) and
farming test specimens. the impact resistance shall be not less than 10 inch pounds when tested in
accordance wiih Section 9 of AASHTO T 250.
4.4.13 Bond Strength
After heating the thermoplastic material for four (4) hours (+/- five minutes) at 425° F (+/- 3', the
bond strength to Portland cement concrete shall be not less than 180 pounds per square inch. The bond
solicitation No: IFB 184140 1 w .goodyearaz.gor I Page 40 of 71
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
P.O. Box 5100
Goodyear. AZ 85338
Goodi year
Scope Of Work
Phone: 623-882-7834
4.4:6 Yellow Pi=ent
The yellow pigment shall be as recommended by the manufacturer.
4.4.7 Physical Characteristics of the Comtmsition
4.4.8 General
The thermoplastic matefial shall not give off Fumes which are toxic, injurious or require specialized
breathing apparatus when heated to the temperature range specified by the manufacturer for
application. The material shall remain stable when held for four hours at this temperature. or when
subjected to four rehearings, not exceeding a total of four hours; after cooling to ambient temperature.
The temperance viscosity characteristics of the plastic material shall remain constant throughout the
rehearings and shall show like characteristics from batch to batch: There shall be no obvious change
in color of the thermoplastic material as a result of reheating, and the color of the material shall not
vary from batch to batch.
4.4.9 Color
The thermoplastic material, after hearing four (4) hours (+/- five (5) minutes) at 425° F (+i- 30) and
cooled to 77° F (+/- 3) shall meet the following:
• White - daylight reflectance at 45• - 0° shall be 70% minimum.
• The color shall match Federal Test Standard Number 595, color chip no. 17925.-
Yellow
7925:
Yellow - daylight reflectance at 450 °- 0 shall be 43% minimum.
• The color shall match Federal Test Standard Number 595, color chip no. 13538.
4.4.10 Softening Point
After heating the thermoplastic material for four (4), hours (+/- five (5) minutes) at 425° F (+/- 3) and
testing in accordance with ASTM D36, the thermoplastic materials shall have a softening point of 215°
F (+/- 15• F).
4.4.11 Water Absomtion and Specific Graviry
The thermoplastic material shall not exceed 0.5% by weight of retained water when tested in
accordance with the requirements of ASTM D 570.
The specific gravity of the material, as determined by Section t l,of AASHTO T 250. shall be between
1.85 and 2.3 maximum.
4.4.12 Imoact Resistance
After heating the dhemtoplastic materia] for four (4) hours (I /-'five mihutcs) at 425• F (+/- 3s) and
farming test specimens. the impact resistance shall be not less than 10 inch pounds when tested in
accordance wiih Section 9 of AASHTO T 250.
4.4.13 Bond Strength
After heating the thermoplastic material for four (4) hours (+/- five minutes) at 425° F (+/- 3', the
bond strength to Portland cement concrete shall be not less than 180 pounds per square inch. The bond
solicitation No: IFB 184140 1 w .goodyearaz.gor I Page 40 of 71
strength shall be determined in accordance with the procedures specified in Section 7 of AASHTO T
250.
4.4. 14 Abrasion Resistanttt
The maximum loss of thermoplastic material during the abrasion resistance test herein specified shall
be 0.5 grams.
The abrasion resistance of the thermoplastic material shall be determined by forming a representative
lot of the material at a thickness of 0.125 inch on a four inch square monel.panel (thickness 0.050 =
+/_ 0.001 inch), on whicb a suitable primer has been previously applied, and subjecting it to 200
revolutions on a Taber Abraser at 25° C, using H-22 calibrated wheels weighted to 250 grams. The
wearing surface shall be kept wet with distilled water throughout the test.
4.4.15 Cmckine Resistance at Low Temperature
After heating the thermoplastic material for four (4) hours (+/- five minutes) at 425'F (+/- 3°), applying
to concrete blocks, and cooling to 15° F (+1- 3°) the material shall show no cracks when observed fioni
a distance exceeding 12 inches. Testing for low temperature crack resistance shall be.in accordance
with the procedures specified in Section 8 of AASHTO T 250.
4.4.16 Flowabiliry
After heating the thermoplastic material for four (4) hours (+/- five minutes) at 425° F (+/- 3) and
testing for flowability in accordance with Section 6 of AASHTO T 250, the white thermoplastic shall
have a maximum percent residue of 18 and the yellow thermoplastic shall have maximum percent
residue of 21.
•4.4.17 -Yellowness Index
The white thermoplastic material shall not exceed a yellowness index 0.12 when tested in accordance
with Section 4 of AASHTO T 250.
4.4.18 Flowability(Extended Heatinx)
After heating the thermoplastic material for eight (8) horns (+/- 1/2 hour) at 4250 F (+/- 3q with stirring
the last six hours, and testing for flowability in accordance with Section 12 of AASHTO T 250, the
thermoplastic shall have a'maximum percent residue of 28.
4.4._19 Flash Point
The thermoplastic material shall have a flash point not less than 475° F when tested in accordance with
the requirements of ASTM D92 "Flash and Fire Points by Cleveland Open Cup."
4.4.20 Storage Life
The materials shall meet the requirements of this specification for a period of one ye nr fpm the date
of manufacture. The month and year of manufacture shall be clearly marked on all packages of
thermoplastic material.. The thernoplastic:must .also melt uniformly with no evidence of skins or
unmelted particles for this one year period. Any material which does not meet the above requiivnents.
or which is no longer within this one year period at the time of application, shall not be used. The
Contractor shall replace the outdated material with new at no additional cost to the City.
. So6rltatlon Mo: IFB 18-4140 1 www.gmryearaz gov I Page 41 0171
CITY OF GOODYEAR
Office Li Pro
190 N. Litchfieldeld Road a
P.O. Box 5100
Goodyear. AZ 85338
Goodyear
Scope of Work
Phone: 623-882-7834
strength shall be determined in accordance with the procedures specified in Section 7 of AASHTO T
250.
4.4. 14 Abrasion Resistanttt
The maximum loss of thermoplastic material during the abrasion resistance test herein specified shall
be 0.5 grams.
The abrasion resistance of the thermoplastic material shall be determined by forming a representative
lot of the material at a thickness of 0.125 inch on a four inch square monel.panel (thickness 0.050 =
+/_ 0.001 inch), on whicb a suitable primer has been previously applied, and subjecting it to 200
revolutions on a Taber Abraser at 25° C, using H-22 calibrated wheels weighted to 250 grams. The
wearing surface shall be kept wet with distilled water throughout the test.
4.4.15 Cmckine Resistance at Low Temperature
After heating the thermoplastic material for four (4) hours (+/- five minutes) at 425'F (+/- 3°), applying
to concrete blocks, and cooling to 15° F (+1- 3°) the material shall show no cracks when observed fioni
a distance exceeding 12 inches. Testing for low temperature crack resistance shall be.in accordance
with the procedures specified in Section 8 of AASHTO T 250.
4.4.16 Flowabiliry
After heating the thermoplastic material for four (4) hours (+/- five minutes) at 425° F (+/- 3) and
testing for flowability in accordance with Section 6 of AASHTO T 250, the white thermoplastic shall
have a maximum percent residue of 18 and the yellow thermoplastic shall have maximum percent
residue of 21.
•4.4.17 -Yellowness Index
The white thermoplastic material shall not exceed a yellowness index 0.12 when tested in accordance
with Section 4 of AASHTO T 250.
4.4.18 Flowability(Extended Heatinx)
After heating the thermoplastic material for eight (8) horns (+/- 1/2 hour) at 4250 F (+/- 3q with stirring
the last six hours, and testing for flowability in accordance with Section 12 of AASHTO T 250, the
thermoplastic shall have a'maximum percent residue of 28.
4.4._19 Flash Point
The thermoplastic material shall have a flash point not less than 475° F when tested in accordance with
the requirements of ASTM D92 "Flash and Fire Points by Cleveland Open Cup."
4.4.20 Storage Life
The materials shall meet the requirements of this specification for a period of one ye nr fpm the date
of manufacture. The month and year of manufacture shall be clearly marked on all packages of
thermoplastic material.. The thernoplastic:must .also melt uniformly with no evidence of skins or
unmelted particles for this one year period. Any material which does not meet the above requiivnents.
or which is no longer within this one year period at the time of application, shall not be used. The
Contractor shall replace the outdated material with new at no additional cost to the City.
. So6rltatlon Mo: IFB 18-4140 1 www.gmryearaz gov I Page 41 0171
4.4.21 Primer Sealers
The application of primer sealer on Portland cement concrete (PCC), hot mix asphaltic concrete (AC),
asphaltic concrete friction course (ACFC) or chip seal coat surfaces prior to application of the
thermoplastic material shall be as recommended by the thermoplastic material manufacturer. The
primer sealer shall be especially compounded for use with the specified thermoplastic material. The
contractor shall ensure that the'primer sealer used has been approved for use by the thermoplastic
manufacturer for use with their material:
The thermoplastic material supplied normally should not require the.application of -separate primer
sealer on newly placed AC surfaces prior to application of the thermoplastic material. The application
of primer sealer shall be required on all PCC surfaces after the removal of all curing compounds.
lie use of waterbome pavement marling paint as a replacement to the application of pruner sealer is
not acceptable.
4.4.22 Inter -Mix Glass Beads
The inter -mix beads -shall be coated or uncoated and conform to AASHTO M247-81 (1986) type 1.
The use or non-use of coating shall be left to the discretion of the manufacturer. If noncoated beads
ate used the thermoplastic formulation shall be configured to nu'nimiir settling of the intermixed beads
when the material is heated and applied.
4.4.23 Installation Requirements
Thermoplastic Application Equipment
The equipment used to meli hot applied thermoplastic material shall be constructed to provide
continuous uniform -heating to temperatures exceeding 400° F while mixing and agitating the
material. The heating mechanism of the kettle shall be equiplred witb a heat transfer medium
consisting of oil or air. The bumer flame must not directly contact the material vessel surface. The
mixing and agitating mechanism shall be capable of thoroughly mixing the material at a rate which
ensures constant uniform temperature distribution. The kettle shall have two temperature gauges,
one to indicate the temperature of the heat transfer medium (oil or air) and the: other for the
thermoplastic material. Additionally, the kettle.shall be equipped with an automatic thermostat
control device that allows for positive temperature control to prevent overheating or under -heating
of the material.
The conveying portion, between the kettle(s) and the dispensing device (extruder, ribbon gun or
spray gun), and the dispensing device shall be configured to prevent accumulation, clogging and
shall be capable of maintaining thematerial at the specified application temperature. The
dispensing device shall be capable of applying the required marker shapes and thickness.
All melting and application equipment shall have functioning andcah'brated temperature sensing
devices to verify that temperature requirements are being met. The contractor shall provide proof
that the temperature sensing devices and corresponding thermometers have been calibrated and are
frilly functional.
The use of pans. aprons or similar appliances which the dispenser overruns will not be permined.
Solicitation No: iFB 18-4140 1 w .goodyearaz.gw I 'Page 42 of 71
Procurement
CITY OF GOODYEAR
190 N. Li
190 N. Litchfield Road
',1''
P.O: Box 5100
-
L
Goodyear, 85338
Scope of Work
-8
Phone: 623-88? 7834
Goodyear
-
4.4.21 Primer Sealers
The application of primer sealer on Portland cement concrete (PCC), hot mix asphaltic concrete (AC),
asphaltic concrete friction course (ACFC) or chip seal coat surfaces prior to application of the
thermoplastic material shall be as recommended by the thermoplastic material manufacturer. The
primer sealer shall be especially compounded for use with the specified thermoplastic material. The
contractor shall ensure that the'primer sealer used has been approved for use by the thermoplastic
manufacturer for use with their material:
The thermoplastic material supplied normally should not require the.application of -separate primer
sealer on newly placed AC surfaces prior to application of the thermoplastic material. The application
of primer sealer shall be required on all PCC surfaces after the removal of all curing compounds.
lie use of waterbome pavement marling paint as a replacement to the application of pruner sealer is
not acceptable.
4.4.22 Inter -Mix Glass Beads
The inter -mix beads -shall be coated or uncoated and conform to AASHTO M247-81 (1986) type 1.
The use or non-use of coating shall be left to the discretion of the manufacturer. If noncoated beads
ate used the thermoplastic formulation shall be configured to nu'nimiir settling of the intermixed beads
when the material is heated and applied.
4.4.23 Installation Requirements
Thermoplastic Application Equipment
The equipment used to meli hot applied thermoplastic material shall be constructed to provide
continuous uniform -heating to temperatures exceeding 400° F while mixing and agitating the
material. The heating mechanism of the kettle shall be equiplred witb a heat transfer medium
consisting of oil or air. The bumer flame must not directly contact the material vessel surface. The
mixing and agitating mechanism shall be capable of thoroughly mixing the material at a rate which
ensures constant uniform temperature distribution. The kettle shall have two temperature gauges,
one to indicate the temperature of the heat transfer medium (oil or air) and the: other for the
thermoplastic material. Additionally, the kettle.shall be equipped with an automatic thermostat
control device that allows for positive temperature control to prevent overheating or under -heating
of the material.
The conveying portion, between the kettle(s) and the dispensing device (extruder, ribbon gun or
spray gun), and the dispensing device shall be configured to prevent accumulation, clogging and
shall be capable of maintaining thematerial at the specified application temperature. The
dispensing device shall be capable of applying the required marker shapes and thickness.
All melting and application equipment shall have functioning andcah'brated temperature sensing
devices to verify that temperature requirements are being met. The contractor shall provide proof
that the temperature sensing devices and corresponding thermometers have been calibrated and are
frilly functional.
The use of pans. aprons or similar appliances which the dispenser overruns will not be permined.
Solicitation No: iFB 18-4140 1 w .goodyearaz.gw I 'Page 42 of 71
The hand applicator equipment shall be either a self-contained melter applicator unit or a reservoir
application unit that is filled from a separate inciter unit. Both types of units shall be equipped to
maintain and measure the required application temperatures.
The heating kettle and application equipment shall meet the requirements of the National Fire
Underwriters and the'National Fire Protection Association and other applicable federal, state and
local authorities.
In addition to the normal "ABC" dry chemical fire extinguishers, all thermoplastic melting units,
trailer or trucks, shall be equipped with foam type fire extinguishers that are suitable to be applied
to molten thermoplastic that is at the flash point: All work crews shall be provided with heat/flame
resistant clothing, gloves, face and eye protection that shall be: used when loading thermoplastic
into heated melting kettles and is also available for emergencies. All crews shall be equipped with
bum fust aid kits.
Application of Thermoplastic
Alkyd and hydrocarbon materials will fuse to one another on a pavement surface, however, these
two thermoplastic formulations are incompatible in a melting kettle. Failure to c®pletely clean
out kettles during material change can cause.severe equipment and marking application problems.
The contractor shall completely clean out kettles and application equipment when materials are
changed-
An
hanged
An alkyd thermoplastic formulation shall be used for all transverse lines (e.g. stop bars, crosswalks)
symbols and legends. Either an alkyd or hydrocarbon thermoplastic formulation can be used for
longitudinal lines (e.g. lane lines, edge lines, gore lines) unless otherwise,specified on the Contract
Work Order. Extrude or spray formulations shall be used per the application equipment used to
install the markings.
The ribbon gun application method shall only be used if specifically called for and approved by the
Streets/fmfft c Superintendent.
When thermoplastic markings are to be applied to new PCC pavement, any curing compound
present shall be removed by means of a high pressure water jet or sandblasting; followed up by
sweeping and high pressure air spray. The curing compound shall be removed at least one to two
inches more than the width of the marking to be installed to ensure proper adhesion and to allow
for location deviations. Removal of curing compound shall be paid for separately.
The adhesion of thermoplastic to any surface is. sensitive to the presence of any surface or
subsurface moisture. If excessive moisture exists, the them oplastic will usually blister up on
application If this condition occurs, marlang operations shall be stopped until the pavement dries.
The Contractor shall be responsible to test the pavement for surface or subsurface moisture.
The thermoplastic pavement marling material shall be hand can extruded, ribbon extruded or
sprayed on to the pavement surface at a material temperature range between 400° F to 460° F
depending on ambient air and pavement, temperatures, and the pavement surface to which the
material is being applied. The controlling thermoplastic material temperature shall be measured at
Solicitation Nc: IFB 184140 1 w .goodyeaeaz.gm I Page 43 of 71
CITY OF GOODYEAR
Office Li ProcurementeldRoad
190 N.Lir_hfieldRoad
',,''
P.O. Box 5100
Goodyear, AZ 85338
Goodyear
Scope of Work
Phone. 623-882-7834
The hand applicator equipment shall be either a self-contained melter applicator unit or a reservoir
application unit that is filled from a separate inciter unit. Both types of units shall be equipped to
maintain and measure the required application temperatures.
The heating kettle and application equipment shall meet the requirements of the National Fire
Underwriters and the'National Fire Protection Association and other applicable federal, state and
local authorities.
In addition to the normal "ABC" dry chemical fire extinguishers, all thermoplastic melting units,
trailer or trucks, shall be equipped with foam type fire extinguishers that are suitable to be applied
to molten thermoplastic that is at the flash point: All work crews shall be provided with heat/flame
resistant clothing, gloves, face and eye protection that shall be: used when loading thermoplastic
into heated melting kettles and is also available for emergencies. All crews shall be equipped with
bum fust aid kits.
Application of Thermoplastic
Alkyd and hydrocarbon materials will fuse to one another on a pavement surface, however, these
two thermoplastic formulations are incompatible in a melting kettle. Failure to c®pletely clean
out kettles during material change can cause.severe equipment and marking application problems.
The contractor shall completely clean out kettles and application equipment when materials are
changed-
An
hanged
An alkyd thermoplastic formulation shall be used for all transverse lines (e.g. stop bars, crosswalks)
symbols and legends. Either an alkyd or hydrocarbon thermoplastic formulation can be used for
longitudinal lines (e.g. lane lines, edge lines, gore lines) unless otherwise,specified on the Contract
Work Order. Extrude or spray formulations shall be used per the application equipment used to
install the markings.
The ribbon gun application method shall only be used if specifically called for and approved by the
Streets/fmfft c Superintendent.
When thermoplastic markings are to be applied to new PCC pavement, any curing compound
present shall be removed by means of a high pressure water jet or sandblasting; followed up by
sweeping and high pressure air spray. The curing compound shall be removed at least one to two
inches more than the width of the marking to be installed to ensure proper adhesion and to allow
for location deviations. Removal of curing compound shall be paid for separately.
The adhesion of thermoplastic to any surface is. sensitive to the presence of any surface or
subsurface moisture. If excessive moisture exists, the them oplastic will usually blister up on
application If this condition occurs, marlang operations shall be stopped until the pavement dries.
The Contractor shall be responsible to test the pavement for surface or subsurface moisture.
The thermoplastic pavement marling material shall be hand can extruded, ribbon extruded or
sprayed on to the pavement surface at a material temperature range between 400° F to 460° F
depending on ambient air and pavement, temperatures, and the pavement surface to which the
material is being applied. The controlling thermoplastic material temperature shall be measured at
Solicitation Nc: IFB 184140 1 w .goodyeaeaz.gm I Page 43 of 71
the point the material is applied to the pavement surface. The contractor shall verify temperature
requirements with a non -contact infrared thermometer.as directed by the City.
The contractor shall maintain a log of kettle, line and applicator and point of application
temperatures every thirty minutes while material is being applied. Temperamre readings shall be
witnessed by the City inspector if possible. The City may require temperature readings ro be taken
at shorter time intervals. Specified temperature requirements shall be maintained at all times.
The proper application temperature for applying thermoplastic (400° F plus) shall be maintained at
all times. Improper application temperatures will result in bond failure. Exact application
temperatures, within the allowed limits of 400° F and 46G° F, shall.be per the nianufacturees
recommendations. Normally, those recommendations require thermoplastic material to be applied
at 440° F +/- if the air and/or pavement surface temperature is at 50° F. If the pavement surface is
at 77° F or higher the thermoplastic material may be applied ata lower temperature. Application
on PCC pavement surfaces or over well adhered existing pavement markings shall exceed 425° F
in order to maximize penetration and bond strength.
The resin binders used in alkyd and hydrocarbon thermoplastic materials increasingly degrade at
tempera ms of 450° F and above. It is allowable for the temperatures to exceed 460" F for short
periods of time, however in no case shall the material be held for more than four hours at the
maximum application temperature. Total hearing time far any batch of material shall not exceed
six hours. The contractor shall note the time in the application log when the thermoplastic material
is first heated. The start of heat time shall also be marked on the side of the kettle to which it applies
or in some equivalent fashion. The logged heating time shall -be updated each time the kettle is
reloaded.
The contractor. shallminimize the thermoplastic material remaining in the kettle at the end of the
work day and shall blend a minimum of 800% fiesh material for the next day. It is allowable to
inventory thermoplastic. material in approved containers to draw down molten material due to bad
weather or other problems.
Primer Sealer Aoolication
On both old and new PCC,pavement a.primer sealer may have to be used. The primer sealer shall
be applied prior to placing the thermoplastic material to assure a saiisfactory bond is achieved. The
primer sealer shall be applied per the manufactutees recommended application rates. The primer
shall set for the specified cure or evaporation time and shall be free of solvent and water prior to
thermoplastic being applied.
The primed pavement surface shall be marked.within the specified set time or4ithin the same
working day.: If the primed surfaceslare not marked within these time limits, the Contractor at no
additional cost to the City shall re -prime the surfaces as required by the manufacturer. If an epoxy
primer is used, the thermoplastic application must occur before the epoxy has cured.
Improper primer scale. application will cause bond failure between the thermoplastic and the
pavement surface: Improper application may also result 'in causing the thermoplastic surface to
pinhole or blister. If this condition occurs, all application operations shall stop. All defective
markings shall be removed and replaced at no additional cost to the City.
Sdidtatbn No,. IFB 1✓id 140 1 www.goodyeam.gov I Page 44
CITY -OF GOODYEAR
I qO 9. of Procurement
190 N.litchfield Road
A,t''
P.O. Box 5100
Goodyear, AZ 85338
Goodyear
Scope of Work
Phone: 623-882-7834'
the point the material is applied to the pavement surface. The contractor shall verify temperature
requirements with a non -contact infrared thermometer.as directed by the City.
The contractor shall maintain a log of kettle, line and applicator and point of application
temperatures every thirty minutes while material is being applied. Temperamre readings shall be
witnessed by the City inspector if possible. The City may require temperature readings ro be taken
at shorter time intervals. Specified temperature requirements shall be maintained at all times.
The proper application temperature for applying thermoplastic (400° F plus) shall be maintained at
all times. Improper application temperatures will result in bond failure. Exact application
temperatures, within the allowed limits of 400° F and 46G° F, shall.be per the nianufacturees
recommendations. Normally, those recommendations require thermoplastic material to be applied
at 440° F +/- if the air and/or pavement surface temperature is at 50° F. If the pavement surface is
at 77° F or higher the thermoplastic material may be applied ata lower temperature. Application
on PCC pavement surfaces or over well adhered existing pavement markings shall exceed 425° F
in order to maximize penetration and bond strength.
The resin binders used in alkyd and hydrocarbon thermoplastic materials increasingly degrade at
tempera ms of 450° F and above. It is allowable for the temperatures to exceed 460" F for short
periods of time, however in no case shall the material be held for more than four hours at the
maximum application temperature. Total hearing time far any batch of material shall not exceed
six hours. The contractor shall note the time in the application log when the thermoplastic material
is first heated. The start of heat time shall also be marked on the side of the kettle to which it applies
or in some equivalent fashion. The logged heating time shall -be updated each time the kettle is
reloaded.
The contractor. shallminimize the thermoplastic material remaining in the kettle at the end of the
work day and shall blend a minimum of 800% fiesh material for the next day. It is allowable to
inventory thermoplastic. material in approved containers to draw down molten material due to bad
weather or other problems.
Primer Sealer Aoolication
On both old and new PCC,pavement a.primer sealer may have to be used. The primer sealer shall
be applied prior to placing the thermoplastic material to assure a saiisfactory bond is achieved. The
primer sealer shall be applied per the manufactutees recommended application rates. The primer
shall set for the specified cure or evaporation time and shall be free of solvent and water prior to
thermoplastic being applied.
The primed pavement surface shall be marked.within the specified set time or4ithin the same
working day.: If the primed surfaceslare not marked within these time limits, the Contractor at no
additional cost to the City shall re -prime the surfaces as required by the manufacturer. If an epoxy
primer is used, the thermoplastic application must occur before the epoxy has cured.
Improper primer scale. application will cause bond failure between the thermoplastic and the
pavement surface: Improper application may also result 'in causing the thermoplastic surface to
pinhole or blister. If this condition occurs, all application operations shall stop. All defective
markings shall be removed and replaced at no additional cost to the City.
Sdidtatbn No,. IFB 1✓id 140 1 www.goodyeam.gov I Page 44
4.4.24 Air and Pavement Ternmatute
The air and roadway surface temperature at the time of application of any thermoplastic marking shall
not be less than 50° F and shall be rising. The wind chill factor shall not -be below 45' F. 'Ribbon gun
applications shall not be used if wind chill factors are below 65° F.
4.4.25 Drying Time
When applied at a temperature range of 412.5° F (+1- 12.5") and thickness of 0.060 inches to .185
inches,.the material shall set to bear traffic in not more than two minutes when the air and pavement
surface temperature is approximately 90° F (+/- 31 degrees).
4.4.26 Thermoplastic Application Guidelines/Requirements
The applications of thermoplastic madanes are to be as follows:
Type of
Office of Procurement
CITY OF GOODYEAR
140 N. Litchfield Road
Thermoplastic
P.O. Box 5100
Application
Goodyear, AZ 85338
Goodyear
Scope of Work
Phone: 623-882-7834
4.4.24 Air and Pavement Ternmatute
The air and roadway surface temperature at the time of application of any thermoplastic marking shall
not be less than 50° F and shall be rising. The wind chill factor shall not -be below 45' F. 'Ribbon gun
applications shall not be used if wind chill factors are below 65° F.
4.4.25 Drying Time
When applied at a temperature range of 412.5° F (+1- 12.5") and thickness of 0.060 inches to .185
inches,.the material shall set to bear traffic in not more than two minutes when the air and pavement
surface temperature is approximately 90° F (+/- 31 degrees).
4.4.26 Thermoplastic Application Guidelines/Requirements
The applications of thermoplastic madanes are to be as follows:
4.5 PROFILE TRERMOPLASTIC MARKINGS (PFT,M)
Description
The work under the profile thermoplastic pavement marking installation items shall consist of cleaning,
furnishing and applying the markings to the prepared pavement as required herein andan accordance
with the manufacturers' specifications.
Soactatbn No: IFB 18-4140 w-gowyearaz.gov Page 45 of 71
Type of
Bead Application
Thermoplastic
Application
(Glass Beads are per
Binder System
Type
Surface -Types
Subsection 708-2.02 of
No.
and Marking
Thickness
Std. Spec.)
Application
I
Hydrocarbon or
0.040 ±
Spray
All surfaces
10 lbs: of glass beads per
Alkyd, Long Lines
0.002"
100 square feet of
markings
Hydrocarbon or
0.080±
Ribbon
All clean pavement
10 lbs. of glass beads per
2
Alkyd, Long_ Lines
0,002"
Extruded
surfaces or well
100 square feet of
adhered existing
markings
markings surfaces
3
Hydrocarbon or
0.080 ±
Ribbon
All surfaces
12 lbs. of glass beads
Alkyd, Long Lines
0.002"
Extruded
(with premium
small/large glass bead
blend) per 100 square
feet of markin95
4
.Alkyd, Short Lines
0.090 ±
Hand Can
All clean pavement
10 lbs, of glass beads per
0.002"
Extruded
surfaces or existing
100 square feet of
marking surfaces
markings.
where 85% or more
of existing markings
have been removed
NOTES: (1) "Long lines' - lane lines, edgelines, centerlines,. gore lines, and ramp skip lines
(2) "Short lines" - are crossbars, crosswalks, intersection turn lines, cross hatch„or
any other transverse line which crosses a traffic lane
4.5 PROFILE TRERMOPLASTIC MARKINGS (PFT,M)
Description
The work under the profile thermoplastic pavement marking installation items shall consist of cleaning,
furnishing and applying the markings to the prepared pavement as required herein andan accordance
with the manufacturers' specifications.
Soactatbn No: IFB 18-4140 w-gowyearaz.gov Page 45 of 71
4.5.1 Material Requirements
All materials shall be properly packaged and stored and shall have accurate package markings
that define the manufacturer, batch number and date of manufacture: Additionally, the material
type and formulation shall be distinctively shown on each container. Material. Safety Data
Sheets (MSDS) and manufactm application requirements shall be attached to pallets or groups
of materials as appropriate. All formulations shall be as requiredby the manufacturer for the
application equipment to be used by the contractor and per the specified requirements of these
specifications. Only those thermoplastic formulations that are specifically designed for use as
a profile marking system that can be applied on an asphaltic roadway in the Arzona desert in
the summer time are to be used. A current listing of approved profile thermoplastic material
manufacturers is listed on the Arizona Department of Transportation Approved Products List
The profile pavement markings will typically be placed over existing pavement markings. The
starting and stopping points for the new lines over the existing lines shall not vary more than
two (2) inches lengthwise and not more than 1/2 inch on the width.
Each material has its specific application temperature requirements. The material's
manufacturer's recommendation regarding these temperatures shall be followed at all times.
The profile thermoplastic markings, after application to the roadway surface, shall be to the
specified thickness within the following tolerances;
60 mil base line +1- 8 mils
500 mil bump (includes base line) +/- 80 mils
If the thickness and/or shape of the applied markings are not conforming to the requirements of
the specifications within acceptable parameters, all marking operations shall stop. Corrective
.action shall immediately be taken (e.g: adjusting application speed and/or flow settings) to
ensure that the proper thickness and shapes are being achieved.
The exact configuration of the thermoplastic bump shall be per the manufacturer's
recommendations.However, as a minimum, the bump shall be at least'5-1/2 inches wide (on a
six inch wide stripe) and not less ihan one inch long, parallel with the direction of vehicle travel.
The nominafheight of the bump shall always be one half inch. The bumps shall be placed at 16
inch (+/- 1) inch intervals as measured between the centers of the bumps, along the six inch wide
profile edge or centerlines.
Applying thermoplastic at the proper application temperature (350 degrees F.,plus) shall be
maintained at all times. Improper application temperatures will result in bond failure. Exact
application temperatures, within the allowed limits of 350 degrees F. and 460 degrees F., shall
be per the manufacturer's recommendations. Total heating time for any batch of material shall
not exceed six hours.
The no track and drying times shall be accounted for in all traffic control plans. Traffic shall
not be allowed on any profile thermoplastic niarking until it has reached no track and is fully
dry (or cooled). No track and dry time is that lapsed time that is required for the markings, as
applied in the field with glass beads, not to splash, track or deform when run over.with a vehicle
tire. The contractor will be responsible for all claims for markings splashed on vehicles arising
from the contractors operations. Cones shall be utilized to protect the applied markings until
they sufficiently dry to receive traffic.
Solicitation No: A 18-4140 I www.goo0year gov Page 4E of 71
Office of Procurement
CITY OF GOODYEAR
190 N. Litchfield Road
P.O, Box 5100
Goodyear, AZ 85338
GOO
G26=
Scope of Work
Phone: 623-882-7834
4.5.1 Material Requirements
All materials shall be properly packaged and stored and shall have accurate package markings
that define the manufacturer, batch number and date of manufacture: Additionally, the material
type and formulation shall be distinctively shown on each container. Material. Safety Data
Sheets (MSDS) and manufactm application requirements shall be attached to pallets or groups
of materials as appropriate. All formulations shall be as requiredby the manufacturer for the
application equipment to be used by the contractor and per the specified requirements of these
specifications. Only those thermoplastic formulations that are specifically designed for use as
a profile marking system that can be applied on an asphaltic roadway in the Arzona desert in
the summer time are to be used. A current listing of approved profile thermoplastic material
manufacturers is listed on the Arizona Department of Transportation Approved Products List
The profile pavement markings will typically be placed over existing pavement markings. The
starting and stopping points for the new lines over the existing lines shall not vary more than
two (2) inches lengthwise and not more than 1/2 inch on the width.
Each material has its specific application temperature requirements. The material's
manufacturer's recommendation regarding these temperatures shall be followed at all times.
The profile thermoplastic markings, after application to the roadway surface, shall be to the
specified thickness within the following tolerances;
60 mil base line +1- 8 mils
500 mil bump (includes base line) +/- 80 mils
If the thickness and/or shape of the applied markings are not conforming to the requirements of
the specifications within acceptable parameters, all marking operations shall stop. Corrective
.action shall immediately be taken (e.g: adjusting application speed and/or flow settings) to
ensure that the proper thickness and shapes are being achieved.
The exact configuration of the thermoplastic bump shall be per the manufacturer's
recommendations.However, as a minimum, the bump shall be at least'5-1/2 inches wide (on a
six inch wide stripe) and not less ihan one inch long, parallel with the direction of vehicle travel.
The nominafheight of the bump shall always be one half inch. The bumps shall be placed at 16
inch (+/- 1) inch intervals as measured between the centers of the bumps, along the six inch wide
profile edge or centerlines.
Applying thermoplastic at the proper application temperature (350 degrees F.,plus) shall be
maintained at all times. Improper application temperatures will result in bond failure. Exact
application temperatures, within the allowed limits of 350 degrees F. and 460 degrees F., shall
be per the manufacturer's recommendations. Total heating time for any batch of material shall
not exceed six hours.
The no track and drying times shall be accounted for in all traffic control plans. Traffic shall
not be allowed on any profile thermoplastic niarking until it has reached no track and is fully
dry (or cooled). No track and dry time is that lapsed time that is required for the markings, as
applied in the field with glass beads, not to splash, track or deform when run over.with a vehicle
tire. The contractor will be responsible for all claims for markings splashed on vehicles arising
from the contractors operations. Cones shall be utilized to protect the applied markings until
they sufficiently dry to receive traffic.
Solicitation No: A 18-4140 I www.goo0year gov Page 4E of 71
The profile of thermoplastic reflectorized pavement marking material shall consist of a 100% solid
mixture of heat stable resins, white or yellow pigment, inter -mixed glass beads, filler, and other
materials in granular or block form specifically compounded for as a profile type of pavement
markings system. The characteristics of the molten liquefied material shall be such that complete
and even coverage of specified width and thickness as a line with a raised -rib pattern (profile or
bump) at the specified thickness, width and configuration can be consistently achieved within the
given tolerances. Upon cooling to normal pavement temperature, this material shall produce an
adherent reflectorized'marking of the specified patten that is capable of resisting deformation and
wear by a roadway environment.
The profile pattern shall be such that it produces easily recognizable vibration and sound in
vehicles as they drive over the applied markings at highway speeds. Only those profile
thermoplastic productswhich have been specifically designed to operate as a longitudinal
rumble strip system and have also been subjected to numerous road, tests and have a proven
.history of successful performance shall be offered:
4.5.2 Composition Requirements
The profile thermoplastic composition shall generally conform.to the following requirements:
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
',''
White
P.O. Box 5100
Binder (hydrocarbon or alkyd)
15 min.
Goodyear, AZ 85338
Goodyear
Scope of Work
Phone: 623-882-7834
The profile of thermoplastic reflectorized pavement marking material shall consist of a 100% solid
mixture of heat stable resins, white or yellow pigment, inter -mixed glass beads, filler, and other
materials in granular or block form specifically compounded for as a profile type of pavement
markings system. The characteristics of the molten liquefied material shall be such that complete
and even coverage of specified width and thickness as a line with a raised -rib pattern (profile or
bump) at the specified thickness, width and configuration can be consistently achieved within the
given tolerances. Upon cooling to normal pavement temperature, this material shall produce an
adherent reflectorized'marking of the specified patten that is capable of resisting deformation and
wear by a roadway environment.
The profile pattern shall be such that it produces easily recognizable vibration and sound in
vehicles as they drive over the applied markings at highway speeds. Only those profile
thermoplastic productswhich have been specifically designed to operate as a longitudinal
rumble strip system and have also been subjected to numerous road, tests and have a proven
.history of successful performance shall be offered:
4.5.2 Composition Requirements
The profile thermoplastic composition shall generally conform.to the following requirements:
The ingredients of the thermoplastic composition shall be thoroughly mixed and in a solid
block or free flowing granular form. The material shall readily liquefy when heated in a
melting apparatus into a uniform solution. This solution shall be flee from all skins, dirt.
foreign objects or anyotheringredient which would cause bleeding, staining, blotting, staining
or discoloration when applied to the bituminous or concrete pavement surfaces..
4.5:3 Filler
The filler shall be a white calcium carbonate or r equivalent filler with a compressive strength of
at least 5,000 pound per square inch.
4.5.4 White Picment
The white pigment shall he Titanium dioxide and shall conform to the requirements of ASTM
D476 for Type 11 (92 percent). The formulation shall have a minimum of 8% by weight of
'Titanium dioxide.
4.5.5 Yellow Pigment
The yellow pigment shall be as specified by the manufacturer.
4.5.6 Physical Characteristics of the Composition
The profile thermoplastic material shall not give off fumes which are toxic, injurious or require
specialized breathing apparatus when heated to the temperature range specified 'by. the
manufacturer for application. The material shall remain stable when held for four hours at this
temperature, or when subjected to four reheatings, not exceeding a total of four hours, after
Soaeitation No: IM 13-4140 1 w W.gowyeara.gov I Page 47 of 71
Pereent by Weight
White
Yellow
Binder (hydrocarbon or alkyd)
15 min.
15 min.
White Pigment
8 min.
—
Yellow Pigment
2 min.
Reflective glass inter -mix beads
20 titin.
20 rein.
The ingredients of the thermoplastic composition shall be thoroughly mixed and in a solid
block or free flowing granular form. The material shall readily liquefy when heated in a
melting apparatus into a uniform solution. This solution shall be flee from all skins, dirt.
foreign objects or anyotheringredient which would cause bleeding, staining, blotting, staining
or discoloration when applied to the bituminous or concrete pavement surfaces..
4.5:3 Filler
The filler shall be a white calcium carbonate or r equivalent filler with a compressive strength of
at least 5,000 pound per square inch.
4.5.4 White Picment
The white pigment shall he Titanium dioxide and shall conform to the requirements of ASTM
D476 for Type 11 (92 percent). The formulation shall have a minimum of 8% by weight of
'Titanium dioxide.
4.5.5 Yellow Pigment
The yellow pigment shall be as specified by the manufacturer.
4.5.6 Physical Characteristics of the Composition
The profile thermoplastic material shall not give off fumes which are toxic, injurious or require
specialized breathing apparatus when heated to the temperature range specified 'by. the
manufacturer for application. The material shall remain stable when held for four hours at this
temperature, or when subjected to four reheatings, not exceeding a total of four hours, after
Soaeitation No: IM 13-4140 1 w W.gowyeara.gov I Page 47 of 71
cooling to ambient temperature. The temperature viscosity characteristics of the plastic material
shall remain constant throughout the reheatings and shall show like characteristics from batch
to batch. There shall be no obvious change in color of the thermoplastic material as a result of
reheating, and the color of the material shall not vary from batch to batch.
4.5.7 Color
The thermoplastic material, after heating for four hours +/ - five minutes at 425 +/- 3 degrees F.
And cooled to 77 +%- 3 degrees F., shall meet the following:
-White - daylight reflectance at 45 degrees r 0 degrees shall be 70 percent minimum.
-The color shall match Federal Test Standard Number 595, color chip no. 17925.
-Yellow - daylight reflectance at 45 degrees - 0 degrees shall be 43 percent minimum.
-The color shall match Federal Test Standard Number 595, color chip no. 13538.
4.5.8 Abrasion Resistance
The maximum loss of thermoplastic material during the abrasion resistance test herein specified
shall be 0.5 grants.
The abrasion resistance of the thermoplastic material shall be determined by forming a
representative lot of the material at a thickness of 0.125 inch on. a. four inch square
monel panel (thickness 0.050 =+/- 0.001 inch), on which a suitable primer has been previously
applied, and subjecting it to 200 revolutions on a Taber Abraser at 25 degrees C., using H-22
calibrated wheels weighted to 250 grams. The wearing surface shall be kept wewith distilled
water throughout the test.
4.5.9 Flash Point
The thermoplastic material shall have a- flash point not less than .475 degrees F.. when tested in
accordance with the requirements of ASTM D92 "Flash and Fire Points by Cleveland Open Cup."
4.5.10 Inter -Mix Glass Beads
The inter -mix beads shall be coated or uncoated and conform to AASHTO M247-81 (1986) type
1 or other suitable specified glass bead. The use or non-use of coatings shall be left to the
discretion of the manufacturer. If non -coated beads are used, the thermoplastic formulation shall
be configured to minimize. settling of the intermixed beads -when the material is heated and
applied.
4.5.11 Demonstration
The contractor shall verify to the City's satisfaction (e.g., test application), at a location off the
project site the ability to place the profile thermoplastic material as specified before being
allowed to place the markings on any mainline -highway. The.contractorshall be responsible
for all preparatory and cleanup work in conjunction with the offsite verification as well as for
the applications of the markings on the highway. The demonstration shall be repeated until the
City is satisfied that the work can be done as specified. Only one color needs to be demonstrated.
4.5.12 Dron-Ort Reflective Glass Beads
In addition to incorporating glass beads in the thermoplastic mix, glass beads shall be evenly
applied to the surface of the molten material immediately after its application at a uniform
minimum rate of 10 pounds of glass beads per.) 00 square feet -of line or marking area (e.g. 150
linear feet of four inch line). The glass bead shalbconform to the applicable requirements of
No: IFS 18-4140 I w .goodyearaz.gw I Page 4e of 71
Office of Procurement
CITY OF GOODYEAR
190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Goodyear
Scope of Work
Phone: 623-882-7834,
cooling to ambient temperature. The temperature viscosity characteristics of the plastic material
shall remain constant throughout the reheatings and shall show like characteristics from batch
to batch. There shall be no obvious change in color of the thermoplastic material as a result of
reheating, and the color of the material shall not vary from batch to batch.
4.5.7 Color
The thermoplastic material, after heating for four hours +/ - five minutes at 425 +/- 3 degrees F.
And cooled to 77 +%- 3 degrees F., shall meet the following:
-White - daylight reflectance at 45 degrees r 0 degrees shall be 70 percent minimum.
-The color shall match Federal Test Standard Number 595, color chip no. 17925.
-Yellow - daylight reflectance at 45 degrees - 0 degrees shall be 43 percent minimum.
-The color shall match Federal Test Standard Number 595, color chip no. 13538.
4.5.8 Abrasion Resistance
The maximum loss of thermoplastic material during the abrasion resistance test herein specified
shall be 0.5 grants.
The abrasion resistance of the thermoplastic material shall be determined by forming a
representative lot of the material at a thickness of 0.125 inch on. a. four inch square
monel panel (thickness 0.050 =+/- 0.001 inch), on which a suitable primer has been previously
applied, and subjecting it to 200 revolutions on a Taber Abraser at 25 degrees C., using H-22
calibrated wheels weighted to 250 grams. The wearing surface shall be kept wewith distilled
water throughout the test.
4.5.9 Flash Point
The thermoplastic material shall have a- flash point not less than .475 degrees F.. when tested in
accordance with the requirements of ASTM D92 "Flash and Fire Points by Cleveland Open Cup."
4.5.10 Inter -Mix Glass Beads
The inter -mix beads shall be coated or uncoated and conform to AASHTO M247-81 (1986) type
1 or other suitable specified glass bead. The use or non-use of coatings shall be left to the
discretion of the manufacturer. If non -coated beads are used, the thermoplastic formulation shall
be configured to minimize. settling of the intermixed beads -when the material is heated and
applied.
4.5.11 Demonstration
The contractor shall verify to the City's satisfaction (e.g., test application), at a location off the
project site the ability to place the profile thermoplastic material as specified before being
allowed to place the markings on any mainline -highway. The.contractorshall be responsible
for all preparatory and cleanup work in conjunction with the offsite verification as well as for
the applications of the markings on the highway. The demonstration shall be repeated until the
City is satisfied that the work can be done as specified. Only one color needs to be demonstrated.
4.5.12 Dron-Ort Reflective Glass Beads
In addition to incorporating glass beads in the thermoplastic mix, glass beads shall be evenly
applied to the surface of the molten material immediately after its application at a uniform
minimum rate of 10 pounds of glass beads per.) 00 square feet -of line or marking area (e.g. 150
linear feet of four inch line). The glass bead shalbconform to the applicable requirements of
No: IFS 18-4140 I w .goodyearaz.gw I Page 4e of 71
ADOT Standard Specification Subsection 708-2.02 unless a different type and gradation is
recommended by the profile thermoplastic manufacturer.
4.6 Pavement Marking Removal And Surface Prenaration (Pmr) Or ISM
4.6.1 Description
The work under this subsection shall consist of all the.necessary work to remove (or obliterate)
existing permanent white and yellow pavement markings (lines, .legends, symbols and raised
pavement markers) or prepare these types of surfaces for restriping in accordance with the
applicable. requirements, of the Contract Work Order, these specifications and as directed by the
City. The work shall also include the cleaning of surrounding pavement surfaces, removal and
disposal of removed material and pavement repair as necessary. All areas that are obliterated will
be sealed with an asphalt slung sea] per MAG Section 460:2 or approved equal. The markings to
be removed shall be as detailed on the project work order.
4.6.2 Work Requirements
Painting or slurry sealing over existing pavement markings does not constitute obliteration. This
includes the- application of new permanent markings over existing markings designated to be
removed. If the work order specifies removal, then all markings are to be removed and the surface
cleaned prior to the application of new markings.
All obliteration and surface preparation shall be by an abrasive with a waterbome substance, air
driven substance, or grinding method. No other method is acceptable. However, all obliteration
and surface preparation methods used shall be in compliance with all federal, state and local safety
and environmental laws. It is the contractor's responsibility to apply for any required permits (if
applicable) in a timely fashion so as not to create a delay.
Pavement surfaces that are unduly damaged as a msttlt of obliteration or surface preparation work
shall be repaired and sealed in a manner acceptable to the City at no additional cost to the City -
Sealants will need to be approved by the Streem fl7raffic Superintendent. This requirement only
applies to those pavement surfaces that are judged by the City to be in good shape prior to any
removal or surface preparation activities.
Pavement grinding or water blasting shall not penetrate the pavement surface mote than 1/8 inch.
Grinding or water blasting of newly laid AR-ACFC or PCCP (installed.within the past year) is not
recommended.
It shall be the responsibility of the contractor to provide for adequate disposal of removed material
in approved landfills. Dumping of removed materials on -state property is prohibited unless
approved by the City.
After removing the existing pavement markings at preparing marked surfaces identified, the
contractor shall immediately clean-up and contain all loose material from the road surface prior to
reopening the roadway to traffic. The method of cleaning the surface is subject to approval by the
City and shall include sweeping and/or vacuuming. All loose material including all grindings and
obliterated marking material shall be collected and removed from the pavement surface and
properly disposed of.
Soadtation No: IFB 184140 1 w .goodyearaz.gw I Page 49 of 71
CITY OF GOODYEAR
Office of Procurement
190 N.IrtchfieldRoad
�,1''
P.O. Box 5100
Goodyear, AZ 85338
GocdYear
Scope of Work
Phone: 623-882-7834
ADOT Standard Specification Subsection 708-2.02 unless a different type and gradation is
recommended by the profile thermoplastic manufacturer.
4.6 Pavement Marking Removal And Surface Prenaration (Pmr) Or ISM
4.6.1 Description
The work under this subsection shall consist of all the.necessary work to remove (or obliterate)
existing permanent white and yellow pavement markings (lines, .legends, symbols and raised
pavement markers) or prepare these types of surfaces for restriping in accordance with the
applicable. requirements, of the Contract Work Order, these specifications and as directed by the
City. The work shall also include the cleaning of surrounding pavement surfaces, removal and
disposal of removed material and pavement repair as necessary. All areas that are obliterated will
be sealed with an asphalt slung sea] per MAG Section 460:2 or approved equal. The markings to
be removed shall be as detailed on the project work order.
4.6.2 Work Requirements
Painting or slurry sealing over existing pavement markings does not constitute obliteration. This
includes the- application of new permanent markings over existing markings designated to be
removed. If the work order specifies removal, then all markings are to be removed and the surface
cleaned prior to the application of new markings.
All obliteration and surface preparation shall be by an abrasive with a waterbome substance, air
driven substance, or grinding method. No other method is acceptable. However, all obliteration
and surface preparation methods used shall be in compliance with all federal, state and local safety
and environmental laws. It is the contractor's responsibility to apply for any required permits (if
applicable) in a timely fashion so as not to create a delay.
Pavement surfaces that are unduly damaged as a msttlt of obliteration or surface preparation work
shall be repaired and sealed in a manner acceptable to the City at no additional cost to the City -
Sealants will need to be approved by the Streem fl7raffic Superintendent. This requirement only
applies to those pavement surfaces that are judged by the City to be in good shape prior to any
removal or surface preparation activities.
Pavement grinding or water blasting shall not penetrate the pavement surface mote than 1/8 inch.
Grinding or water blasting of newly laid AR-ACFC or PCCP (installed.within the past year) is not
recommended.
It shall be the responsibility of the contractor to provide for adequate disposal of removed material
in approved landfills. Dumping of removed materials on -state property is prohibited unless
approved by the City.
After removing the existing pavement markings at preparing marked surfaces identified, the
contractor shall immediately clean-up and contain all loose material from the road surface prior to
reopening the roadway to traffic. The method of cleaning the surface is subject to approval by the
City and shall include sweeping and/or vacuuming. All loose material including all grindings and
obliterated marking material shall be collected and removed from the pavement surface and
properly disposed of.
Soadtation No: IFB 184140 1 w .goodyearaz.gw I Page 49 of 71
If the area in which markings have been removed or surface prepared is going to have new markings
applied to it, then the method of surface preparation shall also be per the recommendations of the
pavement marking material manufacturer. The cost for drying (if water method is used) or cleaning
and preparing the surface, including abrasive sweeping and high-pressure air spray, shall be
considered pan of the cost for applying the new pavement markings and no separate measurement
or payment will be made for this work, unless otherwise noted on the work order or herein included
and described.
The application of primer sealer for thermoplastic and the removal of PCCP curing compound will
be paid for -under a separate items. The application of primer and contact cement for preformed
tape markings is incidental to those specific items.
Markings that are obliterated (orremoved) shall be 98% to 100% removed..
If existing pavement markings are to be overlaid with new markings, then the existing markings
surface shall be. prepared so that the new markings are placed on existing material (existing
markings or pavement) that is well adhered to the pavement. To accomplish this. the contractor
shall remove a minimum of 20% of the existing markings.
The obliteration (or removal) of pavement marling lines will be measured by the linear foot along
the center line of the existing pavement marling line (or stripe) and will bebased on a six inch wide
line based on type material it appears to be (thermohape or paint) and the pavement surface that it
is on (PCCP or AC) regardless of thickness or the number of layers: The most difficult marling
material to remove will govern which payment item is to be used for that work.
4.7 Pavement Markings Removal and Pavement Surface Appearance Blending
The Pavement Marking Removal item shall involve the removal anddisposal of at least 95% of the
pavement markings at the locations indicated by -the City. This total removal effort may involve at least
two separate processes. First, all'of the existing pavement markings (thermoplastic, tape, paint, etc.) shall
be completely taken off the pavement surface with a combination grinding and/or high pressure water or
confined sand blaster that is specifically designed for pavement marking.removal. The third step shall
involve the sweeping; vacuuming and collecting all lose material and removing it from the roadway:
The Pavement Surface Appearance Blending item shall involve an effort by the contractor to blend the
appearance of a pavement surface to eliminate the false image of pavement marking lines which were
removed to allow for the repositioning of the traffic lanes. All of the traffic lanes which are in the areas
where lane lineshave been removed shall be -subjected to this treatment. The total square foot of the
pavement surface to be treated shall be as directed by the City. Initially it is anticipated that between two
to three feet of pavement surface width on either side of a firmer lane line and all of the lateral gap distance
between the lane lines will need to be treated. However, the final determination of the limits of treatment
and the amount of "appearance blending" effort (how much high power water or sand blasting) that is
needed to taper the "look of the pavement surface" back to what is acceptable from a traffic operations
stand point cannot be finalized until it is actually done in the field and is inspected visually.
To minimize pavement damage the contractor shall exercise extreme care when removing markings. The
removal method use shall not abrade or grind the pavement surface in a manner that permanently scares
the pavement surface that would have a negative impact on the pavement or traffic operations. Grinding
Soatltatbn No: IFB 184140 1 w .goodyearezgov I Page 50 of 71
Office of Procurement
CITY OF GOODYEAR
190 N. Litchfield Road
-W,
P.O. Box 5100
Goodyear. AZ 85338
Goodyear
Scope of Work
Phone: 623-882-7834
If the area in which markings have been removed or surface prepared is going to have new markings
applied to it, then the method of surface preparation shall also be per the recommendations of the
pavement marking material manufacturer. The cost for drying (if water method is used) or cleaning
and preparing the surface, including abrasive sweeping and high-pressure air spray, shall be
considered pan of the cost for applying the new pavement markings and no separate measurement
or payment will be made for this work, unless otherwise noted on the work order or herein included
and described.
The application of primer sealer for thermoplastic and the removal of PCCP curing compound will
be paid for -under a separate items. The application of primer and contact cement for preformed
tape markings is incidental to those specific items.
Markings that are obliterated (orremoved) shall be 98% to 100% removed..
If existing pavement markings are to be overlaid with new markings, then the existing markings
surface shall be. prepared so that the new markings are placed on existing material (existing
markings or pavement) that is well adhered to the pavement. To accomplish this. the contractor
shall remove a minimum of 20% of the existing markings.
The obliteration (or removal) of pavement marling lines will be measured by the linear foot along
the center line of the existing pavement marling line (or stripe) and will bebased on a six inch wide
line based on type material it appears to be (thermohape or paint) and the pavement surface that it
is on (PCCP or AC) regardless of thickness or the number of layers: The most difficult marling
material to remove will govern which payment item is to be used for that work.
4.7 Pavement Markings Removal and Pavement Surface Appearance Blending
The Pavement Marking Removal item shall involve the removal anddisposal of at least 95% of the
pavement markings at the locations indicated by -the City. This total removal effort may involve at least
two separate processes. First, all'of the existing pavement markings (thermoplastic, tape, paint, etc.) shall
be completely taken off the pavement surface with a combination grinding and/or high pressure water or
confined sand blaster that is specifically designed for pavement marking.removal. The third step shall
involve the sweeping; vacuuming and collecting all lose material and removing it from the roadway:
The Pavement Surface Appearance Blending item shall involve an effort by the contractor to blend the
appearance of a pavement surface to eliminate the false image of pavement marking lines which were
removed to allow for the repositioning of the traffic lanes. All of the traffic lanes which are in the areas
where lane lineshave been removed shall be -subjected to this treatment. The total square foot of the
pavement surface to be treated shall be as directed by the City. Initially it is anticipated that between two
to three feet of pavement surface width on either side of a firmer lane line and all of the lateral gap distance
between the lane lines will need to be treated. However, the final determination of the limits of treatment
and the amount of "appearance blending" effort (how much high power water or sand blasting) that is
needed to taper the "look of the pavement surface" back to what is acceptable from a traffic operations
stand point cannot be finalized until it is actually done in the field and is inspected visually.
To minimize pavement damage the contractor shall exercise extreme care when removing markings. The
removal method use shall not abrade or grind the pavement surface in a manner that permanently scares
the pavement surface that would have a negative impact on the pavement or traffic operations. Grinding
Soatltatbn No: IFB 184140 1 w .goodyearezgov I Page 50 of 71
',t'I
CITY OF GOODYEAR
190 N. Li Procurement
I90 N. Litchfield Road
oa
P.O. Box 5100
WIMP
Goodyear, AZ 85338
LFT"
G'CM0��.ewr
Scope of Work
Phone:. 623-862-7834
of the pavement marking surface initially, to loose the existing :material up, is,and acceptable method
Grinding to remove lines that run parallel to traffic is also generally, acceptable. However, grinding shall
not be the primary means to remove the existing pavement markings that are within the travel way, unless
the markings are transverse (crosswalks, stop bars legends and symbols). The use of high pressure water
blaster which is specially designed for high production pavement markiiig removal shall be used. The
contractor shall be responsible for all cost associated with repairing pavement surfaces damaged by their
carelessness, error or improper removal techniques.
All removal and pavement surface performance blending methods shall be in compliance with the
applicable federal state and local regulations: It is the contractors responsibility to apply for any required
permits.
After the markings have been removed and if authorized by the City the contractor shall begin an effort to
blend the appearance of the pavement surface where the markings where removed to the appearance of the
pavement surface in the traffic lane arca. This pavement surface appearance blending shall be done to help
ensure that the pavement surface of where the removed markings where does not leave enough of a ghost
image to appear as lane line markings under certain seeing conditions.
Often during sun rising or seeing driving conditions on eastlwesl roadways.it is possible for the former
locations of removed pavement markers and markings to appear as active lane or edge lines which are in
fact in conflict with the actual pavement markings. To account for this possibility this "pavement
appearance blending item has been established. The intent of this item is to subject enough of the
pavement surface on either side of the existing lane line which have just been removed with a surface
abrasion treatment that sufficiently obscures the area where those markings where so they will no longer
have the appearance that they are markings under all road user seeing conditions. This item is also intended
to prepare and clean the pavement surface for the application of the new pavement markings.
If a high pressure water blaster pavement marking removal truck is used the following general criteria is
anticipated: for pavement [narking a narrow removal head with a vehicle velocity of two miles per hour or
less.applies; and for pavement surface appearance blending a narrow removal head at a slightly higher
vehicle velocity than that used for removal or a wider removal head with a vehicle velocity of between two
to three miles per hour applies. Additionally, for surface appearance blending, as the offset from where
the existing markings whereremoved is increased, the velocity of the vehicle can increase, beyond the
limits indicated, if such of a.velocity is successful in tapering the surface appearance in a manner that is
acceptable to the City.
It is anticipated the desired result can be achieved in one pass, however if this is not possible then additional
passes can be effected at or above the velocities used for the fust pass. Prior to starting the project the
contractor shall, in the presence of the engineer, test this general criteria for effectiveness in achieving the
desired end product. The end product being a pavement surface that is thoroughly. clean and has an un-
pavementmarked appearance under all anticipated driver seeing conditions. Based on the results of this
test the criteria shall be adjusted as approved by the City. Additionally, these criteria can be adjusted again
ifduring the project it is determine that it is necessary, to change it achieve the desired end product as judged
by the City.
It shall be the responsibility of the contractor to gather and provide for the disposal of all removed materials
in approved landfills.
Solicitation No: IFB 18.4740 1 vnnv.goodyearaz.gov I Page 51 of 71
The techniques and equipment used pavement marling removal and pavement surface appearance
blending, and the end result shall be subjected to review and approval by the City..
4.8 Method of Measurement
The removal of.the pavement markings will be measured by the linear foot along the center line of the
existing pavement stripe made of either thermoplastic, tape, ceramic buttons, raised pavement markets or
other pavement marking material based on the equivalent four inch width. The removal of the existing
adhesive pad(s) in the gap between the existing ten foot lane lines shall be considered incidental to this
item and will not be measured.
The pavement surface appearance blending will be measured by the square foot based on the area so treated
and approved by the City.
5. WORK SCHEDULE
The Contractor shall provide the City with a Work Schedule. The work schedule shall account for known
City prioritiesand also seasonal weather conditions. Wort: schedule and planning meetings shall be held
as necessary. and as requested by the Streetsrrraffic Superintendent.
All work shall be performed during times requested by the Streetsfrmf'fic Superintendent.. No work will be
performed on weekends or State holidays without.phor approval by the Streets/Traffic Superintendent. All
work hours and days will be subjected to restrictions that are established by the StreeLvTraffrc Superintendent.
The contractor may be required to work at any hours of the day or night, week or weekend. This provision is
necessary to minimize the negative impacts on the motoring public.
The scheduling of all work shall account for the ambient and surface temperature requirements of the
materials to be applied (as applicable). Additionally, the schedule shall have adequate time for the logical
completion of all work activities, including drying time of applied markings, and the setting and removal
of the necessary traffic control.
Contractor shall adhere to the approved work schedule and shall complete all work during the calendar
week in which it is scheduled unless circumstances occur which are beyond'the control of the Contractor.
If the Contractor falls behind schedule at any time, additional workers shall be assigned at no additional
cost to the City until the work is back on schedule.
The City reserves the right to make adjustmentsin the schedule at any, time to avoid conflict with highway,
construction or maintenance operations or to better serve the City's needs.
All work crews and work crew supervisors (marking and traffic control) shall be equipped with mobile phones.
The contractor shall provide the City a detailed listing of their crews and their phone numbers-
All
umbersAll contractor generated plans and schedules are subject to City approval. Any significant change to the
schedule and/or plan musube submitted to the Streets/Traffic Superintendent for review and approval.
The contractor shall be responsible for verifying quantities prior to the start of any project. All changes must
be approvedby the City prior to the.start of work Any changes to the quantities and/or scope encountered
once the project begins shall be immediately brought to the attention of the City inspector. The changes must
be reviewed and approved before any additional and/or new work is done. Any significant amount of extra or
Soadtatbn Nc: IFB 18-4140 1 Wn .goodyearxr.gov I Page 52 of 71
of Procurement
AAVAA
CITY OF GOODYEAR
190 M
l90 N: Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
vpzrt i
Scope of Work
Phone: 623-882.7834
The techniques and equipment used pavement marling removal and pavement surface appearance
blending, and the end result shall be subjected to review and approval by the City..
4.8 Method of Measurement
The removal of.the pavement markings will be measured by the linear foot along the center line of the
existing pavement stripe made of either thermoplastic, tape, ceramic buttons, raised pavement markets or
other pavement marking material based on the equivalent four inch width. The removal of the existing
adhesive pad(s) in the gap between the existing ten foot lane lines shall be considered incidental to this
item and will not be measured.
The pavement surface appearance blending will be measured by the square foot based on the area so treated
and approved by the City.
5. WORK SCHEDULE
The Contractor shall provide the City with a Work Schedule. The work schedule shall account for known
City prioritiesand also seasonal weather conditions. Wort: schedule and planning meetings shall be held
as necessary. and as requested by the Streetsrrraffic Superintendent.
All work shall be performed during times requested by the Streetsfrmf'fic Superintendent.. No work will be
performed on weekends or State holidays without.phor approval by the Streets/Traffic Superintendent. All
work hours and days will be subjected to restrictions that are established by the StreeLvTraffrc Superintendent.
The contractor may be required to work at any hours of the day or night, week or weekend. This provision is
necessary to minimize the negative impacts on the motoring public.
The scheduling of all work shall account for the ambient and surface temperature requirements of the
materials to be applied (as applicable). Additionally, the schedule shall have adequate time for the logical
completion of all work activities, including drying time of applied markings, and the setting and removal
of the necessary traffic control.
Contractor shall adhere to the approved work schedule and shall complete all work during the calendar
week in which it is scheduled unless circumstances occur which are beyond'the control of the Contractor.
If the Contractor falls behind schedule at any time, additional workers shall be assigned at no additional
cost to the City until the work is back on schedule.
The City reserves the right to make adjustmentsin the schedule at any, time to avoid conflict with highway,
construction or maintenance operations or to better serve the City's needs.
All work crews and work crew supervisors (marking and traffic control) shall be equipped with mobile phones.
The contractor shall provide the City a detailed listing of their crews and their phone numbers-
All
umbersAll contractor generated plans and schedules are subject to City approval. Any significant change to the
schedule and/or plan musube submitted to the Streets/Traffic Superintendent for review and approval.
The contractor shall be responsible for verifying quantities prior to the start of any project. All changes must
be approvedby the City prior to the.start of work Any changes to the quantities and/or scope encountered
once the project begins shall be immediately brought to the attention of the City inspector. The changes must
be reviewed and approved before any additional and/or new work is done. Any significant amount of extra or
Soadtatbn Nc: IFB 18-4140 1 Wn .goodyearxr.gov I Page 52 of 71
',,%'
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
P.O. Box 5100
Goodyear. AZ 85338
C�r`w.i..EsCi
Scope of Work
Phone: 623-882-7834
new work that is done beyond the approved Contract Work Order/Contract Purchase Order will not be eligible
for payment; to include any associated traffic control.
The contractor shall adhere to the approved work schedule and plan. If work is not completed per the
,schedule and/or plan, a written report to the Streetsffraffic Superintendent shall be made explaining why the
work was not completed. This report shall be made within the first working day of the following week. A
plan forgetting back on schedule shall be contained within this report. If contractor action or non -action is
judged to be the reason for the problem, the City may require the contractor to assign additional personnel
and equipment to get the project back on schedule. Any additional costs association with this assignment
of additional resources (e.g. overtime, equipment rental, traffic control, subcontractors) to the project that
.are beyond the,scope of this contract will be bore by the contractor.
6. 'MAINTENANCE & PROTECTION OF TRAFFIC
6.1 All traffic affected by this construction shall be regulated in accordance with the City of Phoenix
"Traffic Barricade Manual," and the items listed below. The following traffic restrictions are minimum
requirements throughout the construction period:
6.1.1 All traffic restrictions listed herein are to supplement the City of Phoenix "Traffic Barricade
Manual," and are not intended to delete any pan of the manual. All reference in the "Traffic
Barricade. Manual" to "arterial' and/or "collector" streets shall mean "arterial and/or major
arterial" streets and are referred to as "major" streets in the following sections:.
6.1.2 A minimum of two travel lanes (one for each direction) shall be maintained open.to traffic at all
times on all major streets. All work that enters or crosses a major street must be done at times
other than 6:00 a.m. to 8:30 a.m., and 4:06 p.m. to 7:00 p.m.
6.1.3 A travel lane shall he defined as ten (10) feet of roadway with a safe motor vehicle operating
speed of twenty-five (25) miles per hour.
6.1.4 A travel lane will not be considered as satisfactorily open,to traffic until -it has 'been graded
reasonably smooth and is paved with a minimum of two (2) inches of asphalt. This shall be.
considered temporary pavement and shall be removed completely before proceeding with final
surfacing.
6.1.5 The Contractor shall provide and maintain all necessary traffic controls, and must provide
flashing arrow boards to protect and guide traffic for all work in the construction area.
6.1.6 Intersection area shall be defined as all of the area within the right-of-way of intersecting streets,
plus two -hundred fifty (250) feet beyond the center of the intersected streets on,altlegs of the.
intersection.
6.1.7 The Contractor shall maintain all existing, traffic signs erect, clean.and in full view.of the
intended traffic at all.times. Street name signs at major street intersections shall be maintained
erect at all times. If any signs interfere with construction, the Contractor shall notify the
Inspector at least 48 hours in advance for City forces to remove said signs. The Contractor shall
be responsible for having all temporary traffic control signs installed and maintained during
construction. The Streetsffraffic Division will re -set all traffic and street name at to
permanent locations when notified by the Engineer that construction is complete.
Soadtatim Na iFB 18-4140 1 w .gooayearar.gm I Page 53 of 71
6.1.8 Local access to all properties onthe subject project shall be.maintained at all possible times in
the form of a safe and ieasonable direct route to at least one of the above defined major streets.
Whenever local access cannot be maintained, the Contractor shall notify the a affected property
owner or user and the Engineer at leasttwenty-four.(24) hours in advance.
6. t.9 The Contractor shall be required to provide a uniformed off-duty City of Goodyear police officer
to assist with traffic control whenever traffic•m any one.direction is restricted to one lane at a
signalized major intersection or at other locations if it should become necessary in the opinion
of the Engineer. During. construction activities that do not restrict a major signalized
intersection, police officer assisted traffic control isnot required.
Measurement for payment of the uniformed off-duty Goodyear police officer hours will be
trade by the actual number of than -hours used for traffic control at signalized major
intersections or as approved by the Streets and Traffic Superintendent.
Payment for the off-duty Goodyear police officer will be made at the City of Goodyear contract
unit price bid per hour for OFF DUTY GOODYEAR POLICE, OFFICER. A supervisor is
required whenever four (4) officers:are used or in the event that only a supervisor is available.
The net hourly rate shall be increased to include withholding for Federal; State, FICA, Medicare,
Worker's Compensation insurance and any payroll administrative costs. Contractor must fill out
a request for off-duty police officer.contract one week prior to the event.
6.1.10 The Contractor shall prepare a traffic control plan for applicable projects and submit it to the
City Streets/Traffic Superintendent for reviewand approval at least seven (7) working days
before the pre -construction conference. The traffic control plan shall include flashing arrow
boards, barricades and signs, and shall address how local access to adjacent properties will be
handled in accordance with the specifications herein. Any changes to the traffic control'plan
during construction shall be submitted to the City Streets/Traffic Superintendent for approval
at least seventy-two (72) hours before implementation.
6.1.11 It is the City's desire to mainmin'one lane of traffic in each direction onminor.streets whenever
possible. Should it become imperative for the Contractor to close off a portion of any minor
street or reduce the travel way to a single lane, he must obtain approval from the. City
Streets/traffic Superintendent twenty-four (24) hours prior to implementing a traffic control
change. He must provide all the necessary signs to detour traffic and/or flagmen to control
traffic for a single lane. The maximum amount of time that the street may be closed is from
9`.00 a.m. until'4:00 p.m: The cost of the shadow vehicle will be included.in the cost of the striping.
6.1.12 General Process
Before proceeding with the contract, the contractor will berequired to develop typical traffic control
plans and traffic control work item lists for each of the tasks, necessaryfor the Pavement Marking
Maintenance Project. These typical.plans are to be submitted to Streetsfl'raffic Superintendent for
review and approval. All traffic control and moving operations shall be per the Phoenix Barricade
Manual, latest edition.
All striping and shadow vehicles, in moving striping operations; shall be equipped with large
black on white regulatory signs which state "KEEP OFF THE STRIPE" and "NO PASSING".
Black on orange warning signs stating "WET PAR FF' shall be placed at a minimum of one mile.
Solicitation No: IFB 18-4140 1 w .goodyearaz.gov I Page 54 of 71
-
Office ofPm
AT)"a
CITY OF GOODYEAR
Road
1902v'.Litchfield eldRoad
P.O. Boz 5100
Goodyear; AZ 85338
C.7COed�f@C�
Scope of Work
Phone: 623-882-7834
6.1.8 Local access to all properties onthe subject project shall be.maintained at all possible times in
the form of a safe and ieasonable direct route to at least one of the above defined major streets.
Whenever local access cannot be maintained, the Contractor shall notify the a affected property
owner or user and the Engineer at leasttwenty-four.(24) hours in advance.
6. t.9 The Contractor shall be required to provide a uniformed off-duty City of Goodyear police officer
to assist with traffic control whenever traffic•m any one.direction is restricted to one lane at a
signalized major intersection or at other locations if it should become necessary in the opinion
of the Engineer. During. construction activities that do not restrict a major signalized
intersection, police officer assisted traffic control isnot required.
Measurement for payment of the uniformed off-duty Goodyear police officer hours will be
trade by the actual number of than -hours used for traffic control at signalized major
intersections or as approved by the Streets and Traffic Superintendent.
Payment for the off-duty Goodyear police officer will be made at the City of Goodyear contract
unit price bid per hour for OFF DUTY GOODYEAR POLICE, OFFICER. A supervisor is
required whenever four (4) officers:are used or in the event that only a supervisor is available.
The net hourly rate shall be increased to include withholding for Federal; State, FICA, Medicare,
Worker's Compensation insurance and any payroll administrative costs. Contractor must fill out
a request for off-duty police officer.contract one week prior to the event.
6.1.10 The Contractor shall prepare a traffic control plan for applicable projects and submit it to the
City Streets/Traffic Superintendent for reviewand approval at least seven (7) working days
before the pre -construction conference. The traffic control plan shall include flashing arrow
boards, barricades and signs, and shall address how local access to adjacent properties will be
handled in accordance with the specifications herein. Any changes to the traffic control'plan
during construction shall be submitted to the City Streets/Traffic Superintendent for approval
at least seventy-two (72) hours before implementation.
6.1.11 It is the City's desire to mainmin'one lane of traffic in each direction onminor.streets whenever
possible. Should it become imperative for the Contractor to close off a portion of any minor
street or reduce the travel way to a single lane, he must obtain approval from the. City
Streets/traffic Superintendent twenty-four (24) hours prior to implementing a traffic control
change. He must provide all the necessary signs to detour traffic and/or flagmen to control
traffic for a single lane. The maximum amount of time that the street may be closed is from
9`.00 a.m. until'4:00 p.m: The cost of the shadow vehicle will be included.in the cost of the striping.
6.1.12 General Process
Before proceeding with the contract, the contractor will berequired to develop typical traffic control
plans and traffic control work item lists for each of the tasks, necessaryfor the Pavement Marking
Maintenance Project. These typical.plans are to be submitted to Streetsfl'raffic Superintendent for
review and approval. All traffic control and moving operations shall be per the Phoenix Barricade
Manual, latest edition.
All striping and shadow vehicles, in moving striping operations; shall be equipped with large
black on white regulatory signs which state "KEEP OFF THE STRIPE" and "NO PASSING".
Black on orange warning signs stating "WET PAR FF' shall be placed at a minimum of one mile.
Solicitation No: IFB 18-4140 1 w .goodyearaz.gov I Page 54 of 71
intervals (t) throughout the restriping area. These signs shall be placed in both directions if the
roadway is two-way.
6.1.13 Other Provisions
If any condition exists which, in thejudgment of the Streetsffraffic Superintendent or the inspector,
requires special haffic.control methods or signing, such traffic control shall be supplied by the
contractor.
All traffic control situations are subject to the City's approval. The StreetslrrafficSupermtendent
or the inspector shall have final authority in traffic control matters:
The contractor shall notify the City inspector immediately prior to establishing traffic control which
restricts or closes a traffic lane and immediately,upon dismantling any restriction or closure. If a
tamp or road closure, is requiied, the traffic control plan must show a detour route.
The contractor shall provide experienced, competent, qualified traffic control technicians for all
traffic control activities.
All traffic control devices shall conform to the requirements of the MUTCD and shall be
maintained in a.clean and serviceable condition.at all times. Any unsuitable or unserviceable
devices shall be replaced immediately. The City shall be the sole judge of serviceability of traffic
control devices.
Traffic control set-ups shall be continually observed and maintained by.the contractor's personnel
who are trained and competent in the use of traffic control devices.
The contractor shall not store any traffic control devices within thirty (30) feet of the roadway.
A truck mounted attenuator shall be utilized in all operations which restricts or eliminates usage of
a.tmffic lane. Attenuator position shall be shown on the Traffic Control Plan. The truck mounted
attenuator shall conform to Standard Specification 701-3.07.
When work of a progressive nature is involved, the necessary devices shall be moved concurrently
with the advancing operation,based on the no -track time of the pavement marking material (if
applicable). The use of temporary devices shall not extend beyond the anticipated length of work
of one shift production.
All vehicles involved in the moving pavement marling operation shall have appropriate traffic
warning signs attached. Sign legends and location of placement on each vehicle shall be included
in the Moving Pavement Marking Operation Traffic Control Plan. No additional payment will be
made for vehicle mounted signs.
If requested by the City, the contractor shall provide the services of an off-duty uniformed law
enforcement officer and, if requested, an • official lave enforcement vehicle. All off -duly law
enforcement personnel utilized under this contract must be: certified by the Arizona Law
Enforcement Officer Advisory Council (ALEOAC). An hourly item for law enforcement officer
and law enforcement vehicle, excluding DPS Officers, has been established on the Fee Schedule.
Soliritatim Na: IFB 184140 www,goadyearaz.gov Page 55 of 71
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
P.O. Box S 100
Goodyear85, AL 853SS
Goodyear
Scope. of Work
Phone: 623-882-7834
intervals (t) throughout the restriping area. These signs shall be placed in both directions if the
roadway is two-way.
6.1.13 Other Provisions
If any condition exists which, in thejudgment of the Streetsffraffic Superintendent or the inspector,
requires special haffic.control methods or signing, such traffic control shall be supplied by the
contractor.
All traffic control situations are subject to the City's approval. The StreetslrrafficSupermtendent
or the inspector shall have final authority in traffic control matters:
The contractor shall notify the City inspector immediately prior to establishing traffic control which
restricts or closes a traffic lane and immediately,upon dismantling any restriction or closure. If a
tamp or road closure, is requiied, the traffic control plan must show a detour route.
The contractor shall provide experienced, competent, qualified traffic control technicians for all
traffic control activities.
All traffic control devices shall conform to the requirements of the MUTCD and shall be
maintained in a.clean and serviceable condition.at all times. Any unsuitable or unserviceable
devices shall be replaced immediately. The City shall be the sole judge of serviceability of traffic
control devices.
Traffic control set-ups shall be continually observed and maintained by.the contractor's personnel
who are trained and competent in the use of traffic control devices.
The contractor shall not store any traffic control devices within thirty (30) feet of the roadway.
A truck mounted attenuator shall be utilized in all operations which restricts or eliminates usage of
a.tmffic lane. Attenuator position shall be shown on the Traffic Control Plan. The truck mounted
attenuator shall conform to Standard Specification 701-3.07.
When work of a progressive nature is involved, the necessary devices shall be moved concurrently
with the advancing operation,based on the no -track time of the pavement marking material (if
applicable). The use of temporary devices shall not extend beyond the anticipated length of work
of one shift production.
All vehicles involved in the moving pavement marling operation shall have appropriate traffic
warning signs attached. Sign legends and location of placement on each vehicle shall be included
in the Moving Pavement Marking Operation Traffic Control Plan. No additional payment will be
made for vehicle mounted signs.
If requested by the City, the contractor shall provide the services of an off-duty uniformed law
enforcement officer and, if requested, an • official lave enforcement vehicle. All off -duly law
enforcement personnel utilized under this contract must be: certified by the Arizona Law
Enforcement Officer Advisory Council (ALEOAC). An hourly item for law enforcement officer
and law enforcement vehicle, excluding DPS Officers, has been established on the Fee Schedule.
Soliritatim Na: IFB 184140 www,goadyearaz.gov Page 55 of 71
All traffic control devices are to be compliant with the applicable NCHRP-350 criteria per the
dates mandated by the Federal Highway Administration (FHWA).
Retrorellective signs are required for all warning signs.
7. EOUIP1tENT
The contractor shall provide and maintain during the entire; period of, this contact, equipment sufficient in
number, operational condition and capacity to efficiently perforin the work and tender the services required by
this contract. This includes sufficient "backup" equipment to provide uninterruptedservice when equipment
breakdown occurs.
All long line trucks.shall be equipped with a flashing arrow board on the back and a front mounted locator
wheel or equivalent camera targeting system. The use of a pointer bar, or "7"' bar on long lite equipment is
prohibited.
A separate payment for flashing arrow panels on any vehicle shall not be considered for payment. The costs
of all warning lights and panels on any vehicle 'shall he considered incidental to the appropriate item. All
vehicles involved in a moving operation shall have flashing anew panels unless approved otherwise by the
City.
All vehicles involved in moving pavement marking work under traffic shall be equipped with. self-contained
flashing arrow panels.
Vehicles used on this project shall be equipped with amber rotating beacons or strobe lights. Rotating amber
beacon lights shall beequal to code three, 6105 rectangular andtor 550 round for uniformity. All equipment
shall be equipped with a backup alarm.
The Contractor's vehicles and mobile equipment shall be clearly.marked with company name and/or logo and
an identification number.
The application equipment to he used on roadway long line instnlletinnq (except for gore lines and short skip
strips) shall consist of truck mounted units. The truck mounted unit for center lines,,lane lines; gore lines, and
edge lines shall consist of a mobile self-contained unit carrying its own material. it shall be capable of
operating a minimumspeed of four to five miles per hour while applying striping and shall be sufficiently
maneuverable to install curved and straight lines, both longitudinally and transversely.
The truck shall be equipped with high pressure air spray lets that are in front of the pavement marking material
dispensing devices that ensure there is no loose matter on the pavement surface where the marking material is
to be applied.
The hand applicator equipment shall be sufficiently maneuverable to install.curved and straight lines, both
longitudinally and transversely, symbols and legends. All handcarts shall have a pointer bar that is properly
positioned to ensure straight lines. Reflective tape shall be placed on all sides of the hand .application
equipment.
The application equipment shall be so constructed as to assure continuous uniformity in the dimensions of the
pavement marking. The applicator shall provide a means for cleanly cutting off square pavement marking
edges and ends. It shall'also provide a method of applying lane lines (or "skip lines). The equipment shall be
constructed so as to provide varying widths and thickness of pavement markings. The application equipment
Solicitation No: 1F6 18-4146 1 —.g°°dy°ara .gw Page 56 of 71
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
OTT°T
Goodyear
Scope Of Work
Phone: 623-882-7834
All traffic control devices are to be compliant with the applicable NCHRP-350 criteria per the
dates mandated by the Federal Highway Administration (FHWA).
Retrorellective signs are required for all warning signs.
7. EOUIP1tENT
The contractor shall provide and maintain during the entire; period of, this contact, equipment sufficient in
number, operational condition and capacity to efficiently perforin the work and tender the services required by
this contract. This includes sufficient "backup" equipment to provide uninterruptedservice when equipment
breakdown occurs.
All long line trucks.shall be equipped with a flashing arrow board on the back and a front mounted locator
wheel or equivalent camera targeting system. The use of a pointer bar, or "7"' bar on long lite equipment is
prohibited.
A separate payment for flashing arrow panels on any vehicle shall not be considered for payment. The costs
of all warning lights and panels on any vehicle 'shall he considered incidental to the appropriate item. All
vehicles involved in a moving operation shall have flashing anew panels unless approved otherwise by the
City.
All vehicles involved in moving pavement marking work under traffic shall be equipped with. self-contained
flashing arrow panels.
Vehicles used on this project shall be equipped with amber rotating beacons or strobe lights. Rotating amber
beacon lights shall beequal to code three, 6105 rectangular andtor 550 round for uniformity. All equipment
shall be equipped with a backup alarm.
The Contractor's vehicles and mobile equipment shall be clearly.marked with company name and/or logo and
an identification number.
The application equipment to he used on roadway long line instnlletinnq (except for gore lines and short skip
strips) shall consist of truck mounted units. The truck mounted unit for center lines,,lane lines; gore lines, and
edge lines shall consist of a mobile self-contained unit carrying its own material. it shall be capable of
operating a minimumspeed of four to five miles per hour while applying striping and shall be sufficiently
maneuverable to install curved and straight lines, both longitudinally and transversely.
The truck shall be equipped with high pressure air spray lets that are in front of the pavement marking material
dispensing devices that ensure there is no loose matter on the pavement surface where the marking material is
to be applied.
The hand applicator equipment shall be sufficiently maneuverable to install.curved and straight lines, both
longitudinally and transversely, symbols and legends. All handcarts shall have a pointer bar that is properly
positioned to ensure straight lines. Reflective tape shall be placed on all sides of the hand .application
equipment.
The application equipment shall be so constructed as to assure continuous uniformity in the dimensions of the
pavement marking. The applicator shall provide a means for cleanly cutting off square pavement marking
edges and ends. It shall'also provide a method of applying lane lines (or "skip lines). The equipment shall be
constructed so as to provide varying widths and thickness of pavement markings. The application equipment
Solicitation No: 1F6 18-4146 1 —.g°°dy°ara .gw Page 56 of 71
FY
�cd
CITY OF GOODYEAR
Office Procurement
Li
190 N. Litchfield Road
P.O. Boz 5100
Goodyear, AZ 85338
Phone: 623-882-7834
Scope of Work
shall be mobile and maneuverable to the extent that straight lines can be followed and normal curves can be
made in a true arc. The equipment operator shall be located in such a position as to enable full visibility of the
striping apparatus.
All vehicles shall have two-way radio (or suitable intercom) capabilities. In addition, all managers, supervisors,
crew chiefs or other key personnel shall have mobile phones. A listing of persons and phone numbers shall be
submitted to the Streetslfraffic Superintendent. Communication devices shall be fully operational and
mailable for immediate use during all work operations.
A glass bead top dressing shall be applied to the completed pavemem marling by an automatic glass bead
dispenser attached to the striping machine in such a manner that the beads are applied to the undried material
immediately after. it has been applied The bead dispenser shall either utilize pressure type spray.guns ora
gravity drop -ort bead dispenser. The type used shall be per the recommendations -of the glass bead
manufacturer. The bead dispenser shall be capable of evenly distributing glass beads to the required application
rate immediately after the application of the pavement marking material. Additionally, the bead dispenser shall
dispense the beads in such a matter that they shall embed in the surface of the marling materials to an anchoring
depth of from SS% to 60% of the bead diameter. The long line truck bead dispenser shall be equipped with an
automatic cutoff synchronized with the cutoff of the dispensing device for the pavement marking material.
NOTE: ALL BEAD GUNS SHALL HAVE WIND SHROUDS THAT DIRECT THE DROP ON
GLASS.BEADS DIRECTLY TO THE APPLIED LANE.
The contractor shall make daily inspections of all equipment to ensure it is operable and within the
requirements of these specifications. Continuous, uniform and proper operations of all equipment are
critical to ensure quality marking applicstiob. The contractor shall inform the City inspector of any
breakdowns or intermittent malfunctions of equipment that may impact the application of the markings
and compliance with this specification.
The City reserves the right to inspect equipment at any time and require the replacement of any that does not
meet minimum serviceability standards. Equipment, machinery, component or system failtres tharafled the
safe operation of any equipment shall be corrected prior to using the equipment.
All long line equipment shall be provided with a metering device to register the accumulated installed or'
removed footage for each material dispensing or removal, device. The meter shall be operated in a fashion so
it only accounts for that material that is installed or removed from the roadway. The contractor shall coordinate
with the City on the operations and readings derived from theautomaric meter.
The City shall periodically check the degree of accuracy of the counter readings and establish an adjustment
factor, if necessary, to accurately determine the pay item quantities. Failure of the contractor to operate and/or
maintain the counter system can be cause forimmediate suspension of work.
All bead dispenser outlets shall have enclosed wind shrouds or equivalent devices to direct the glass beads to
the markings as they are dropped. The shroud may include an opening which faces the operator so that the
flow rate of the glass beads can be monitored. The bottom of the shroud shall be mounted within two to three
inches of the pavement surface and shall be configured to allow for even distribution of glass beads on the
applied "markings.
SoWtation No: IFS 18-4140 1 v. v.w.goodyeam.gov I Page 57 of 71
8. REPORTS
The Contractor shall prepare all reports required by the City and deliver them to the City within the time
specified. These reports shall include, but are not limited,to the Daily Work and Quantities Report for each
project. The Contractor shall keep logbooks as referenced in this section.
These reports may be modified at any time to meet the needs of the City.
9. SAFETY. SANITARY & HEALTH CONDITIONS
Contract specifications require all Contractor employees to wear OSHA approved hard hats, high -visibility,
OSHA approved safety vests and steel-tded footwear and full-length pants at all times while working within,
the right-of-way.
The Contractor shall provide and maintain in a neat and sanitary condition such accommodations for the use
of the contractor's employees as may be necessary to comply with the requirements and regulations of the
Arizona State Cityof Health Services or other authorities having jurisdiction therein.
Attention is directed to Federal, State and local laws, rules and regulations concerning construction safety and
health standards. The contractor shall not require any workers to work in surroundings or. under conditions that
.are unsanitary•, hazardous or dangerous to their health or safety.
10. -SUSPENSION OF WORK:
The Contract Administrator or their representative may suspend work operations at any time, when.iu their
judgment, present or impending weather conditions are such that the work cannot be carried out in a safe and
effective manner.
11. MOBILIZATION
All of the bid prices shall be based on providing pavement marking services as described herein inclusive
of all mobilization costs.
12. CERTIFICATE OF COMPLIANCE
The contractor, as a part of their offer, shall submit a Certificates of.the materials to be.used from the
manufacturer, Calibrations sheet for all equipment to be used per thiscontract,: and resumes of the on-site
s6 visors that will be utilized per this contract. Calibration sheets shall be kept with the vehicles at all times.
a: Listing of mantifacturers intended to be used. The drop on glass bead manufacturer shall also be identified.
The listing of the manufacturer shall include a written.certification from the manufacturer that their
material will conform to these specifications. Preformed Tape Marking manufacturer's certification shall
include their specifications, application requirement and a small three (3) foot sample of each tape being
'offered. It is acceptable to list primary and secondary sources of materials.
b. Statement that all materials and equipment used shall conform to these specifications and generally
accepted national practices. The use of non -conforming materials, application methods and/or
equipment can be grounds for rejection of work and, if not corrected, suspension or cancellation of the
contract.
C. Statement that the contractor will maintain, calibrate and operate all the application devices so that the
required thickness and the drop on glass bead application rates are achieved at all times. Additionally,
Soli6taCon No: IFB 184140 —.gowyearaz.gm Page 58 of 71
CITY OF GOODYEAR
Li Office Procurement
190 N. Litchfield Road
',�''
P.O. Box 5100
Goodyear, AZ 85338
G ilyear
Scope of Work
Phone: 623-882-7834
8. REPORTS
The Contractor shall prepare all reports required by the City and deliver them to the City within the time
specified. These reports shall include, but are not limited,to the Daily Work and Quantities Report for each
project. The Contractor shall keep logbooks as referenced in this section.
These reports may be modified at any time to meet the needs of the City.
9. SAFETY. SANITARY & HEALTH CONDITIONS
Contract specifications require all Contractor employees to wear OSHA approved hard hats, high -visibility,
OSHA approved safety vests and steel-tded footwear and full-length pants at all times while working within,
the right-of-way.
The Contractor shall provide and maintain in a neat and sanitary condition such accommodations for the use
of the contractor's employees as may be necessary to comply with the requirements and regulations of the
Arizona State Cityof Health Services or other authorities having jurisdiction therein.
Attention is directed to Federal, State and local laws, rules and regulations concerning construction safety and
health standards. The contractor shall not require any workers to work in surroundings or. under conditions that
.are unsanitary•, hazardous or dangerous to their health or safety.
10. -SUSPENSION OF WORK:
The Contract Administrator or their representative may suspend work operations at any time, when.iu their
judgment, present or impending weather conditions are such that the work cannot be carried out in a safe and
effective manner.
11. MOBILIZATION
All of the bid prices shall be based on providing pavement marking services as described herein inclusive
of all mobilization costs.
12. CERTIFICATE OF COMPLIANCE
The contractor, as a part of their offer, shall submit a Certificates of.the materials to be.used from the
manufacturer, Calibrations sheet for all equipment to be used per thiscontract,: and resumes of the on-site
s6 visors that will be utilized per this contract. Calibration sheets shall be kept with the vehicles at all times.
a: Listing of mantifacturers intended to be used. The drop on glass bead manufacturer shall also be identified.
The listing of the manufacturer shall include a written.certification from the manufacturer that their
material will conform to these specifications. Preformed Tape Marking manufacturer's certification shall
include their specifications, application requirement and a small three (3) foot sample of each tape being
'offered. It is acceptable to list primary and secondary sources of materials.
b. Statement that all materials and equipment used shall conform to these specifications and generally
accepted national practices. The use of non -conforming materials, application methods and/or
equipment can be grounds for rejection of work and, if not corrected, suspension or cancellation of the
contract.
C. Statement that the contractor will maintain, calibrate and operate all the application devices so that the
required thickness and the drop on glass bead application rates are achieved at all times. Additionally,
Soli6taCon No: IFB 184140 —.gowyearaz.gm Page 58 of 71
thecontractor shall commit to keeping an accurate timely accounting of the type and ,quantity of
materials applied per day per project and the removal quantifies per day per project. The contractor
shall coordinate and fully cooperate with the City to this regard. The City's Daily Work and
Quantities Report, Exhibit 1 will become the official record of work done on all projects.
d. Resumes of. all On -Site Supervisors and key personnel who will be managing and supervising the
installation or removal of pavement markings. The resumes shall present clear and convincing
evidence that key personnel have sufficient experience and training to properly manage and supervise
the subject paint installation or removal activities. Only those persons submitted and approved per
this certificate shall be used to supervise installations and/or removals per this contract. An approved
On -Site Supervisonshall be,present during all installation and removal activities. The installation or
removal of paint markings without proper and/or ineffective supervision can be grounds for rejection
of work and, if not corrected, suspension or cancellation of the contract.
c. Certificate changes are allowable. If a change is necessary the contractor shall submit a revised
certificate within 25 days of that change; or -before a pavement marking maintenance project that the
change will become effective on is done. Revised certificates shall be submitted to the RTE, inspector
and the Contract Officer for review and approval. This certificate shall be reaffirmed, updated and
resubmitted if the contract is renewed or extended.
13. WORK SCHEDULE AND PLAN
The contractor shall present and submit a possible preliminary work schedule and plan as described in
Paragraph 5, Work Schedule.
14. TRAFFIC CONTROL
The -contractor shall submit a copy of the Traffic Control Plan as described in Paragraph 6, Maintenance
and Protection of Traffic. All irafiic control plans are subject to review and approval by the City. Project
traffic control plans will be submitted, reviewed and approved prior to work taking place,
15 CONTRACT WORK ORDER(S) A.ND FIELD REPORTING
The -work order procedures and field reporting requirements will be reviewed and discussed..
15.1 Infection
The City shall perform periodic inspections to ascertain contractors compliance With contract.
requirements.
15.2 Work Acceptance
Work shall be completed in a responsible and professional manner and in accordance with the
specifications, schedules, test plans or performance and operating standards; which are incorporated
in the work assignment.
The Contract Administrator or Contract Administrator's representative shall notify the contractor, verbally
and in writing of any deficiencies found within the contract limits.
Sofidtition No: IFB.1"140—.goodyearazgov Page 59 of 71
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
',t'I
P.O. Box 5100
Goodyear, AZ 85338
Good ear
r
Scope of Work
Phone: 623-882-7834
thecontractor shall commit to keeping an accurate timely accounting of the type and ,quantity of
materials applied per day per project and the removal quantifies per day per project. The contractor
shall coordinate and fully cooperate with the City to this regard. The City's Daily Work and
Quantities Report, Exhibit 1 will become the official record of work done on all projects.
d. Resumes of. all On -Site Supervisors and key personnel who will be managing and supervising the
installation or removal of pavement markings. The resumes shall present clear and convincing
evidence that key personnel have sufficient experience and training to properly manage and supervise
the subject paint installation or removal activities. Only those persons submitted and approved per
this certificate shall be used to supervise installations and/or removals per this contract. An approved
On -Site Supervisonshall be,present during all installation and removal activities. The installation or
removal of paint markings without proper and/or ineffective supervision can be grounds for rejection
of work and, if not corrected, suspension or cancellation of the contract.
c. Certificate changes are allowable. If a change is necessary the contractor shall submit a revised
certificate within 25 days of that change; or -before a pavement marking maintenance project that the
change will become effective on is done. Revised certificates shall be submitted to the RTE, inspector
and the Contract Officer for review and approval. This certificate shall be reaffirmed, updated and
resubmitted if the contract is renewed or extended.
13. WORK SCHEDULE AND PLAN
The contractor shall present and submit a possible preliminary work schedule and plan as described in
Paragraph 5, Work Schedule.
14. TRAFFIC CONTROL
The -contractor shall submit a copy of the Traffic Control Plan as described in Paragraph 6, Maintenance
and Protection of Traffic. All irafiic control plans are subject to review and approval by the City. Project
traffic control plans will be submitted, reviewed and approved prior to work taking place,
15 CONTRACT WORK ORDER(S) A.ND FIELD REPORTING
The -work order procedures and field reporting requirements will be reviewed and discussed..
15.1 Infection
The City shall perform periodic inspections to ascertain contractors compliance With contract.
requirements.
15.2 Work Acceptance
Work shall be completed in a responsible and professional manner and in accordance with the
specifications, schedules, test plans or performance and operating standards; which are incorporated
in the work assignment.
The Contract Administrator or Contract Administrator's representative shall notify the contractor, verbally
and in writing of any deficiencies found within the contract limits.
Sofidtition No: IFB.1"140—.goodyearazgov Page 59 of 71
16. WARRANTY FOR THE PAVETIENT MARKING PORTION OF THIS CONTRACT
The Contractor warrants:
That all services performed hereunder shall conform to the requirements,of this contract and shall be
performed by qualified personnel in accordance with the highest professional standards.
That all items furnished hereunder shall conform to the requirements of this contract and shall be free from
defects in design materials and workmanship.
The warranty period on pavement marking materials and workmanship from the date that they were
installed shall be as follows:
• All Waterbome Paint Markings — Six (6) Months
• Thermoplastic and Profile Thermoplastic Long Line Markings — Two (2) Years
• Thermoplastic Legend and Symbol Markings — a minimum of one year or the manufacturer's
warranty period, whichever is longer.
• Profile Pavement Markings — Two (2) Years
• Preformed Short Line Tape = Two (2) Years
These time periods will be termed, for the purpose of this contract, as the expected pavement marking life
times.
If there is any failure that can be attributable to failure of the materials and/or application as herein defined,
the contractor, at no additional cost to the City, shall correct the problems through the removal.and/0r
replacement of the faulty pavement markings.
The warranty.shall cover that the pavement marking materials as applied in the field by the contractor shall
perform, as intended for this period of time, without degradation that is directly, related to unsatisfactory
performance of those materials and/or the installation of those materials. The specifications sections of this
document contain additional definitions regarding unsatisfactory performance.
The'Contractor agrees. that they will, at their own expense, provide all materials, equipment, labor and
traffic control required to repair and/or replace any such defective workmanship and/or materials which
become or are found to be defective during the terms of their warranty. The contractor shall guarantee the
services to be supplied, comply with the requirements of the specifications.
END OF SCOPE OF WORK
NC: IFB 18-4140 1 w .9oodYeantz,9o' I Page 60 of 71
Office of Procurement
Road
'`'Litchfield
P.O. Box 5100
Goodyear, AZ &5338
Gid ea�
Scope of Work
Phone: 623-882-7834
16. WARRANTY FOR THE PAVETIENT MARKING PORTION OF THIS CONTRACT
The Contractor warrants:
That all services performed hereunder shall conform to the requirements,of this contract and shall be
performed by qualified personnel in accordance with the highest professional standards.
That all items furnished hereunder shall conform to the requirements of this contract and shall be free from
defects in design materials and workmanship.
The warranty period on pavement marking materials and workmanship from the date that they were
installed shall be as follows:
• All Waterbome Paint Markings — Six (6) Months
• Thermoplastic and Profile Thermoplastic Long Line Markings — Two (2) Years
• Thermoplastic Legend and Symbol Markings — a minimum of one year or the manufacturer's
warranty period, whichever is longer.
• Profile Pavement Markings — Two (2) Years
• Preformed Short Line Tape = Two (2) Years
These time periods will be termed, for the purpose of this contract, as the expected pavement marking life
times.
If there is any failure that can be attributable to failure of the materials and/or application as herein defined,
the contractor, at no additional cost to the City, shall correct the problems through the removal.and/0r
replacement of the faulty pavement markings.
The warranty.shall cover that the pavement marking materials as applied in the field by the contractor shall
perform, as intended for this period of time, without degradation that is directly, related to unsatisfactory
performance of those materials and/or the installation of those materials. The specifications sections of this
document contain additional definitions regarding unsatisfactory performance.
The'Contractor agrees. that they will, at their own expense, provide all materials, equipment, labor and
traffic control required to repair and/or replace any such defective workmanship and/or materials which
become or are found to be defective during the terms of their warranty. The contractor shall guarantee the
services to be supplied, comply with the requirements of the specifications.
END OF SCOPE OF WORK
NC: IFB 18-4140 1 w .9oodYeantz,9o' I Page 60 of 71
Ah'%
CITY OF GOODYEAR
Office of Procurement
190 N.- Litchfield Road
qW
Unit
P.O. Box 5100
Level U
Level 'llt
Goodyear, AZ 85338
WPM -LL -I
Fee Schedule
Phone: 623.882-7834
Goodyear
$
$
For the purposes of determinine the lowest cost, the City will not take tax into consideration. However,
bidders shall include all applicable state and local taxes on the tax line provided. The City will pay all applicable
taxes.
Taxes must be listed as a separate item on all invoices. State applicable tax rate:
Quantities shown are for bidding purposes only and are not intended to indicate the actual quantities that may be
required under this contract.
Traffic Control will be paid for via applicable Items herein specified
1. PAVEMENT MARKING INSTALLATION AND/OR REMOVAL
Category Waterborne -Paint Marldn'gs (W8M),
Work Tv' e:!Lon
Line No.
Item No.
Description
Unit
Level 1
Level U
Level 'llt
Level H
WPM -LL -I
4" wide white line with Class 1 Paint
& 8pounds of std. beads
L. Ft.
$
$
$
2
WPM -LL -2
4" wide yellow line Class 1 Paint & 8
pounds of std. beads
L. Ft.
$
$
$
3
WPM -LL -3
Marking Layout
Hr.
$
$
S
*Category , `WaterboFne Paint Markings (WPM).'
R�orkType. Short Line{SL)f
_. -- .
Line No.
Item No.
Description
Unit
Level I
Level H
Level III
I
WPM -SL -1
White Curb Painting With Glass
Sq.
S
S
S
Beads includes preparation of surface
Ft.
2
WPM -SL -2
Yellow Curb Painting With Glass
Sq.
S
S
S
Beads includes preparadon of surface.
Ft.
3
WPM -SL -3
Single Head Arrow Legend
£a.
S
S
S
(15 wet mils, Class I Paint with 8
pounds .per gallon of beads
4
WPM-SL4
Two Headed Arrow Legend (IS wet
Ea.
S
S
S
mils, Class I Paint with 8 pounds per
gallon of beads
5
WPM -SL -5
Bike. Lane Symbol (15 wet mils, Class I
Ea.
S
S
S
Paint with 8 pounds per gallon of
beads)
6
WPM -SL -6
Single Letter Legend (15 wet mils,
Ea.
S
S
S
Class I Paint with 8 pounds per gallon
of beads)
7
WPM -SL -7
Marking Layout
Hr.
I S.
$
$
Solidtation No: IFS 18-4140 1 w .goodyearaz.go I Page 61 of 71
',,''
�. )/BCr
CITY OF GOODYEAR
Office Li Procurement
190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Phone: 623-882-7834
Fee Schedule
— -- 'category ,iTbecmoplastic Msrinrigs{THM)j
Line No.
_ VI'oek T ` e:`Lo ' Line�� '�dioca�lion '1Lh
`. -
Line No.
,Item No.
Descri' tion
Unit
Level l
Level 11
Level III
I
THM-LL-1
4" Wide by 40 roil. Thick White Line
L. Ft.
S
S
S
L. Ft.
S
(Spray)
I S
3
THM-SL-3
12" Wide b • 90 mil. Thick White Line
2
THM-LL -2
4" Wide by 40 mil. Thick Yellow Line
L. Ft.
S
S
S
L. Ft.
S-
(spray)
S
5
THM-SL-5
90 Mil. Tum Lane Arrow Symbol
3
THM-LL-3
12" Wide by 40 mil. Thick White Line
L. Ft.
$
S
S
Ea.
S
(spray)
S
7
THM-SL-7
90 Mil. Combination Arrow Symbol
4
THM-LL4
4" Wide by 80 mil. Thick White Line
L: Ft.
S
S'
S
Ea..
'S
Ribbon Extrusion
S
9
THM-SL-9
90 Mil. Lane Drop Arrow Symbol
5
THM-LL-5
4" Wide by 80 mil. Thick Yellow Line
L. Ft.
S
S
S
Ribbon Extrusion
6
THM-LL-6
6" Wide by 80 mil. Thick White Line
L. Ft.
S
S
S
(Ribbon Extrusion With Premium Bead
Blend
7
THM-LL-7
6" Wide by 80 mil. Thick Yellow Line
L. Ft.
S
S
S
(Ribbon Extrusion With Premium Bead
Blend)
8
THM-LL-8
12" Wide by 80 mil. Thick White Line
L. Ft.
-S
S
S
Ribbon Extrusion
9
THM-LL-9
Application of Primer/Sealer
L. Ft.
S
S"
S
10
THM-LL-10
Raised Pavement Markers
Ea.
S
S
S
11
THM-LL-1 I
Marking Layout and Installation of
Hr.
S
5
S
Contractor Furnished Raised Marker
Tabs, Per the MUTCD or Engineering
Design Guidelines as directed by the
City
CategoryTh( rmoplistic 1Nnriuugs f
Woik T "`e: Short Line (AI14t..ON
Line No.
Item No.
Description
Unit
Level l
Level Il
( Level III
I
THM-SL-1
6" Wide x. 2' Line by 90 mil. Thick
White Line
Ea.
S
S
I S
2
THM-SL-2
6" Wide by 60 mil. Thick White Line
L. Ft.
S
S
I S
3
THM-SL-3
12" Wide b • 90 mil. Thick White Line
L. Ft.
S
S
S
4
THM-SL4
18" Wide by 90 mil. Thick White Line
L. Ft.
S-
S
S
5
THM-SL-5
90 Mil. Tum Lane Arrow Symbol
Ea.
S
S
I S
6
THM=SL-6
90 Mil. Straight Arrow Symbol
Ea.
S
$
S
7
THM-SL-7
90 Mil. Combination Arrow Symbol
Ea.
'S
S
S
8
THM-SL-8
90 Mil. U=Tum Arrow Symbol
Ea..
'S
S
S
9
THM-SL-9
90 Mil. Lane Drop Arrow Symbol
Ea.
S
S
S
Sorldtation No: IFS 1SAW w .goodyearaz.gm Page 62 of 71
10
THM-SL-10
Office of Procurement
Ea.
CITY OF GOODYEAR
190 N. Lit_hfield Road
I S
1 I
P.O. Box 5100
90 Mil. Cross StreefSymbol
Ea.
Goodyear, AZ 85338
Goodyear
Fee Schedule
Phone: 623-882-7834
10
THM-SL-10
90 Mil. Bike Lane Symbol
Ea.
S
S
I S
1 I
THM=SL -11
90 Mil. Cross StreefSymbol
Ea.
S
S
I S
12
THM-SL-12
Four Letter Legend (90 mil)
Ea.
S
S
I S
13
THM-SL-13
90 Mil Railroad Crossing Symbol
Ea.
S
$
( S
14
THM-SL-14
Single Letter Legend (90 mil)
Ea.
S
S
I $
15
THM-SL-15
Marking Layout
Hr.
S
S
k S
'16
THM-SL-16
Application of Primer/Sealer for any
Width Line
L. Ft.
S
$
$
17
THM-SL-17
Application of Primer/Sealer for any
Legend or Symbol
Ea.
S
S
$
_.
CatThermoplesttc Ma�liings
NYoikT e-1L6a `Line L `Onl
Line No.
Item No.
Description
Unit
Level l
Level tl
I Level DI
I
PFTM-LL-1
4" Wide White Profile Thermoplastic
L. Ft.
N/A
S
S
PMR -LL -2
Removal of PCCP cure compound for
any symbol or legend
Pavement Marking
$
S
I $
1
2
PFTM-LL-2
4" Wide Yellow Profile
S
S
S
S
PMR -LL -4
4" To 6" Wide Thermoplastic/Tape
Line on AC
Thermoplastic Pavement Marking
L. Ft.
N/A
$
5
3
PFTM-LL-3
Application of Primer/Sealer
L. Ft.
N/A
S
I $
4
PFTM-LL-4
Marling Layout
Hr.
N/A
$
I $
Note:
The minimum quantity of any profile thermoplastic marking project should be at least 50,000 linear feet.
This material will only be used in short line configurations.
—Caiegory •,Removttls.in-d Surface Preparation (PNIR;Cr,SP)'
Work6T e, Lo6kLine L v
Line No.
Item No.
Description
Unit
Level I
Level 11
Level III
1
PMR -LL -1
Removal of PCCP cure compound for
any width line
L. Ft.
S
S
$
2
PMR -LL -2
Removal of PCCP cure compound for
any symbol or legend
Ea.
$
S
I $
3
PMR -LL -3
4" To 6" Wide Thermoplastic/Tape
Line on PCCP
L. Ft.
S
S
$
4.
PMR -LL -4
4" To 6" Wide Thermoplastic/Tape
Line on AC
L. Ft.
S
S
$
5
PMR -LL -5
4" To 6" Wide Paint. Line on PCCP
L. Ft.
S
S
$
6
PMR -LL -6
4" To 6" Wide Paint Line on AC
L. Ft.
$
S.
S
7
PMR -LL -7
4" To 6" Wide Epoxy Line on PCCP
L. Ft.
$
$
S
8
PMR -LL -8
4""To 6" Wide Epoxy Line on AC
L. Ft.
$
S
$
-So6dtation No: IF8 164140 1—.goedyear .gov 1 Page 63 of 71
9
CITY OF GOODYEAR
Office of Procurement
190N. Litchfield Road
',''
S
P.O. Box 5100
Goodyear, AZ 85338
S
GOOdytOr
Fee Schedule
Phone: 623-882-7834
9
PMR -LL -9
Pavement Surface Blending
Sq. Ft.
S
S
S
10
PMR -LL -10
Surface Preparation 6" To 12" 'Wide
L. Ft.
S
S
S
S
S
Line
an width line
I I
PMR -LL -11
Asphalt Slurry Seal Type 11—
Sq.
S
S
S
S
S
Obliterated Road Marking Sealant
Yd.
any symbol or legend
AG Section 46n')'
PMR -SL -3
4" To 6" Wide Thermoplastic/Tape
L. Ft.
S
Category:'=ltcmova ls'snd Suifece Pr eparation�(PMR'or SP.)
:.Worlc.T *. She ---,v a SL�h'--
Line No.
Item No.
Description
Unit
Level I
Level H
Level III
1
PMR -SL -1
Removal of PCCP cure compound for
L. Ft.
$
S
S
an width line
2
PMR -SL -2
Removal of PCCP cure compound for
Ea.
S
S
S
any symbol or legend
3
PMR -SL -3
4" To 6" Wide Thermoplastic/Tape
L. Ft.
S
S
S
Line on PCCP
4
PMR-SL4
4" To 6" Wide Thermoplastic/Tape
L. Ft.
S
$
S
Line on AC
5
PMR -SL -5
4" To 6" Wide Epoxy Line
L. Ft.
S
S
S
6
PMR -SL -6
Thermoplastic/Tape/Epoxy Legend (1
Ea.
S
S
S
Letter)
7
PMR -SL -7
Thermoplastic/fapetEpoxy Symbol
Ea.
S
S
$
8
PMR -SL -8
Painted Legend (I Letter)
Ea.
S
S
$
9
PMR -SL -9
Painted Symbol
Ea.
S
S
S
10
PMR -SL -10
Surface Preparation 4" To 6" Wide
L. Ft.
$
S
S
Line
11
PMR -SL -t l
Surface Preparation Symbol
Ea.
S
S
S
12
PMR -SL -12
Surface Preparation Legend (1 Letter)
Ea.
$
$
S
13
PMR -SL -13
Asphalt Slurry Seal Type 11—
Sq.
$
S
$
Obliterated Road Marking Sealant
Yd.
MAG Section 460.2
'
`Cat o Tr'sffirContral'
. —.
WorkiTor aBtWork Itines;�
Line No.
Item No.
Description
Unit
Unit Price
1
I TGl
Law Enforcement Officer with Vehicle
Hr.
I $
Soitdaibn Na iFB 1&4140 1 w ,goodyear .gw I Page 64 cf 71
2. Contractor Licensine Requirements:
Bid shall comply with all statutes and rules of the State of Arizona and Registrar.of'Contractors. In
accordance with A.R.S. § 32-1151, and -unless otherwise exempted by A.R-S.,§ 32-1151, Bidder should
have the correct class of license as required by the Registrar of Contractors for the work specified, prior to
submission of a bid. The Bidder certifies possession of the following license:
Licensed Contractor's Name:
Class:
License Number:
3. Delivery:
4.
Type:
Expiration:
Bidder states that the item(s) will be delivered within
delivery schedule shall include any time for shipping.
Emeraencv Twenty -Four Hour Service Contact
Name
Telephone Number
Alternate Contact
Telephone Number
calendar days after receipt of order. This
Soacitation No: IM 18-4140--goodyearaz.gov Page 65 of 71
Office of Procurement
CITY OF GOODYEAR
190 N. Litchfield Road
',V,'
P.O. Box 5100
"�_
Goodyear, AZ 85338
"L u ti
PRVd °Gr
Fee Schedule
Phone: 623-882.7834
2. Contractor Licensine Requirements:
Bid shall comply with all statutes and rules of the State of Arizona and Registrar.of'Contractors. In
accordance with A.R.S. § 32-1151, and -unless otherwise exempted by A.R-S.,§ 32-1151, Bidder should
have the correct class of license as required by the Registrar of Contractors for the work specified, prior to
submission of a bid. The Bidder certifies possession of the following license:
Licensed Contractor's Name:
Class:
License Number:
3. Delivery:
4.
Type:
Expiration:
Bidder states that the item(s) will be delivered within
delivery schedule shall include any time for shipping.
Emeraencv Twenty -Four Hour Service Contact
Name
Telephone Number
Alternate Contact
Telephone Number
calendar days after receipt of order. This
Soacitation No: IM 18-4140--goodyearaz.gov Page 65 of 71
The city will utilize the following pricing scenario as a means of determining the lowest responsive and
responsible bidder. Please make sure that pricing Hsted'below Is the same price listed above in the fee
schedule.
-—.eITEMBID+PRICING''-
CITY OF GOODYEAR
Office of Procurement
h.li
190 tchfield eldRoad
�,,''
UNrr(
P.O. Box 5100
_DESCRIET[ON,.
Goodyear,'AZ 85338
CM00 ar
Fee Schedule
Phone: 623-882-7834
The city will utilize the following pricing scenario as a means of determining the lowest responsive and
responsible bidder. Please make sure that pricing Hsted'below Is the same price listed above in the fee
schedule.
-—.eITEMBID+PRICING''-
i
UNIT""
QTY'!
UNrr(
},TOTAL,
_DESCRIET[ON,.
PRICE
WPM -LL -1
4" wide white line with Class 1
L. Ft.
1.000
Paint & 8 pounds of std. beads
WPM -LL -3
Marking Layout
Hr. _
40
WPM -SL -3
Single Head Arrow Legend (15 wet
Ea-
15
mils, Class I Paint with 8 pounds
I per gallon of beads) -
THM-LL-4
4" Wide by 80 mil. -Thick White
L. Ft.
1,000
Line (Ribbon Extrusion
THM-SL-5
90 mil. Turn Arrow S' bol
Ea.
15
PFTM-LL-4
Marking Layout
Hr.
20
THM-SL-3
12" Wide by 90 mil. Thick White
L. FL
250
Line
PTM-LL-2
4" Wide Yellow Profile Thermoplastic
L. Ft.
1,000
Pavement Markin
PMR -LL -5
4".to 6" Wide Paint Line.on PCCP
L. Ft.
500
WPM -SL -1
Yellow Curb Painting With Glass
Sq. Ft.
250
Beads
Total
So6ritation Nc: IFB 184140 I- w .goodyeaw.gov I Page 66 of 71
A. Date Contract No.
Work Order No. Contractor
Temperature at Stan Temperature at End
B. Type of Activities Paint / Thermoplastic / Epoxy / Preformed Tape / Removal/Preparation
Street Name. From to Street Direction
Street
Street to Street Direction
Other Location Reference (cross streets.Tls)
C. Description of Work Done (edgeline, lane lines, centerlines, curbs, crosswalks, stop bars, legend,
-arrows):
D. Equipment Used (long line paint truck, hand cart, etc.):
solicitation No: IFB 18-4140 1 w .goodyear gov I Page 68 of 71
CITY OF GOODYEAR
Office Li Procurement
190 N. Litchfield Road
h00�
P.O. Box
EXHIBIT 1(SkMPLE)
85
Goodyear, AZ 85338
a..o�
Good ear
Sample.Daily Work Quantities Report
Phone: 623-882-7834
A. Date Contract No.
Work Order No. Contractor
Temperature at Stan Temperature at End
B. Type of Activities Paint / Thermoplastic / Epoxy / Preformed Tape / Removal/Preparation
Street Name. From to Street Direction
Street
Street to Street Direction
Other Location Reference (cross streets.Tls)
C. Description of Work Done (edgeline, lane lines, centerlines, curbs, crosswalks, stop bars, legend,
-arrows):
D. Equipment Used (long line paint truck, hand cart, etc.):
solicitation No: IFB 18-4140 1 w .goodyear gov I Page 68 of 71
',''
CITY OF GOODYEAR
ment
Office of Litchfield
Road 190 N. Litchfield Road
Manufacturer/Lot #
Gallons of Yellow Paint
P.O. Box 5 100
Type and Pounds of Glass Beads
�(L
EXHIBIT I SAMPLE
I(SAMPLE)
Goodyear, AZ 85338
85
Good year
Sample Daily Work Quantities Report
Phone: 623-882-7834
E. Materials Used:
Manufacturer/Lot #
Gallons of White Paint
Manufacturer/Lot #
Gallons of Yellow Paint
Manufacturer/Lot #
Type and Pounds of Glass Beads
Manufacturer/Lot #
50 lb Bags of White Thermo (Hydro)
Manufacturer/Lot #
50 lb Bags of Yellow Thermo (Hydro)
Manufacturer/Lot #
Type and Pounds of Glass Beads
Manufacturer/Lot #
50 Ib Bags of White Thermo (Alkyd)
Manufacturer/Lot #
50 Ib Bags of Yellow Thermo (Alkyd)
Manufacturer/Lot #
Linear Feet of PCCP. Cure Removed
Gallons of Primer for Thermo Used
Manufacturer/Lot #
No. of Legend/Symbol PCCP Cure
Removed
Gallons of Epoxy
ManufacturerfLot #
Type and Pounds of Glass Beads
Manufacturer/Lot #
Gallons of Contact Cement Used
Manufacturer/Lot #
Gallons of Primer Used
Manufacturer/Lot #
Transverse Tape Placed (SQ. FT.)
ManufacturerfLot #
Legends Placed (each)
Manufacturer[Lot #
Symbols Placed (each)
Manufacturer/Lot #
Other
Manufacturer/Lot #
Other
Manufacturer/Lot #
Other
Manufacturer/Lot #
Soacitaaon No: IFB 18-4140 1 w .goodyearm.gov I Page 69 of 7.1
_ _
CITY OF GOODYEAR
Office Li Procurement
190 Road
�r����771
Quantity References/Counter
Reading/Calculations
P.O.Litchfield
P Box Z 85
Goodyear, AZ 85338
EXHIBIT 1 SAMPLE
Gpp� r
Sample Daily Work Quantities Report
Phone: 623-882-7834
F; On Roadw# Quart ity Calculations
No.
Item No.
Location
Reference
Quantity References/Counter
Reading/Calculations
Totals/Units.
I
2
3
4
5
6
7
8
9
10
J. Comments:
BUe:addihonalsheets as neces . - TratSdGonttolsislto,be re orted;onlas -state rL _ _
Contractor Signature
DATE
COG Inspector Signature
DATE
Solidtation No: IFS 18-4140 1 vnnv.goodyearaz.gov I Page 70 of 71
''
A6:
CITY OF GOODYEAR
Office of Procurement
Contact:
190 N. Litchfield Road
Phone:
P.O. Box 5 0
00
EXHIBIT2
n,ar
Ca00d r
References
Goodyear.AZ
Phone: 623-882-7834
Please list a minimum of three (3) references from clients similar to the Citv of Goodvear whom the City
may contact:
1.
Company:
OF CASA .G
Contact:
NDAo Ap.
Phone:
Address:
510
Description
of Work:
PAS ;46 MA 7
Annual Value:
§ �oU 000
2
Company:
rJ FCOCI Lr
Contact:
M A aL? 114 M I"
Address:
S
Description
of work:
A A/t1E&AAL- /l..EE-fS 'P
�-AAlL41-1 r16 A,14) 51 4 .t A6�6
Annual Value:
750 0
3.
Company:
CS A -v
Contact:
``
J EM
Phone:
692-37 - 56
Address:
�1 W. SHE&MA,J SY9� S3
Description
of Work:
4aVE E /11=1r1�
Annual•Valuc:
1 Zoo 000
Solicitation No: IFB 184140 1 vmw.gootlyearaz.gov I Page 71 of 71
0!L%C1 ,4A _
Pavement Marking Services — Installation/Removal
Solicitation Amendment 1 is hereby issued as a result of questions received regarding the
above mentioned solicitation.
Due Date has been changed to February 1, 2018, at 3:00 pm (Arizona Time)
CLARIFICATION:
Page 25, on item #1'; Delete.
1. SCOPE OF WORK
The purpose of this Invitation for Bid is to enter into.a contract to perform removal and/or installation of
pavement marking on or about February 1, 2018..The Engineering Department desires to retain
quailed contractor(s) for the supplying, installing and/or'removirig of paint; thermoplastic, and profile
thermoplastic, as required, at various locations citywide as ordered by the City in accordance with these
specifications and the provisions contained in this ImAtation for Bid (IFB). .
Replace with:
1. SCOPE OF WORK
The purpose of this Invitation for Bid is to enter into a contract to perform removal and/or installation of
pavement marking on or about March 1, 2018. The Engineering Department desires to retain qualified
contractor(s) for the supplying, installing and/or removing of paint and thermoplastic, as required, at
various locations citywide as ordered by the City in accordance with these specifications and the
provisions contained in this Invitation for Bid (IFB).
Page 26 under item 4. Work details delete category number 3.
3. Profile thermoplastic Markings (PFTM)
Pages 45 to 49, delete item 4.5
4.5 PROFILE THERMOPLASTIC MARKINGS (PFTM)
Description
The work under the profile thermoplastic pavement marking installation items shall, consist of cleaning,
furnishing and applying the markings to the prepared pavement as required herein and in accordance
with the manufacturers' specifications.
4.5:1 Material Requirements
All materials shall be properly packaged and stored and shall have accurate package markings
that define the manufachrrer, batch number and date of manufacture. Additionally, the material
type and formulation shall be distinctively shown on each container. Material Safety Data Sheets
(MSDS) and manufacture application requirements shall be attached to pallets or groups of
materials as appropriate. All formulations shall be as required by the manufacturer for the
application equipment to be used by the contractor and per the specified requirements of, these
specifications. Only those thermoplastic fornulations.that are specifically designed for use as a
profile marking system that can,be applied on an asphaltic roadway in the Arizona desert in the
summer time are to be used. A current listing of approved profile thermoplastic material
manufacturers is listed on the Arizona Department of Transportation Approved Products List
Page 1 of 11
( Solicitation Amendment No. 1
Office of?rocurement
®I
190.N. Litchfield Road
Solicitation No. 18 4140
P.O.
Solicitation Due Date: 2/1/2018
Goodyyearear,, 85 AZ 85334
Phone: 623-882.7833
Goodyear
Time: 3:00 pm (Arizona Time)
Pavement Marking Services — Installation/Removal
Solicitation Amendment 1 is hereby issued as a result of questions received regarding the
above mentioned solicitation.
Due Date has been changed to February 1, 2018, at 3:00 pm (Arizona Time)
CLARIFICATION:
Page 25, on item #1'; Delete.
1. SCOPE OF WORK
The purpose of this Invitation for Bid is to enter into.a contract to perform removal and/or installation of
pavement marking on or about February 1, 2018..The Engineering Department desires to retain
quailed contractor(s) for the supplying, installing and/or'removirig of paint; thermoplastic, and profile
thermoplastic, as required, at various locations citywide as ordered by the City in accordance with these
specifications and the provisions contained in this ImAtation for Bid (IFB). .
Replace with:
1. SCOPE OF WORK
The purpose of this Invitation for Bid is to enter into a contract to perform removal and/or installation of
pavement marking on or about March 1, 2018. The Engineering Department desires to retain qualified
contractor(s) for the supplying, installing and/or removing of paint and thermoplastic, as required, at
various locations citywide as ordered by the City in accordance with these specifications and the
provisions contained in this Invitation for Bid (IFB).
Page 26 under item 4. Work details delete category number 3.
3. Profile thermoplastic Markings (PFTM)
Pages 45 to 49, delete item 4.5
4.5 PROFILE THERMOPLASTIC MARKINGS (PFTM)
Description
The work under the profile thermoplastic pavement marking installation items shall, consist of cleaning,
furnishing and applying the markings to the prepared pavement as required herein and in accordance
with the manufacturers' specifications.
4.5:1 Material Requirements
All materials shall be properly packaged and stored and shall have accurate package markings
that define the manufachrrer, batch number and date of manufacture. Additionally, the material
type and formulation shall be distinctively shown on each container. Material Safety Data Sheets
(MSDS) and manufacture application requirements shall be attached to pallets or groups of
materials as appropriate. All formulations shall be as required by the manufacturer for the
application equipment to be used by the contractor and per the specified requirements of, these
specifications. Only those thermoplastic fornulations.that are specifically designed for use as a
profile marking system that can,be applied on an asphaltic roadway in the Arizona desert in the
summer time are to be used. A current listing of approved profile thermoplastic material
manufacturers is listed on the Arizona Department of Transportation Approved Products List
Page 1 of 11
Solicitation Amendment No. i I Office of Procurement
190 N. Litchfield Road
Solicitation No..18-4140
P:O. Boz 5100
f 5338
Solicitation Due Date: 2/112018 Goodyear. AZ
Goodyear I Phone: 6238322-783-783
Time: 3;00 pm (Arizona Timej
The profile pavement markings will typically be place&over existing pavement markings- The
starting and stopping points for the new lines over the existing fines shall not vary more than two
(2j Inches lengthwise and not more than 1/2 inch on the width.
Each material has its specific applicafion temperature requirements. The material's
manufacturer's recommendation regarding these temperatures shall be followed at all times.
The ,profile thermoplastic markings, after application to the roadway surface, shall, be to the
specified thickness within the following tolerances.
60 mil base line +/- 8 mils
500_mil bump (includes base line) +/- 80 mils
If the thickness and/or shape of the applied markings are not conforming to the requirements of
the specifications within acceptable, parameters, all marking: operations shall stop. Corrective
action shall immediately be taken (e.g. adjusting application speed and/or flow sittings) to ensure
that the proper thickness and shapes are being achieved.
The exact configuration of the thermoplastic bump shall be per the- manufacturer's
recommendations: However, as a minimum, the bump shail,be at least 5-1/2 inches wide (on a
six inch wide stripe) and Trot less than one inch tong, perallel with the direction of vehicle travel. The
nominal height of the bump shall always be one half inch_ The bumps shall be placed at 16 inch
1) inch intervals as measured between the centers of the bumps;along the six inch wide profile
edge or centerlines.
Applying thermoplastic at the proper. application temperature: (350 degrees F. plus) shall be
maintained at all times. ,Improper application. temperatures will result'In. bond failure. Exact
application temperatures, within the allowed limits of 350 degrees F and 460 degrees F., shall be
per the, manufacturees- recommendations. Total heating time for any batch of material shall not
exceed.six hours.
The no track and drying times shall be accounted for in all traffic control plans. Traffic shall not be
allowed on any profile -thermoplastic marking until it has reached no track and is fully dry (or
• cooled). No track and dry time isthatlapsed time that is required for the markings, as applied in
the field with glass beads, not to splash, track or deform when. runover with -a vehicle tire. The
contractor will be responsible for all claims for markings splashed,on vehicles arising from the
,contractors operations. Cones shall be utilized to protect the .applied markings until they
,sufficiently dry to receive traffic.
Theprofile of thermoplastic reftectorized pavement marking material shall.consist of.a 100%, solid
mixture of heat stable resins white or yellow pigment, inter -mixed glass beads, filler, and other
materials in granular or block form specifically compounded for as a ;profile type of pavement
markings system. The characteristics of the molten liquefied material shall be such that complete
and even coverage of specified width and thickness as a line with a raised -rib pattern (profile or
bump) at the'specified thickness, width and configuration can be consistently achieved within the
given tolerances- Upon cooling to normal pavement temperature, this material shall produce an
adherent reflectorized marking of the specified pattern that is capable of resisting deformation and
wear by a roadway environment
Page 2 of 11
s
®,, ®�' Solicitation Amendment No. 1 Office of Procurement
140 N, Litchfield Road.
�t ( Solicitation No. 18-4'40P.6. Box 5100
AZ 85338
Solicitation Due Date: 2/1/2018 I Goodyear, -
Goodyear Phone: 6238822-783-783a
8
Time: 3:00 pm (Arizona Time)
The profile pattern shall be such that it produces easily recognizable vibration and sound in
vehicles as they drive over the applied markings at highway speeds. Only those profile
thermoplastic products which have been specifically designed to operate as a longitudinal rumble
strip'system and have also been subjected to numerous road tests and have a proven history of
successful performance shall be offered.
4.5.2 Composition Requirements
The profile thermoplastic composition shall generally conform to the following requirements:
Binder (hydrocarbon or alkyd)
White Pigment
Yellow Pigment
Reflective glass inter -mix beads
Percent by Weight
White Yellow
15 min. 15 min.
8 min. —
— 2 min.
20 min. 20 min.
The ingredients of the thermoplastic composition shall be thoroughly mixed and in a solid block or
free flowing granular forth. 'The material shall readily liquefy when heated in a melting apparatus
into a uniform solution. This solution shall be free from all skins, dirt, foreign objects or any other
ingredient which would cause bleeding, staining, blotting, staining or discoloration when applied to
thebituminous or concrete pavement surfaces.
4.5.3 Filler
The filler shall be a white calcium carbonate or equivalent filler with a eompiessive strength of at
least 5,000 pound per square inch.
4.5.4 White Pigment
The white pigment shall be Titanium dioxide and shall conform to the requirements of ASTM D-
476 for Type 11 (g2 percent). The formulation shall have a minimum of 8% by weight of Titanium
dioxide.
4.5.5 Yellow Pigment
The yellow pigment shall be as speed by the manufacturer.
4.5.6 Physical Characteristics of the Composition
The profile thermoplastic material shall not give off fumes which are toxic.. injurious or require
specialized breathing apparatus when heated to the temperature range specified by the
manufacturer for application. The material shall remain stable. when held for four hours at this
temperature, or when subjected to four reheatings, not exceeding a total of four hours, after cooling
to ambient temperature. The temperature viscosity characteristics of the plastic material shall
remain constant throughout the reheatings and shall show like characteristics from batch to
batch. There shall be no obvious change in color of the thermoplastic material as a result of
reheating, and the color of the material shall not vary from batch 4o batch.
Page 3 of 11
*
Solicitation Amendment No. 1
Office ofProcurement
O1%
190 N. Litchfield Road
P.O. Box 5100.
Solicitation No. 18-4140
Solicitation Due Date: 2/1/2018
Goodyear, AZ 85338
��^Dad i
'Q
Phone: 623-882-7834
W
Time: 3:00 pm (Arizona Time)
4.5.7 Color
The thermoplastic material, after heating for four hours +/ -five minutes at 425 +/- 3 degrees F
and cooled to 77 +/- 3 degrees F., shall meet the following:
-White- daylight reflectance at 45 degrees - 0 degrees shall be 70 percent minimum.
-The color shall match Federal Test Standard Number 595, color chip no. 17925.
-Yellow - daylight reflectance at 45 degrees - 0 degrees shall be 43 percent minimum.
-The color shall match Federal Test Standard Number 595; color chip no. 13538.
4.5.8 Abrasion. Resistance
The maximum loss of thermoplastic material during the abrasion resistance test herein specified
shall be 0.5 grams.
The abrasion resistance of the thermoplastic material shall be determined by forming a
representative lot of the material at a thickness of 0.125 inch on a four inch square monei
panel (thickness 0.050 = +/- 0.001 inch), on which a suitable primer has been previously applied,
and subjecting it to 200 revolutions on a Taber Abraser at 25 degrees C.,. using H-22 calibrated
wheats weighted to 250 grams. The wearing surface shall be kept wet with distilled water
throughout the test.
4.5.9 Flash Point
The thermoplastic material shall have a flash point not less than 475 degrees'F. when tested in
accordance with the requirements of ASTM D92 "Flash and Fre Points by Cleveland Open Cup."
4.5.10 Inter -Mix Glass beads
The inter -mix beads shall be coated or uncoated and conform to AASHTO M247-81 (1986) type I
or other suitable specified glass bead. The use or non-use of coatings shall be left to the discretion
of the manufacturer. If non -coated beads are used, the thermoplastic, formulation shall be
configured to minimize settling of the Intermixed beads when the material is heated and applied.
4.5.11 Demonstration
The contractor shall verify to the City's satisfaction (e.g., test application), at a location off the
project site the ability to place the profile thermoplastic material as specified before being allowed
to place.the markings on any mainline highway. The contractor shall be responsible for all
preparatory and cleanup work in conjunction with the off-site verification as well as for the
applications of the markings on the highway. The demonstration shall be repeated until the City is
satisfied that the work can be done as specified. Only one color needs to be demonstrated.
4.5.12 Drop -On Reflective Glass Beads
In addition to incorporating glass beads in the thermoplastic mix, glass beads shall be evenly
applied to the surface of the molten material immediately after its application at a uniform minimum
rate of 10 pounds of glass beads per 100 square feet of line or marking area (e.g. 150 linear feet
of four inch line). The glass bead shall conform.to the applicable requirements of ADOT Standard
Specification Subsection 708-2.02 unless a different type and:gradation is recommended by the
profile thermoplastIc manufacturer.
Page 4 of 11
Page 63 in the Fee Schedule, delete Category: Profile Thermoplastic markings (PFTM) Work Type: Long.
Line (LL) Only
Category: Profile Thermoplastic Markings (PFTM)
Work Type: Long Line (LL) Only
Nce
Solicitation Amendment No. 1
Office of Procurement
5I
Level
190 N. Litchfield Road
414410
P.O. Box 5100
Solicitation No. 18-4140
G�o/t r
Solicitation Due Date: 2/112018
Goodyear, AZ 2-783
Phone: 623582-7834
Time: 3:00 pm (Ahiona Time)
Page 63 in the Fee Schedule, delete Category: Profile Thermoplastic markings (PFTM) Work Type: Long.
Line (LL) Only
Category: Profile Thermoplastic Markings (PFTM)
Work Type: Long Line (LL) Only
Nce
tem No.
Description
Unit
Level
'L I'eI
Level
I
1
PFTM LL 1
" Wide White Profile Thermoplastic Pavement
Marking
PFTM LL -Z
Mariwci a Yellow Profile Thermoplastic PavementII
L. Ft.
NIA
3
PFTM-LL-3Fkpplication
of Primer/Sealer
$
®PFTM-LL4
arking Layout
Hr.
N/A
®�
Page 66 delete the following description above the pricing scenario:
The city will utilize the following pricing scenario as a means of determining the lowest responsive and
responsible bidder. Please make sure that pricing listed below is the same price listed above In the fee
schedule.
Replace with:
The city will utilize the following pricing scenario as a means of determining the lowest responsive and
responsible bidder: Please make sure that pricing listed below is the same price listed above in the fee
schedule. Level 1 pricing will be used for the purpose of this pricing scenario. See Revised Fee
Schedule -
QUESTIONS AND RESPONSES:
Question 1- Can Alkyd thermoplastic material be used for all thermoplastic markings? Hydrocarbon
is currently uncommon.
Response 1: Yes. Alkyd thermoplastic can be used for all thermoplastic.
Question 2: A monetary minimum work order will be $5,000.00? (Page 27)
Response 2: Yes, the minimum order will be over $5 000.00
Question 3: Can items be submitted as 'no bid" or must all items be bid?
Response 3: The bid will be awarded on "all or none" basis.
Question 4: All PMR items are removal or surface preparation items regardless of if they have the
words remove or not correct?
Response 4: Correct, all PMR items are removal or surface preparation.
Question 5: Is there a minimum requirement for your asphalt slurry seal type II bid item? There were
no bid specifications on this item.
Response 5: Type II slurry seal shall be provided per Section T15 of the Maricopa Assocation of
Governments Uniform Standard Specifications and Details for Public Works
Construction.
Page 5 of 111
II
®1®®
Solicitation Amendment No. 1
I Office of Procurement
190 N. Utchfeld Road
Hr.
P.O. Box
Solicitation No. 18-4140
Goodyear
Solicitation Due Date: 2/112018
Z5100
Goodyear, 85 338
Phone: 62388 822-783-783 4
Roric Massey, City Attorney
Time: 3:00 pm (Arizona Time)
Question 6: Does the City intend to make the Law Enforcement Officer item a force account bid item
since the City receives a reduced rate?
Response 6: The fee schedule will reflect the following changes:
Replace with:
1
TC -1
Uniformed off-duty law enforcement officers with
Hr.
$55.00
B %X
By:
PD vehicles_ (Goodyear Officers are preferred if
Ja ue Behrens,PPB
Roric Massey, City Attorney
available. Rate should be calculated at $55.00
r hour.
No other terms, conditions, or performance standards written or implied are changed
Procurement Officer. Dora Chavez
City of Goodyear
roved, as to form
B %X
By:
1 I I �i a� •r' J
Ja ue Behrens,PPB
Roric Massey, City Attorney
Acknowiedaement by Contractor
Contractor hereby acknowledges receipt and understanding of the above amendment. Contractor
shall sign and return with their submittal.
Page 6 of 11
For the purposes of determining the lowest cost, the City will not take tai into consideration. However,
bidders shall include all applicable state and local taxes on the tax line provided The. City will pay all applicable
taxes.
Taxes must be listed as a separate item on all invoices. State applicable tax rate: %
Quantities shown are for bidding purposes only and are not intended to indicate the actual quantities that may be
required under this contract.
Traffic Control will be paid for via applicable ltem"s herein specified
1. PAVEMENT MARKING INSTALLATION AND/OR REMOVAL
Category: Waterboiae Paint Maridngs (WPM)
Work e: Long Line L
Line No.
Office of Procuremen
Description
CITY OF GOODYEAR
190 N. Litchfield Road
Level 11
( Level III
P.O. Box 5100
WPM -LL -1
4" wide white line with Class I Paint
& 8 pounds of std. beads
Goodyear, AZ 85338
$
REVISED Fee Schedule
Phone: 623-682-7834
For the purposes of determining the lowest cost, the City will not take tai into consideration. However,
bidders shall include all applicable state and local taxes on the tax line provided The. City will pay all applicable
taxes.
Taxes must be listed as a separate item on all invoices. State applicable tax rate: %
Quantities shown are for bidding purposes only and are not intended to indicate the actual quantities that may be
required under this contract.
Traffic Control will be paid for via applicable ltem"s herein specified
1. PAVEMENT MARKING INSTALLATION AND/OR REMOVAL
Category: Waterboiae Paint Maridngs (WPM)
Work e: Long Line L
Line No.
Item No.
Description
I Unit
Level I
Level 11
( Level III
I
WPM -LL -1
4" wide white line with Class I Paint
& 8 pounds of std. beads
L. Ft.
$
$
$
2
WPM-LI,2
4" wide yellow line Class 1 Paint & 8
pounds of std. beads
L. Ft.
$
$
$
3
WPM -LL -3
Marling Layout
Hr.
$
$
$
Category: Waterborne Paint Markings (WPM)
Work Type: Short Line (SL)
Line No.
Item No.
Description
Unit
Level I
Level U
Level U]
I
WPM -SL -1
Whitc Curb Painting With Glass
Sq:
$
$
$
Beads includes p tion of surface
Ft.
2
WPM -SL -2
Yellow Curb Painting With Glass
Sq.
$
S
$
Beads includes preparation of surface.
Ft.
3
WPM -SL -3
Single Head Arrow Legend
Ea.
$
$
S
(15 wet mils, Class I Paint with 8
I
ands lon of beads
4
WPM -SL -4
Two Headed Arrow Legend (15 wet
Fa.
$
$
S
mils, Class I Paint with 8 pounds per
gallon of beads
5
WPM -SL -5
Bike Lane Symbol (15 wet mils, Class I
Ea.
$
S
$
Paint with 8 pounds per gallon of
beads)
6
WPM -SL -6
Single Letter Legend (15 wet mils,
Ea.
$
$
$
Class I Paint with 8 pounds per gallon
of beads)
7
WPM -SL -7
Marling Layout
Hr.
Is
$
$
SoOdlaon Na IF6 164140 1 wW W.goodyeal gov I Page 7 of 11
,�®I
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
I Descri tion
Unit
P.O. Box 510038
Level III '
I
Goodyear, AZ 853
Goodyear
I REVISED Fee Schedule
1 Phone: 623-882-7834
Category: Thermoplastic Mnrkings (THhl) I
Work Type: Short Line (.41kvd Only) (SL)
Line No.
I Item No.
I Descri tion
Unit
1 Level 1 I Lejcl 11
Level III '
I
TIM -SI --1
16 Wide +2' Linc by 90 mil -Thick
White Linc
En,
S S
I r
1
'-
' 'rH\I-SL-2
16' Wide by 60 mil. Thick White Line
L. Ft.
I S i S
S
j��
I THM-SL-3
12" Wide b3,90 mil. Thick White Line
I L. Ft.
I S I S
S
4
f
THIN-SLJ
118" Wide by 90 mil. Thick White Line
I L. Ft-
S S
S
—
5
THM-SL-S
90 Mil. Tum Lane Arrow Svmbol
Ea.
S S
i
S
6
THAI -SL -6
190 Mil. Stmigltt Arrow SymlbolI
Ea.
( S 1 S
5
7
THlvl-Si: 7
190 Mil. Combination Arrow Symbol
1 Ea.
S I S
; .S 3
S
1 THM-SL-S
'90 Mil. U -Tum Arrow Symbol
Ea.
S 1l S
1 S
9 THAI -SL -9
190 \9i1. L:nc Drop Arrow Symbol
Ea.
13 S
( S
10 THM-Sl..-10 190
—
51, TII\t-SI_-I 1
Mil: Rile Lane Svmhol
190 Mil. Cross Street Symbol
Ea.
1 Ea.
1 S 1 S
1 S f S
S
S 1
12 THM-Sl. 12 !Pour
Letter Legend i.90 mil)
Ea.
S
,
I3
+ THM-Si: 13
90 Mil Railroad Crosse Symbol
1 Ea.
5 I S
S
i
14
THINI-SL-1.1)
i
Single Letter Legend (90 nail)
1 Ea.
S R S 1
S
1TH\I-SL-IS
1\Iarkine
Layout
Hr. 13
S 1
!_
5 j
16
TH\I-SL-16
Application of Pnmer,'Sealer fo- any I
Width Line
L. Ft. i
S i S I
$
17
TI -LM -SL -1 7 I
Application of Primer/Sealer for anv I
Legend or Symbol
Ea. I
$ i S I
S
Note:
The minimum quantity of any profile thermoplastic marlang project should be at least 50,000 linear feet.
This material will only be used in short line configurations.
So1ioWon No: IFS 18-1140 1 v .goodywe gov I Page 8 cr 11
t Office of Procurement
CITY OF GOODYEAR 190 N. Litchfield Road
P.O. Bax 5100
-- — Goodyear, AZ 85338
REVISED Fee Schedule Phone: 623-882-7834
Category: Removals and Surface Preparation (PMR or SP)
Work e• Long Line LL
Line No.
Item No.
Description
Unit
I Level I'
Level II
1 Level III
I
PMR -LL 1
Removal of PCCP cure compound for
any width line
L. Ft.
S
$
is
2
PMR -LL -2
Removal of PCCP cure compound for
any symbol or legend
Ea
S
S
i S
3
PMR -LL -3
4" To 6" Wide Thennoplastic/fape
Line on PCCP
L. Ft.
S
S
I $
4
PMR -LL -4
4" To 6" Wide Thermoplastic/Tape
Line on AC
L. Ft.
$
$
S
5
PMR -LL -5
4" To 6" Wide Paint Line on PCCP
L. Ft.
S
S'
I S
6
PMR -LL -6
4" To 6" Wide Paint Line on AC
L. Ft.
$
S
$
7
PMR -LL -7
4" To 6" Wide Epoxy Linc on PCCP
L. Ft.
$
$
$
8
PMR -LL -8
4" " To 6" Wide Epoxy Line on AC
L. Ft.
$
$
I $
9
PMR -LL -9
Pavement Surface Blending
Sq. Ft.
$
$
$
10
PMR -LL -10
Surface Preparation 6" To 12" Wide
Line
L. Ft.
$
$
S
11
PMR -LL -1 l
Asphalt Slurry Seal Type ❑ —
Obliterated Road Marking Sealant
(MAG Section 460.2
Sq.
Yd.
S
S
S
Category: Removals and Surface Preparation (PMR or SP)
Work T • Short Line SL
Line No.
Item No.
Description
I Unit
Level 1
Level II
1 Level III
1
PMRSL-1
Removal of PCCP curt compound for
any width line
L. Ft.
S
S
S
2
PMR -SL -2
Removal of PCCP cure compound for
any symbol or legend
Ea.
$
$
S
3
PMR -SL -3
4" To 6" Wide Thennoplastic/rape
Line on PCC?
L. Ft.
$
$
$
4
PMR -SL -4
4" To 6" Wide Thermoplastic/Tape
Line on AC
L. Ft.
$
$
S
5
PMR -SL -5
4" To 6" Wide Epoxy Line
L. Ft.
$
$
S
6
PMR -SL -6
Thermoplastic/Tape/Epoxy Legend (1
Letter)
Ea.
$
S
S
7
PMR-SLr7
Thamoplastic/fapetEpoxy Symbol
Ea.
S
$
$
8
PMR -SL -8
Painted Legend (I Letter)
Ea
$
$
$
9
PMR -SL -9
Painted Symbol
Ea.
$
S
$
10
PMR -SL -10
Surface Preparation 4" To 6" Wide
Line
L. Ft.
$
S
$
Solicitation No: IF318-4140 1 v .goodyearazgov I Page 9 o 11
I1
PMR -SL -11
Office of Procurement
®®
CITY OF GOODYEAR
190 N. Litchfield Road
�®
PMR -SL -12
P:O. Boz 5100
Ea.
$
Goodyear, AZ 85338
Goodyear
REVISED Fee Schedule
Phone: 623-882-7834
I1
PMR -SL -11
Surface Preparation Symbol
Ea.
$
$ $
12.
PMR -SL -12
Surface Preparation Legend (I Letter)
Ea.
$
Is I $
13
PMR -SL -13
Asphalt Slurry Seal Type 11—
Sq.
$
$ $
Uniformed off-duty law enforcement officers with
Obliterated Road Marking Sealant
Yd.
PD vehicles. (Goodyear Officers are preferred if
(MAG Section 460.2)I
available. Rate should be calculated at $55.00
Category: Traffie Control
Work : Any or all Work Types
Line No.
Item No.
Description
unit
Knit Price
1
TC -1
Hr.
$ 55_.00
Law Enforcement Officer with Vehicle:
Uniformed off-duty law enforcement officers with
PD vehicles. (Goodyear Officers are preferred if
available. Rate should be calculated at $55.00
r hour.
2. Contractor Licencing Requirements:
Bid shall comply with all statutes and rules of the State of Arizona and Registrar of Contractors. In
accordance with A.R.S. § 32-1151, and unless otherwise exempted by A.R.S. § 32-1151, Bidder should
have the correct class of license as required by the Registrar of Contractors for the work specified, prior to
submission of a bid. The Bidder certifies possession of the following license:
Licensed Contractor's Name:
Class:
License Number:
Type:
Expiration:
3. Dellv
Bidder states that the item(s) will be delivered within _ calendar days after receipt of order. This
delivery schedule shall include any time for shipping.
4. Ememency Twenty -Four Hour Service Contact
Name
Telephone Number
Alternate Contact
Telephone Number
SoNciwOon No: We 194140 1 w-900dyearaa.gov I Page 10 of 11
��
CITY OF GOODYEAR
Office ofProcurement
190 N. Litchfield Road
®,
UNIT
PRICE
P.O. BOX 5100
WPM -LL -1
Goodyear, AZ 85338
L. Ft.
C:oopdyl -
REVISED Fee Schedule
Phone 623-882-7834.
The city will utilize the following pricing scenario as a means of determining the lowest responsive and
responsible bidder. Please make sure that pricing listed below is the same price listed above in the fee
schedule. Level 1 pricing will be used for the purpose of this pricing scenario.
ITEM
NO.
BID PRICING
DESCRIPTION
UNIT
CITY
UNIT
PRICE
TOTAL
WPM -LL -1
4' wide white fine with Class I Paint
& 8 pounds of std. beads
L. Ft.
1,000
WPM -LL -3
Markinglayout
Hr.
40
WPM -SL -3
Single Head Arrow Legend (15 wet
mils, Class I Paint with 8 pounds
r gallon of beads
Ea.
15
THM-LL-4
4' Wide by 80 mil. Thick White Line
Ribbon Extrusion
L. Ft.
1,000
THM-SL-5
90 ml. Tum Arrow Symbol
Ea.
15
PFTM-LL-4
Making Layout
Hr.
20
THM-SL-3
12' Wide by 90 ml. Thick White
Line
L. Ft.
250
THM-LL-11
Raised Pavement markers
Ea.
1100
PMR -LL -5
4' to 6' Wide Paint Line on PCCP
L. R.
500
WPM -SL -1
Yellow Curb Painting With Glass
Beads
Sq. Ft
250
Total
Scii6laton No: IFB 184140 1 w .goodyear qov I Page 11 of 11
Pavement Marking Services — Installation/Removal.
See attached REVISED Fee Schedule tit. Deletions were inadvertently made to the previous fee scbedule.
No other terms, conditions, or performance standards written or implied are changed.
Procurement Officer: Dora Chavez
City of Goodyear
Solicitation Amendment No. 2
Office of Procurement
®�®®
Jacque Behrens, CPPB
190 N. Litchfield Road
P.O. Box 5100
Solicitation No. 18-4140 :
""�`�,,,�i,,,,,. r
Solicitation Due Date: 2/112018
Good.
Phone: 623-862-7834
Time: 3:00 pm (Arizona Time)
Pavement Marking Services — Installation/Removal.
See attached REVISED Fee Schedule tit. Deletions were inadvertently made to the previous fee scbedule.
No other terms, conditions, or performance standards written or implied are changed.
Procurement Officer: Dora Chavez
City of Goodyear
Approved as to form
BY
By:
Jacque Behrens, CPPB
r
Roric Massey, City Attorney
Acknowledgement by Contractor
Contractor hereby acknowledges receipt and understanding of the above amendment. Contractor
shall sign and return with their submittal.
Page 1 of 7
r
CITY OF GOODYEAR
Office of Procurement
196 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Phone: 623-882-7834
REVISED Fee Schedule #2
F determining the lowest cost the City w -M not take tax into consideration. 'However;
all applicable state and local taxes on the tax line. provided. The City will pay. all applicable
taxes.
Taxes must be listed as a separate item on all invoices. State applicable tax rate: _ 0.
Quantities shown are forbidding purposes only and are not intended to indicate the actual quantities that may. be
required under this contract.
Traffic Control will be paid for via applicable Items herein specified
PAVEMENT MARKING INSTALLATION AND/OR REMOVAL
Category: Waterborne Paint Markings (_WPM)
Work Type: Long Lim
Line No.
Item No.
Description
Unit
I Level I
Level H
Level III
1 •
WPM -LL -1
4" wide white line with Class I Paint
& 8 pounds of std. beads
L. Ft.
$ •"
$ "
$ ' O
2
'WPM -LL -2
4" wide yellow line Class I Paint & 8
ands of std. beads
L. Ft.
$ 1
$
$ 0
3
WPM -LL -3
Marking Layout
Hr,
$ 1 6--
$ 1- S.?'
$ M5.00
Category: Waterborne Paint Markings (WPW
Work Type: Short Line (SL)
Line No.
Item No.
Description
Unit
Level I
Level II
Level III
1
WPM -SL -1
White'Curbb Painting With Glass
Sq.
$
$
$
Beads includes preparation of surface
Ft.
Z. So
2-50
-Z-60
2
WPM -SL -2
Yellow Curb Painong With Glass
Sq.
$
$
$
Beads includes preparation of surface.
Ft.
2. Sa
2.50
2.50
3.
WPM -SL -3
Single Head Airow Legend
Ea.
$.
$
$
(15 wet mils, Class I Paint with 8
30 p0'
30.00
-:50_00
pounds per gallon of beads
4-
WPM -SL -4
Two Headed Arrow Legend (15 wet
Ea.
$
$
$
mils, Class I Paint with 8 pounds per
-75 -"
S . 00
gallon of beads
5
WPM -SL -5
Bike Lane Symbol (15 wet mils, Class I
Ea.
$
$
$
Paint with 8 pounds per gallon of
on
beads)
6
WPM -SL -6
Single LetterLegend (15wet mUs,
Ea.
$
$
$
Class I Paint with 8 pounds per gallon
1000
b0
I'D-
10 00
of beads)
7
WPM -SL -7
Marking Layout
Hr'
S�2500
$I
$
5 "'
125-°O
Sotdtation No: IFB 18-4146 1--go°dyea -gov Page 2 of 7
Category: Therniuplastic Markings (rE"
CITY OF GOODYEAR
OOiceof Procurement
190 N. Litchfield Road
�e1��
Description
P.O. Box 5100
I Level I I.
Goodyear, AZ 85338
Level m
�� r
REVISED Fee Schedule #2
Phone: 623 882-7834
Category: Therniuplastic Markings (rE"
Work : Ung Line
Line No.
Item No.
Description
Unit
I Level I I.
Level 0
Level m
1
THM-LL-1
4" Wide by 40 mil. Thick White Line
L. Ft.
$
S
S
THM-SL-2
6" Wide by 60 mil. Thick White Line
(Spray)
S • 4S
.2$
1$
3
2
THM-LL-2
4" Wide by 40 mil. Thick Yellow Line
L. Ft.
$
S'
$
THM-SL-4
18" Wide by 90 mil. Thick White Line
S
S I. -IS
S 11S
28
.2`b
3
T11M-LL-3
12" Wide by 40 mil. Thick White Line
L. Ft.
SS
$ 1 CO -00
S
114M -SL -6
90 Mil. Straight Arrow Symbol
(Spray)
$ 110,0D
S 1 0,p0
S 100 w
•9S
4
THM-LL-4
4" Wide by 80 mil. Thick White Line
L. Ft.
$S
S
THM-SL-8
90 Mil. U -Tum Arrow Symbol
(Ribbon Extrusion
$ 175•
•
' 6
3
5
THM-LL-5
4" Wide by 80 mil. Thick Yellow Line
L. Ft.
$
S
S
THM-SL-10
90 Mil. Bike Lane Symbol
(Ribbon Extrusion)
S 175•
$ 175.E
.36
.3
6
THM-LL-6
6" Wide by 80 mil. Thick White Line
L. Ft.
S
S'
$
(Ribbon Extrusion With Premium Bead
s i
so
Blend
7
THM-LL-7
6" Wide by 80 mil. Thick Yellow Line
L. Ft.
S
S
$
(Ribbon Extrusion With Premium Bead
Blend
8
TWA-LL,8
12" Wide by 80 mil. Thick White Line
L. Ft.
S$
$
I
(Ribbon Extrusion
i�(j
b o
9
THM-L1,-9
Application of Primer/Sealer
L. Ft.
$ ;16
$ .16
$ X-
10
10
THM-LL-10
Raised Pavement Markers
Ea.
$ .15
S 2 -1 S
S a
11
THM-LL-I 1
Marking Layout and Installation of
Hr.
S
$
S
Contractor Furnished Raised Marker
Tabs, Per the MUTCD or Engineering
Sap oo
300?°
`300 °o
Design Guidelines as directed by the
lCity
Cetegoiy: Thermoplastic 117arkings (UM
Work- :,Short Line O SL
Line No. ;
Item No.
Description
Unit
Level I
Level IT
Level III
I
T1lM-SL-1
6" Wide x 2' Line by 90 mil: Thick
White Line
Ea.
$$
. 60
.6o
S • 55
2
THM-SL-2
6" Wide by 60 mil. Thick White Line
L. Ft.
S • 4S
$ •4S
S _42
3
THM-SL-3
12" Wide by 90 mil. Thick White Line
L. Ft.
S JS
$ qr,
$ qS
4
THM-SL-4
18" Wide by 90 mil. Thick White Line
L. Ft.
S I. -IS
S 11S
S o
5
THM-SL-5
90 Mil. Tum Lane Arnow Symbol
Ea.
$ I loO0
:$ I10.0*
$ 1 CO -00
6
114M -SL -6
90 Mil. Straight Arrow Symbol
Ea.
$ 110,0D
S 1 0,p0
S 100 w
7
THM-SL -7
90 Mil. Combination Arrow Symbol
Ea.
$ -7
S
8
THM-SL-8
90 Mil. U -Tum Arrow Symbol
Ea.
$ 175•
$ 1"15 0°
$ Il5 .°°
9
THM-SL-9
90 Mil. Lane Drop Arrow Symbol
Ea.
$ 1
$ 145-W
S o0
10
THM-SL-10
90 Mil. Bike Lane Symbol
Ea
S 175•
$ 175.E
$ I oO
Soadtaton foo: IFB 18-4W I w .grodyear qov I Page 3 of 7
11
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
Ea.
S iSo°'
P.O. Box 5100
S 150.00
12
Goodyear, AZ 85338
T
REVISED Fee Schedule #2
Phone: 623-882-7834
11
TMA -SL -11
90 Mil. Cross Strect Symbol
Ea.
S iSo°'
$ 1150.00
S 150.00
12
THMSL-12
Four Letter Legend (90 mil)
Ea
$,i 5000
S I So.00
S 1 go_'°
13
TIM -SL -13
90 NO Railroad Crossing Symbol
Ea.
S 195.E
$9 .°0
S 11W°'
14
T104SL-14
Single Letter Legend (90 mil)
Ea.
$ Sao.
$ 50.0-
$ 1-10.00
15
TIN -SL -15
Marking Layout
Hr.
S 12$
$ 25_"
$ 00
25-
16
THM-SL-16
Application of Primer/Scaler for any
Width Line
L. Ft.
S$
• 16
16
S.
17
THM-SL -17 I
Application of Primer/Sealer for any
Legend end or Symbol
Ea.
S
25.00
$
? 5 •pO
S
�5-�
Note:
The minimum quantity of any profile thermoplastic marling project should be at least 50,000 linear feet.
This material will only be used in short line configurations.
Category: Removals and Surface Preparation (PMR or SP)
Work Type: Long Line
Line No.
Item No.
Description
Unit
Level I
Level III
Level III
1
PMR -LL -1
Removal of PCCP cute compound for
L. Ft.
$
S
S
any width line
, `{ 0
.40
"4 0
2
PMR -LL -2
Removal of PCC- cure compound for
Ea.
S
$
$
My symbol or legend
4jO
3
PMR -LL -3
4" To 6" Wide Thermoplastic/Tape
L. Ft.
SS
$
Line on PCCP
. 95
4S
-(40
4
PMR-LL4
4" To 6" Wide Thermoplastic/Tape
L. Ft.
S$
$
Line on AC
.` S
-4S
.4 o
5
PMR-LLr5
4" To 6" Wide Paint Linc on PCCP.
L. Ft.
$.32
S , 3$
$ .3
6
PMR -LL -6
4" To 6" Wide Paint Line on AC
L. Ft.
S ,3$
S -3$
S
7
PMR -LL -7
4" To 6" Wide Epoxy Line on PCCP
L. Ft.
$ $
S . y 5
S . -10
8
PMR -LL -8
V " To 6" Wide Epoxy Line ori AC
L. Ft.
S
$
$
ys
S
0
9
PMR -LL -9
Pavement Surface Blending
Sq. Ft.
$
S IS -00
S
10 I PMR -LL -10
Surface Preparation 6" To 12" Wide
L. Ft.
S
S
S
Line
�j oe
5.00
5 eo
1'1 PMR -LL -1 1
Asphalt Slurry Seal Type ❑ —
.Sq.
S
$
S
i
Obliterated Road Marking Sealant
Yd.
15U:"
i 5D"
150.00
(MAG Section 460.2
So9Utabw No: 1F8 18-4140 1—.goodyearaz.gov I Page 4 of 7
®,®®
0^V w
CITY OF GOODYEAR
Office of Procurement
190 N. Litchfield Road
P.O. Box 5100
Goodyear, AZ 85338
Phone: 623-882-7834
REVISED Fee Schedule #2
Category: Removals and Surface Preparation (PMR or SP)
Work : Short Line SL
Line No.
Item No.
Description
Unit
Level I
I Level H
Level III
1
PMRSL-1
Removal of PCCP etre compound for
L. Ft.
S
S
$
any width line
- t i D
p
-,4 O
2
PMR-SL-2
Removal of PCCP cure compound for
Ea.
S
S
; S
any symbol or legend
hour.
B. °-
?5 aP
ZS ,'
3
PMR -SL -3
4" To 6" Wide Thermoplastic/Tape
L. Ft.
$
S
S
Line on PCCP
yS
45
-40
4
PMR-SL4
4" To 6" Wide Thermoplastic/Tape
L. Ft.
S
S
S
Line on AC
.45
.ys
•1t0
5
PMR -SL -5
4" To 6" Wide Epoxy Line
L. Ft.
SI
.y5
$
6
PMR -SL -6
Thetmoplastic/rape/Epoxy Legend (I
Ea.
S
S
S
Letter)
25.E
1 Z5,"0
1 25. e'
7
PMR -SL -7
Thermoplastic/rape/EpouySymbol
Ea.
S 60.0c
S so -e
S 50.00
8
PMR -SL -8
Painted Legend (1 Letter)
Fa.
$ 20
S Looo
S ;Z� o
9
PMR -SL -9
Painted Symbol
Fa.
S $o.00
SS O oo
S S 0. `a
10
PMR -SL -10
Surface Preparation 4" To 6" Wide
L. Ft.
S
S
S
Line
S•Q0
5=00
S.00
11
PMR -SL -I i
Surface Preparation Symbol
Ea.
S 11.50° I
S Ms.cc
S 125-1�0
12
PMR -SL -12
Surface Preparation Legend (1 Letter)
Ea.
.S rJa-p
150
$ 50,0-
0 0013
13
PMR -SL -13
Asphalt Slurry Seal Type 11—
Sq.
S
S
$
Obliterated Road Marling Sealant
Yd.
So?'
i S0.'°
So:oo
AG Section 460.2
Category: Traffic Control
Work : Any or all Work Types
Line No.
Item No.
Description
Unit
Unit Price
1
TC -I
Hr.
$ 55.00
Law Enforcement Officer with Vehicle:
Uniformed off-duty law enforcement officers with
PD vehicles. (Goodyear Officers are preferred if
available. Rate should be calculated at $55.00 per
hour.
Sofdtatlon No: IFS 184140 1 v .goodyea+ qov I Page 5 of 7
r Office of Procurement
CITY OF GOODYEAR 190 N. Litchfield Road
----_ —�---- — P.O. Boz 5100
Goodyear, AZ 85338
REVISED Fee Schedule #2 Phone: 623-882-7834
2. Contractor Licensing Requirements:
Bid shall comply with.all statutes and rules of the State of Arizona and Registrar of Contractors, in
accordance with A.R.S. § 32-1151, and unless otherwise exempted by A.R.S. § 32-1151 Bidder should
have the correct class of license as required by the Registrar of Contractors for the work specified, prior to
submission of a bid. The Bidder certifies possession of the following license:
Licensed Contractor's Name. __ 5yrrt t rJE ��1/ZgG1t jG t (� G
Class: _�.0 Type: Dtj
License Number. _aSy'1Q$ Expiration: I30' Zo t9_
3. Delivery: f
Bidder states that the item(s) will be delivered within Iq calendar days after receipt of order. This
delivery schedule shall include any time for shipping.
4. Emergency Twenty -Four Hour Service Con
Name _Jo"i C E:
Telephone Number -6-23=- 9
Alternate Contact _6p2 4 i 2=93'] 1 I JEf f _
Telephone Number - 6 o2 - - (G6 -50-7b
Sorcitation No: 1% 18. tap 1 www.goodyeenmgm I . Page 6 of 7
The city will utilize the following pricing scenario as a means of determining the lowest responsive and
responsible bidder. Please make sure that pricing listed below is the same price listed above in the fee schedule.
Level I pricing will be used for the purpose of this pricing scenario.
ITEM
NO.
BID PRICING
DESCRIPTION
Office of Procurement
�® ®®r
CITY OF GOODYEAR
190 N. Litchfield Road
WPM -LL -1
4" wide white line with Class I Paint &
8 ands of std. beads
P.O. Box 5100
1,000
S .
Goodyear, AZ 85338
WPM -LL -3
REVISED Fee Schedule #2
Phone: 623-882-7834
The city will utilize the following pricing scenario as a means of determining the lowest responsive and
responsible bidder. Please make sure that pricing listed below is the same price listed above in the fee schedule.
Level I pricing will be used for the purpose of this pricing scenario.
ITEM
NO.
BID PRICING
DESCRIPTION
UNIT
QTY
UNIT
I PRICE
TOTAL
WPM -LL -1
4" wide white line with Class I Paint &
8 ands of std. beads
L. Ft,
1,000
S .
�' I 1 O. w
WPM -LL -3
Marking Layout
Hr.
40
-41-15.00
f O°
WPM -SL -3
Smgle Head Arrow Legend (15 wet
mils, Class I Paint with 8 pounds per
alIon of beads
Ea.
15
9
30.00
s y 5wo
THM-L1-4
4" Wide by 80 mil. Thick White Line
Ribbon Extrusion
L. FL
1,000
6 3 (a. ;:p
THM-SL-5
Turn
90 mil. TuArrow Symbol
Ea.
15
s it0,00
5 .t;S 0. p0
THM-SL-3
12" Wide by 90 mil. Thick White Line
L. Ft.
250
i 9r,
ifSn
THM-LL-1 i
Raised Pavement markers
Ea.
100
s .l 5
w
PMR -LL -5 5
4" to 6" Wide Paint Line on PCCP
L: Ft.
500
So
vo
WPM=SL-1
Yellow Curb Painting With Glass Beads
Sq. Ft.
250
s Z S t)
d 625 oo
Total
3 T
SoadWon No: IFS 19�7J0 1—.goodyear gov I page 7 of 7•
" e
Emmis -FLINT
American Traffic Products, Inc.
TRAFFIC PAINT CERTIFICATION
WE CERTIFY THAT THE LATEX TRAFFIC PAINT SERIES #180A AZ SPE;, TYPE I
MEETS THE PERFORMANCE REQUIREMENTS OF THE ADOT SPECIFICATIONS
FOR TRAFFIC PAINT AND MEETS PERFORMANCE STANDARDS OF FEDERAL
SPECIFICATION TT -9-1952E, TYPE H.
CUSTOMER: Sunline Contracting, Inc
INVOICE DATE: 11/14/17
INVOICE #: A2989
mu
COLOR: White &Yellow
PRODUCT #i 180AT & 186AT
BATCH #: QG10147 (Y), RCP1711YOOII (Y); QG10145 (W)
GALLONS RECEIVED: 1000 (Y) & 500 (W)
DATE OF MANUFACTURE: 2017
The undersigned has the legal authority to bind American Traffic Products Inc.
for the purpose of this certification.
C�1
SIGNED: tIl-L DATE:
]A50 UHRINYAK, REGIONAL SALES'MANAGER
• 4116 E Superior Ave #2 Phoenix, AZ 85040 • Office (480) 455.1700 • Fax (480) 455.1701
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American Traffic Products, Inc.
TRAFFIC PAINT CERTIFICATION
WE CERTIFY THAT THE LATEX TRAFFIC PAINT SERIES #180A AZ SPEC; TYPE I
MEETS THE PERFORMANCE REQUIREMENTS OF THE ADOT SPECIFICATIONS
FOR TRAFFIC"PAINT AND MEETS PERFORMANCE STANDARDS OF FEDERAL
SPECIFICATION TT -9-1952E, TYPE II.
CUSTOMER: Sunline Contracting, Inc
INVOICE DATE: 11/14/17
INVOICE #: A2989
JOB:
COLOR: White & Yellow
PRODUCT #: 180AT'& 186AT
BATCH #: QG10147 (Y), RCP1711Y0011 (Y), QG10145 (W)
GALLONS RECEIVED: 1000(Y) & 500 (W)
DATE OF MANUFACTURE: 2017
The undersigned has the legal authority to bind American Traffic Products Inc..
for the purpose of this certification.
SIGNED: DATE:
)ASO UHRINYAK, REGIONAL SALES MANAGER
• 4116 E Superior Ave #2 Phoenix, AZ 85040 - office (480) 455.1700 • Fax (480) 455.1701
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CERTIFIED TEST REPORT
Re:. Certification. Yellow Leadfree Alkyd Thermoplastic
Formulation Code:
Batch Numbers:
Quantity:
Date:
885260 Y1E-5GSX-AZ
CT1712Y4319
44,000 lbs.
1275/2017
Item Required found
Composition
Binder(%)
20 Min
22:28
Glass Beads(%)
30-45
30.7
Calcium Carbonate(%)
25-45
38.6
Physical Characteristics after 4 hours
9D 4250
Daylight Reflectance
43 Min
47.82
Color
Match Fed, 4595, No. 13538
Pass
Specific Gravity
1.85-2.15.
1.98
.Softening Point
200-230°F
222.8
Intermix Glass Beads- meet the soeci ications for AASHTO M 247 as determined from the bead
manufacturers certification.
CERTIFICATION: I, the undersigned, have legal authority to bind Ennis -Flint, the manufacturer.
to P.rizona DOT Section 704.
Signature
Crustal Lock
Quality.Assurance Rep.
Qc Technician
Title
200 2n0 ST BAKERSRELD CA 93305 1-1100-331-8118
Emmlls-FLIMT
CERTIFIED TEST REPORT
Re: Certification, -White Alkyd Thermoplastic
Formulation Code.-
Batch
ode:
Batch Numbers:
Quantity:
Dater
885250 W5E-5GSX-AZ
CT1712W4398
44,000 lbs:
12/2712017
Item Required Found
Composition
Binder(%)
20 Min
20.47
Ti02(%)
10 Min
10.2
Glass Beads(%)
30-45
30.7
Calcium Carbonate(%)
25-45
38.6
Physical Characteristics after 4 hours
Cad 4250F
Daylight Reflectance
75 Min
79.66
Yellowness Index
0.12
0.08
-Specific Gravity
1.85-2.15
1.99
Softening Point
200-230OF
209.6
Intermix Glass Beads- meet the specifications for AASKI-O.M 247 as determined from the bead
manufacturer's certification.
CERTIFICATION: I, the undersigned, have legal authority to bind Ennis -Flint. the manufacturer.
to Arizona DOT Section 704.
n. Viae em -Z
Signature
Crystal Lock.
Representative
OC,Technician
Title
200 2' ST BAKERSFIEtD CA 93305 1800-331-8118
Q Cmpame 01`rK:
2 a5 iodd Court
Tho vrille, NC 27360
Phwc 336.475.6600
EMMIS In MT TollFrcr. Boc. a
Bv-
Yd IN 786 taleS�Lanrcs:l'.N.car..
A rmRc WnySdutionsrempuy Mww.erutisflltd_cgr
January,16,2018
American Traffic Products
1450 N Fitzgerald Avenue
Rialto, CA 92376
Order No: 00105133
Purchase Order No: P17 -T763
Part No: C80FH ERY 2 Way Marker Red/Yellow
Quantity: 1,000
Lot No: 25CG201
Date of Manufacture: March 2017
Certification State: CA
To Whom it May Concern:
We certdy,that for the State of California, these markers have been inspected conform to the State of
Cai'rfomia, Department of Transportation Standard Specifications 85-1.02C dated 2010 and Section 81-
3.02C dated 2015.
We certify that the Stimsonite pavement markers fumished against the subject orderandfor the subject
State were manufactured in USA at our facility in Thomasville, NC. They have been Inspected and found
to be in compliance with our product specification for Model C80FH markers and the aforementioned
State's pavement marker specifications.
We certify that the reflector body is molded of acrylonitrile -butadiene -styrene and the reflective !ensis
molded of polymethyl methacrylate conforming to ASTM D788. Grade 8. The markers conform to ASTM
Specification D4280.
We certify that, after abrasion procedure, the specific intensity of each reflective surface -at 0.2 aegree
angle of divergence meets or exceeds the following values:
SPECIFIC INTENSITY
Clear Yellow Red Green Blue
0 degree incidence angle 3.0 1.5 0.75 1.0 0.30
20 degree incidence angle 1.2 0.60 .0.30 0.4 0.12
.We certify that the markers meet Specific Intensity 1 year after placement per Caltrans SS
813.020.
Sincerely,
Tesha Benson
Quality Assurance
Ennis -Flint.
JUSTIN JENJUNS
My C T= -Estes
NWumWr22.=1
aamimm
State Of Aif , County Of
Signed before me an this I Ow day
of Jr -,-J 18' by i r�w
Notary Public J vmry _k+ k-, ,
MCE: 1Jo-w s.ds t zZ,'7o?T
July 11, 2017
American 1Tatic Prod,In,-
P O, Box 31021
Fonlana. CA 72331
Order No. (000052:9
Project:
Purchase OfdetNo: 017.7450
Part No' C80FHER 2 Way Marker F.ed'Yellow
Ouanil, 2a.00u
'-or No: 27CG ; 01
Cerincation State, UA
To Whom it May Concern:
We certify tba: for the State of California, tri; se markers have been inspected conform to the Sate of
California. Uepariment of Transporztion St=andard Specifications Sedinn 81- I.02C dated 2015.
We certify that the Sumsunile oavementmalkers furnished against the subject order and For the ;ubjeri
State were ma, ufamured in USA at our facility in Tllomasyille. NC, They have been inspeciec art, fauna
to be in compliance tnth our oroouct sLCcmcaticn for Model C80FH ma-kprE and the aforementioned
State s=•avernenl marker <3tGfica:ions.
We cenity trial the reflector body is molded of acrylonitdfe-butadiene-styrene and the reBecl,ve lens is
moideo of polymemvl metharry1we confnnnin7 10 ASTM 0788, Grade d. The markers conform to ASTM
Specificaden D4280.
We Ccrtlfy that. after abrasion procedure, me soerifir, intensnv of each reflective sur,"ace at G.2 ci .gree
angle of divergence meets nr exceens the following values:
0 degree wriderce angle
20 rJeoree nrlden•.e anole
Srceraty
Ir
Sleben Varruir
_nni�-^iiru
coECIFIC INTFNSfT-Y
Gear Yollav Red
;.0 1-5 �] 75
12 0.61) J.30
Green
Blue
1 it 0.30
0i n12
JUSTIN JEN+IN,
Ga r:rc Cv:mf
CA
State of Art . County of liw,.ru)
Signf d before me on :his //r3 day
ofjk6 ?or by v A.
.
Notary ubli�J.,
MCE: n/e,v..4, Zi. IoLs
0.ucsJ�±din:r.
��ppp��/pp��C f�prap pp■�q
61emis-/mob®00 0,
:?r.sglerr.tFSne;em
o "'d z swi,. Sww".,,•on
vm Y-m�G1Tl :em
July 11, 2017
American 1Tatic Prod,In,-
P O, Box 31021
Fonlana. CA 72331
Order No. (000052:9
Project:
Purchase OfdetNo: 017.7450
Part No' C80FHER 2 Way Marker F.ed'Yellow
Ouanil, 2a.00u
'-or No: 27CG ; 01
Cerincation State, UA
To Whom it May Concern:
We certify tba: for the State of California, tri; se markers have been inspected conform to the Sate of
California. Uepariment of Transporztion St=andard Specifications Sedinn 81- I.02C dated 2015.
We certify that the Sumsunile oavementmalkers furnished against the subject order and For the ;ubjeri
State were ma, ufamured in USA at our facility in Tllomasyille. NC, They have been inspeciec art, fauna
to be in compliance tnth our oroouct sLCcmcaticn for Model C80FH ma-kprE and the aforementioned
State s=•avernenl marker <3tGfica:ions.
We cenity trial the reflector body is molded of acrylonitdfe-butadiene-styrene and the reBecl,ve lens is
moideo of polymemvl metharry1we confnnnin7 10 ASTM 0788, Grade d. The markers conform to ASTM
Specificaden D4280.
We Ccrtlfy that. after abrasion procedure, me soerifir, intensnv of each reflective sur,"ace at G.2 ci .gree
angle of divergence meets nr exceens the following values:
0 degree wriderce angle
20 rJeoree nrlden•.e anole
Srceraty
Ir
Sleben Varruir
_nni�-^iiru
coECIFIC INTFNSfT-Y
Gear Yollav Red
;.0 1-5 �] 75
12 0.61) J.30
Green
Blue
1 it 0.30
0i n12
JUSTIN JEN+IN,
Ga r:rc Cv:mf
CA
State of Art . County of liw,.ru)
Signf d before me on :his //r3 day
ofjk6 ?or by v A.
.
Notary ubli�J.,
MCE: n/e,v..4, Zi. IoLs
September 18, 2017
American Traffic Proo, Inc.
PO Box 310215
Fontana, CA 92331
Order No: 00101227
Purchase Order No: P17-7615
Part No: C80FHERW 2 Way Marker Red/White
Ouantity: 24,000
Loc No: 16HG204
Date of Manufacture:, August 2017
Certification State: CA
To Whom it May Concern:
We certify that for the Slate of California, these markers have been inspected conform to the State of
California. Department of Transportation Standard Specifications Section 81-3 dated 2015.
We certify that the Stimsonile pavement markers furnishedagainst the subject order and for the subject
State were manufactured in USA at our facility in Thomasville, NC: They have been inspected and found
to be in compliance with our product specification for ModelC80FH markers and the aforementioned
State's pavement marker specifications.
We certify that the reflector body is molded of acryloniude-butadiene-styrene and the reflective lens is
molded of,polymethyl methacrylate conforming to ASTM D788, Grade 8.. The markers conform to ASTM
Specification D4280.
We certify that, after abrasion procedure, the specific intensity of each reflective surface at 0.2 degree
angle of divergence meets or exceeds the following values:
SPECIFIC INTENSITY
Clear Yellow Red Green Blue
0 degree incidence angle 3.0 1.5 0.75 1.0 0.30
20 degree incidence angle 1.2 0.60 0.30 0.4 0.12
We certify that the markers meet Specific Intensity 1 year after placement per Caltrans SS Section t„tmmuyrn//
81-3.020-. \§kA AV Pu /4
Sincerely,
JUSTIN JENKINS
oward Caesar
No.mpw 22. a>zl
4.2 P
Tesha Benson f/11i1 h Bfrpl C
M
Quality Assurance State of �. County of r
Ennis -Flint Skgned before me on this. day
ofJivr 0 by 1 ?N2_y5-_3
Notary Public_Awn. .
MCE: 1110117 r6rrt 22, A) u
Corporateofrirr
115 Tmlp Court
Thomashlk, NC 2716o
E619m�1r
s-Fum
Phone: i*47S.6600
Toa Free: aoo,]]1.81a8
sale$@ermisflinlspm
A NHK safety Solu0cm, cempmy
.,emis8int 4om
September 18, 2017
American Traffic Proo, Inc.
PO Box 310215
Fontana, CA 92331
Order No: 00101227
Purchase Order No: P17-7615
Part No: C80FHERW 2 Way Marker Red/White
Ouantity: 24,000
Loc No: 16HG204
Date of Manufacture:, August 2017
Certification State: CA
To Whom it May Concern:
We certify that for the Slate of California, these markers have been inspected conform to the State of
California. Department of Transportation Standard Specifications Section 81-3 dated 2015.
We certify that the Stimsonile pavement markers furnishedagainst the subject order and for the subject
State were manufactured in USA at our facility in Thomasville, NC: They have been inspected and found
to be in compliance with our product specification for ModelC80FH markers and the aforementioned
State's pavement marker specifications.
We certify that the reflector body is molded of acryloniude-butadiene-styrene and the reflective lens is
molded of,polymethyl methacrylate conforming to ASTM D788, Grade 8.. The markers conform to ASTM
Specification D4280.
We certify that, after abrasion procedure, the specific intensity of each reflective surface at 0.2 degree
angle of divergence meets or exceeds the following values:
SPECIFIC INTENSITY
Clear Yellow Red Green Blue
0 degree incidence angle 3.0 1.5 0.75 1.0 0.30
20 degree incidence angle 1.2 0.60 0.30 0.4 0.12
We certify that the markers meet Specific Intensity 1 year after placement per Caltrans SS Section t„tmmuyrn//
81-3.020-. \§kA AV Pu /4
Sincerely,
JUSTIN JENKINS
oward Caesar
No.mpw 22. a>zl
4.2 P
Tesha Benson f/11i1 h Bfrpl C
M
Quality Assurance State of �. County of r
Ennis -Flint Skgned before me on this. day
ofJivr 0 by 1 ?N2_y5-_3
Notary Public_Awn. .
MCE: 1110117 r6rrt 22, A) u
Certificate of Analysis
THE'STATE OF TEXAS
COUNTY OF HARRIS
Material .............................
Shipped Via ........................
Date of COA.......................
Customer Order No ..............
Invoice No ..........................
Batch No ............................
Specification certified............
Sold to
Bituminous Marker Adhesive
PLS
10/20/2017
199823, 199937
23665
ASTM D 4280 Type I
American Traffic Product Inc
4116 E. Superior Ave.
Phoenix, AZ 85040
AM
MARTIN
I hereby certify that the above statements are true and correct.
The undersigned has the legal authority to bind Martin Asphalt Company for the
purposes of this Certificate of Analysis.
Dolly Navarrete
Laboratory Director
Martin Asphalt Company 300 Christy Place • South Houston, TX 77587 Phone: 713 943 5200
Fax: 713 947 4908
Procedure
ISpecification
Results
Softening Point, °F
ASTM.D 36
200-264
242
Penetration, mm, 100g, 5s, 77°F
ASTM D 5
1.0.1.8
1.3
Penetration, mm. 100g. 5s, 140°F
ASTM D 5
4.56:5
4.9
Brookfield thermoset viscosity, Pa.s. 27
spindle, 20 rpm, 400°F
ASTM D
4402
3.0-7.5
3.7
Flow at 158°F, mm
ASTM D
5329
5.1 maxI
0
Flash Point. °F
ASTM D 92
550 min
>600
S ciKc GravO . 77°F
ASTM D 71
1.61.85
1.66
I hereby certify that the above statements are true and correct.
The undersigned has the legal authority to bind Martin Asphalt Company for the
purposes of this Certificate of Analysis.
Dolly Navarrete
Laboratory Director
Martin Asphalt Company 300 Christy Place • South Houston, TX 77587 Phone: 713 943 5200
Fax: 713 947 4908
DROPS
Certificate of Compliance
4665 Finance Way
Kineman AZ 86401
(923)757-3666
Fay': (928) 757-3603
This is to certify that Potters Industries, LLC. supplies highway glass beads that have
been tested according to standard procedures by our quality control department and will
meet applicable Arizona DOT State Specifications.
Product
M247-11 TPI
Quantity
14,000
Lot#
KI -H-728/17-502,506,507.510-513
Specification
AASHTO M247 Type I
Potters Industries, LLC tests every lot of glass beads produced for use in Highway
Markings using XRF technology to insure compliance With Heavy Metals requirements
specified in Arizona Standard Specification 708-2.02(6) as stated below.
He2vy Metal
Concentration
Arsenic
<75 ppm
Antimon •
< 75 ppm
Lead
< 100 ppm
Quality Control Data to substantiate this certification is on file in our Quality Control
Laboratory and is available upon request.
The undersigned has the legal authority to bind Potters for the purposes of this
Certificate of Compliance
Certified By: --'� �Date: 12/4/17
Angie None Plant Administrator
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Potters
Certificate of Compliance
160119"St NW
Paris, TX75460
(903)785-1633
Fac (903)78S-8320
This is to certify that Potters Industries, LLC supplies highway glass beads that have
been tested according to standard procedures by our quality control department and will
meet applicable Arizona DOT State Specifications.
Product
E16
Quart44,000
lbs.
Lot k'
PA -H-09061'-13
Specification
ADOT Standard Specification
Potters Industries, LLC tests every lot of glass beads produced for use in Highway
Markings using ;CRF technology to insure compliance with Heavy Metals requirements
specified in Arizona Standard Specification 708-2.02(8) as stated below.
Heavy Metal
Concentration
Arsenic
<75 ppm
Antimony
< 75 m
Lead
< 100 Ppm
Quality Control Data to substantiate this certification is on file in our Quality Control
Laboratory and is available upon request.
The undersigned has the legal authority to bind Potters for the purposes of this
Certificate of Compliance
Certified By:
Date: 9/26117
QNPotters
Reryae Om One 9a/m Poets'WGSt� Erca nw
1601 19th Sheet
Parity TX 75460
Phone. 903.785-1637
Far: 903-785.8220
MATERIAL CERTIFICATION
The material covered by this Certification has been tested according to ISO 9001 standard procedures
by our Quality Control Department and complies with all applicable specifications. Quality Control
Data to substantiate this certification is on file in our Laboratory.
Potters testseverylot of glass beads produced for use in Highway Markings using XRF technology to
insure that Heavy Metals are below the following limits for total content unless lower limits are
required by the specification: Arsenic <200ppm, Lead <200ppm, Antimony <200ppm. Test Data is
on file in our Quality Lob to support this, and is available upon request. Independent Testing
Laboratory results using EPA Methods 3052 and 6010C can also be provided if requested at least 2
weeks in advance of shipment.
Customer (30843) SUNLINE
Customer PO #: 687204
Material
E16 (TYPE 4) AC35 80% SS 2200 VISIBEAD
LOT PA -H-090617-13
RACK 01-20
TOTAL QUANTITY:
DATE: 09/2 /2017
BY:�
Potters Order #: .1237703
Bill of Lading #: 81325058
Quantity (LB)
44,000.000
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INDEX OF REFRACTION
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I
OWNERS RODD 30SE - President & Managing Member 2009 -Present
Rodd has 27 years of industry experiencefrom low level field work to managing
multiple operations related to Traffic Control, Signs and Guardrail and Pavement
Marking in the Southwest Region and now Owner of Heavy Highway Subcontracting
business.
• Responsible for job. cost reporting and cost analysis on all projects. Forecast
monthly operational budget costs vs revenue by job.
• Accountable for overall operation of branch.in relation to Safety, Contracting,
Job Costing, Customer Satisfaction and Employee resolution. Directs 20
Managers and a total branch staff of 175 plus employees.
• Project Manager for the $1.8.million quiet ride project helping the Company
exceed profit estimates and completing the project utilizing less Gran 95% of
the estimated labor hours.
• Conducted estimating meetings to plan the project and the needs.' Worked on
job partnering meetings with ADOT to ensure that all aspects of the project
were being met in the estimate.
• As Operations Manager; I was responsible for Inventory in excess of $3.5
million and maintained that inventory with a minimum of waste or loss,
Coordinated, scheduled & .managed workers (Drivers, Laborers, and Baggers),
equipment and vehicles for delivery, pick-up & service requests from
customers in a timely and efficient manner to effectively meet customer's
needs and expectations throughout the metro and surrounding areas.
DAVE PORTER - Sctty/Treasurer & Managing Member 2009 -Present
Dave has 30 .years of industry experience from low level field work to being.
accountable for budgeting, cost control, payroll, BCC (Sarbanes-0)ley Act)
reporting and general accounting, including supervision of 220+ employees for
two separate Regions (Southwest -AZ, CA, NV & Rocky' Mtn - CO, WY) and
now Owner of Heavy Highway Subcontracting business. Has supervise and
managed multiple locations performing work_ in a variety of areas including,
Traffic Control, Permanent Install (road and parking lot signage, Highway and
guide signs, including structures and foundations, and Guardrail); Pavement
Marking, Sales & Sign Manufacturing. Was the Project Manager for the
installation of over 40 miles of Highway road and guide signs, including
foundations, structures (cantilever, butterfly & bridge), -static signs and VMS
signs on private toll road. Worked as an Estimator for many years estimating
Traffic Control, Sign installation & Pavement Marking work. Successfully
estimating, managed and completed 3 Guardrail projects in Wyoming and 1
in Denver totaling over 60 miles.
KEY PERSONNEL DON COE - Project Manager/Scheduler
SUNLINE
SCOTT GLAZNER - Estimator/Project Manager
-,CONORACTINC
820 N 17'° Ave
• Phoenix, AZ'8S00Z • Phone: 602-422-9371
OWNERS RODD 30SE - President & Managing Member 2009 -Present
Rodd has 27 years of industry experiencefrom low level field work to managing
multiple operations related to Traffic Control, Signs and Guardrail and Pavement
Marking in the Southwest Region and now Owner of Heavy Highway Subcontracting
business.
• Responsible for job. cost reporting and cost analysis on all projects. Forecast
monthly operational budget costs vs revenue by job.
• Accountable for overall operation of branch.in relation to Safety, Contracting,
Job Costing, Customer Satisfaction and Employee resolution. Directs 20
Managers and a total branch staff of 175 plus employees.
• Project Manager for the $1.8.million quiet ride project helping the Company
exceed profit estimates and completing the project utilizing less Gran 95% of
the estimated labor hours.
• Conducted estimating meetings to plan the project and the needs.' Worked on
job partnering meetings with ADOT to ensure that all aspects of the project
were being met in the estimate.
• As Operations Manager; I was responsible for Inventory in excess of $3.5
million and maintained that inventory with a minimum of waste or loss,
Coordinated, scheduled & .managed workers (Drivers, Laborers, and Baggers),
equipment and vehicles for delivery, pick-up & service requests from
customers in a timely and efficient manner to effectively meet customer's
needs and expectations throughout the metro and surrounding areas.
DAVE PORTER - Sctty/Treasurer & Managing Member 2009 -Present
Dave has 30 .years of industry experience from low level field work to being.
accountable for budgeting, cost control, payroll, BCC (Sarbanes-0)ley Act)
reporting and general accounting, including supervision of 220+ employees for
two separate Regions (Southwest -AZ, CA, NV & Rocky' Mtn - CO, WY) and
now Owner of Heavy Highway Subcontracting business. Has supervise and
managed multiple locations performing work_ in a variety of areas including,
Traffic Control, Permanent Install (road and parking lot signage, Highway and
guide signs, including structures and foundations, and Guardrail); Pavement
Marking, Sales & Sign Manufacturing. Was the Project Manager for the
installation of over 40 miles of Highway road and guide signs, including
foundations, structures (cantilever, butterfly & bridge), -static signs and VMS
signs on private toll road. Worked as an Estimator for many years estimating
Traffic Control, Sign installation & Pavement Marking work. Successfully
estimating, managed and completed 3 Guardrail projects in Wyoming and 1
in Denver totaling over 60 miles.
KEY PERSONNEL DON COE - Project Manager/Scheduler
2012 -Present
SCOTT GLAZNER - Estimator/Project Manager
2011- Present
JEFF SARPY - Estimator
2014 -Present
30SH VERDONI - On-site Supervisor
2012 -Present
Both Don & Scott have over 20 Years of Industry Experience.
Jeff has over 8 years of Industry Experience, both in field and management.
Josh has over 15 years of Industry Experience in pavement markings installation
and management. He is has expertise in paint, thermoplastic, water blasting
removal and raised pavement markers. He has become our most efficient
supervisor mastering all facets of pavement markings from laboring to
running/managing projects.
Sunline Contracting currently employs 23 field employees (6 superintendents, 8
operators & 9 laborers). Vis allows us to run 4.6 field crews atone time. The
combined industry experience of -our field crews is in excess of 80 years.
AREA OF EXPERTISE Sunline specialties in providing. pavement marking, signing and guardrail services
for Lotti temporary and permanent applications for private developers, general
contractors, property managers, city_ county and state agencies meeting all federal,
state and local standards.
The company was formed in 2009.
ARIZONA STATUTORY BID BOND FOR C(lnMUCTION
PL%R ANT TO MISS 24-, 34 AND Q, ARIZONA R6VI%W St'A2T717:S
(Penalty of tbb bond Daae{ stat be fess than 10% of the bid =ow*
KNOW ALL MEN BY T115" PRFSFMS T, jlAt: Sunline Contracting, LLC
mnucinaffLr •prixipw'), as p am rvterchan`ts]GationaTSondmg nTc:—�9u'Sur
corpomdan nipnizcdand ezisdeg under dte taws of dte Sian of Iowa wim Its lioxw
oeiia in the Ciry of West Des Moines ho!ddatg t cutific= of authority to transact sway b u3:r ss In Arizona
�t:ed bytba ➢ismat orft D.*�ot of i=== panuana to Two 2o, maptrr 2. Article i, AS Sdrary, arm. bald azd
nrmfy b=w tmm Cih• of Goodyear
(Lcrelnafter 'Obliges ), is dtc swi of Tea Per= (10%) of the uL= of the bid of
Primilow> subntlaed by Fricn#W to ihr CUSee for u4-; work durribad below, far We pay.== ofwbicb sum, the
Praclpal and Surety UWd t -a Ives. ata( tbzL- hells, edmLaumors, extwors, successors and urigtnjo aiy esti.
scvtraby, luriy by.@ac prams.
WF:ERE4Z; the Pritxiial bas sab=rred a bid for
Pavement Marking Services - Installation/Removal
Solicitation Number: 184140
NOW Ti-LMEFURE, Ytae Obticm ihaB amcp ttx ptcpc5al of ft P tlpai aaa the Pr=j;oW &W c=c.- faro a ooanac:
wbh dZ Obit m :cwrdstc: with the terms of the proposd ami give the bond's and cuffeatep of inoxraace es spezioed
. a the saedatd s)>:cificatioas of Cow= Drv^+m'M with good add suffiasat safety for lbc faithful perforsaau of rte
wa rant and for the prompt pay= of labor add ==-fah f rn isbdd In dm prorcea:m of the rmu=, IF in the acdr
of the far'fare of ate Principu to corer hao the comma ant gale the book ace c:r6l9care of iamraece, if tbn Pri cipu
pays m me Ob =,fn cher= trot a aa,W ;be pc aXy of 9Z bond between the aacect sprafwd in the proposal and
A= larw aeon= for wtkb the ox sm tray in goad faith comacI with aCO- = pary m parfb® txr work arwed by
Ib -proposal mer des obF:tytdon is void. Od=wtta, k ruins Fn 11111 fora; acfcct provided, bawcirr, UW dC bard
s excuaw povirteds asrari m tha prof Seaton 34-201, Ati� nd Revisrd Stamtes, and W WIfittes on dg3 Good abau
be dacmAncd in aatbr Ucce Wkb for ptvvisiom of= section to :ba cxtcnt u if it were copied 4-r Iccgtb hccsi.
'Witt s an, hands thh I st day o: Februatry 2018
Sunline Contractin LC Merchants Nat naIB ondjn , Inc
SLJILT7 SEAL
By. By: y1/
Jeri y Th p n( -Fera)
Tit:--; r Crest Insurance Group,
AOENCY'OF RECORD
7272 E. Indian School #375, Scottsdale. AZ 85251
A DRES .
s R t t nature
ApFuas`rd by .1ju= Depara= of Admaistradoa-Effeam 9/30M
MERCI ANTSS
BONDING COMPANY..
POWER OF ATTORNEY
Know Ad Persons By These Preserts, tial MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,
both being corporations of the State of Iowa (herein collectively called the'Companiesl do hereby make.: constitute and appoint, individually,
Fkbedo J Islas; Heather J Perrin; Jeri Lynn Thompson; Margie Wager; Maria R Lucerc; Melody.J Stodldon; Michael J Mesenbrink
their true and lawful Attomey(symFact, to sign its name as wrey(ies) and to "Mule. seal and acknowledge any and all bonds, undertakings,
contracts and other written instruments in the nature thereof. on behalf of the Companies in Nee business of guaranteeing the fidelity
of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any
actions or proceedugs allowed by taw.
Thia Power-of-Attomey is granted and is signed and sealed by facsimile under and by authority m,the following By -Laws adopted by the Board
of Directors of Merchants Bonding Company (Mutualr on'Apm 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors
of Marchants National Bonding, Inc, on October 16: 2015.
-The President, Secretary, Treasurer; or any Assistant Treasurer or any Assistant Secretary or any Vete President shall havepowerand authority
to appoint Attorneys -in -Fact, and to authorize Nem to execute on behalf of the Company. and attach the seal of the Company thereto; bonds and
undertakings. recognitances, contracts of indemnify and other wrili gs obligatory in the nature thereof*
the signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney
or Certification thereof authorizing the execution and delivery of any bond, undertaking,.rectignizance, Of other suretyship otitigatbm of the
Company, and Such signature and seal when So used snap have the same force and effect as though manually fixed'
In Connection with obligations in favor of the Florida Department of Transportation only, it is agreed trial the power and aul horny hereby given to the
Adorrey4n-Fact includes any and as consents for the telease of retained percentages andfor foal estimates on engineering and construction
contracts required by (he Slate of Florida Departmem of Transportation. II s.fully understood thal.consenting to the State ofFbrida Department
of Transportation making payment of the final estimate to the Contractor - andlor its assignee, shall not relieve this surey company of any of
its obligations under its bond.
In connection with obligations o favor of the Kentucky Department of H igh"s only, 4 is agreed that the power and authority hereby given
to the Adomey-inFact cannot be modified or revoked unless prior written personal notice of such intent has been given to he Conmissioner-
Department of Highways of the Commonwealth of Kentucky at least thirty (30) days priori to the modification or revocation.
In Witness Whereol, the Companies have caused the instrument to be signed and sealed this 31st day of May . 2017
MERCHANTS BONDING COMPANY (MUTUAL)
MERCHANTS NATIONAL BONDING, INC.
By
President
�
STATE OF IOWA •.............
COUNTY OF DALLAS ss.
On this this 31st day of May 2017 before me appeared Larry -Taylor, to me penonally known; who being by me duty sworn
did Say that he is President of MERCHANTS BONDING COMPANY (MUTUAL).ard MERCHANTS NATIONAL BONDING, INC.; and that the
seals affixed to the foregoing Instrument are the Corporate Seas of the Companies; and that the said iM1Stnnnerd was signed and sealed in behalf
of the Companies vauthority of their respective Boards of Directors.
4hhn!�ts. AUCIAK.GRAM
_ Commiissron Number 767430 /
My
Commission Fires
Apri11..2020
Notary Public
(Expiration of rotary s commission
does not mv;i1rdate this instrument)
1, Wiliam Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby
certify that the above and foregoing is a true and correct copy of the POWER -0F -ATTORNEY ereculed by Said Companies, witch is still in full
force and effect and has not been amended or revoked.
In Witness Whereof, I nave hereunto set my hard and affixed the seal of the Companies on this I st day d February . 201 S -
CO
;`te,;4pPPO
�'i'.'Z •�0'eeOF 94i:y<:///-• A�
2003 ' Z' : a•'• 1933 : C: Secretary
:v. o; .s".
P0A.0018 (3117) , ......
XPO
-O- OjO:
•y'ae T•
2003 0
: y: 1933 c:
MERCHANTS BONDING COMPANY (MUTUAL)
MERCHANTS NATIONAL BONDING, INC.
By
President
�
STATE OF IOWA •.............
COUNTY OF DALLAS ss.
On this this 31st day of May 2017 before me appeared Larry -Taylor, to me penonally known; who being by me duty sworn
did Say that he is President of MERCHANTS BONDING COMPANY (MUTUAL).ard MERCHANTS NATIONAL BONDING, INC.; and that the
seals affixed to the foregoing Instrument are the Corporate Seas of the Companies; and that the said iM1Stnnnerd was signed and sealed in behalf
of the Companies vauthority of their respective Boards of Directors.
4hhn!�ts. AUCIAK.GRAM
_ Commiissron Number 767430 /
My
Commission Fires
Apri11..2020
Notary Public
(Expiration of rotary s commission
does not mv;i1rdate this instrument)
1, Wiliam Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby
certify that the above and foregoing is a true and correct copy of the POWER -0F -ATTORNEY ereculed by Said Companies, witch is still in full
force and effect and has not been amended or revoked.
In Witness Whereof, I nave hereunto set my hard and affixed the seal of the Companies on this I st day d February . 201 S -
CO
;`te,;4pPPO
�'i'.'Z •�0'eeOF 94i:y<:///-• A�
2003 ' Z' : a•'• 1933 : C: Secretary
:v. o; .s".
P0A.0018 (3117) , ......
ARIZONA STATUTORY PERFORMANCE BOND FOR CONSTRUCTION
PURSUANT TO TITLES 28, 34, AND 41, ARIZONA REVISED STATUTES
(Penalty of this bond must be.100% of the Contract Amount)
Project # 18-4140 Bond No. NAZ1649
KNOW ALL MEN BY THESE PRESENTS
That, Sunline Contracting, LLC (hereinafter. called Principal), as
Principal, and Merchants National Bonding, Inc. (hereinafter Surety), a corporation organized and
existing under the laws of the State of Iowa with its principal office in the City of Des Moines holding a
certifc,ate of.authority to transact surety business in Arizona issued by the Director of Insurance pursuant to Title 20,
Chapter 2, Article 1, as Surety. are held and firmly bound unto .City of Goodyear
(hereinafter Obligee) in the amount of One Hundred Fifty Thousand and no/100
Dollars ($150,000.00 ), for the payment whereof, Principal and Surety band themselves, and their heirs,
administrators, executors, successors and assigns, jointly and severalty, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 9th day of
April 20 18 , to construct and complete certain work described as
Paving Marking Services - Installation/Removal - annual contract
Bond tens: April 9, 2018 to April 8, 2019
Which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal faithfully performs and
fulfills all the undertakings, covenants, terms, conditions, and agreements of the contract during the original term of the
contract and any extension of the contract, with or without notice of the Surety, and during the fife of any guaranty
required under the contract, and also. performs and futfills ail the undertakings, covenants, terms, conditions, and
agreements of al duty authorized modifications of the contract that may hereafter be made, notice of which modifications
to the Surety being hereby waived, the above obligation is void. Otherwise it remains in full force and effect.
PROVIDED. HOWEVER, that this bond is executed pursuant to the provisions of Tile 34, Chapter 2, Article 2, Arizona
Revised Statutes, and all fiabifibes an this bond shall be determined in accordance with the provisions of Tile 34, Chapter
2, Article 2, Arizona Revised Statutes, to the same extent as if it were copied at length in this agreement
The prevailing party in suit on this bond shall recover as a part of his judgment such reasonable attorney fees that maybe
fixed by judge of the court
Witness our hands this 9th. day of April .20 18
Sunline Contracting, LLC Merchants National Bonding, Inc. -
Pr (Seal) Surety j, (Seal)
B ly / r�� By:
Jen nnThomp t AP day_in-Fact
Tile: PiiE 1.
Agency of Record: -
Crest Insurance Group
7272 E: Indian School Road #375
Scottsdale. AZ 85251
480-689-5295
Approved by Awwa Dep M*rn of Administratim - Effective 430192
M_ERCHANTS��
BONDING COMPANY -
POWER OF ATTORNEY
Know All persons By These Presents, mat MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC„
both being cdrpore;wns of the State of Iowa (herein collecbvey calf the •Companies') do hereby make, constitute and appoint. individually.
Fiibeno J Istas; Heather J Perin: Jeri Lynn Thompson; Margie Wager, Marra R Lucero; Melody J Stockton; Michael J Meserbrink.
thewtrueand lawful Aaomey(s1-in Fact, to sign its name as surety(res) and to execute, seal and acknowledge any and all bonds, undertakings,
contracts and other written instruments rn the nature thereof, on behalf of the Companies in their business of guaranteeing the We"
of persons, guaraNeeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any
acllom or proceedings allowed by law.
This Power-of-ALLorrey, is granted and is signed and sealed by facsimile under and by autnwty of the following Bylaws adopted by, the Board
of Directors of Merchants Bonding Company (Mutual) on Apnd 23. 2011 and amended August 14, 2015 and adopted by the Board of Dream
of Merchants National Bonding. Inc., on October 16, 2015.
"The President. Secretary. Treasurer, or any Assistant Treasurer or any Assistant Secretary or any vice President shall have power and authority
to appoint ACaneys-in-Fact, and to authorize them to ezenaae on behalf of the Comparry,and attach the seal of the Company thereto, bonds and
undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof.'
'The signature of any authorized officer and the seal of tare Company may be aRxed by facsimile or electronic transmission to any Power of Attorney
or Certification thereof autnaaig the execution and delivery of any bond, undertaking, recognizance, or other suretyship oblgatiomof the
Company, and suer signature and seal when so used snaa nave the same force and effect as though manually hued."
In connection with obligations in favor of the Florida Department of Transportation only, w is agreed that the power and aur notify hereby given to the
Attorney-rn-Fact includes any and all consents for the release of retained percentagesand/or foal estimates on engineering and constructors
contracts required by the Slate of Florida Departmlent of Transportation, It is fully understood that consenting to the State ofFlorida Department
of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of
Its Obligations under Its bond,
In connection with oblgatiom in favor of the Kentucky Department of Highways only, It is agreed that the power and authority hereby given
to the Attomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner.
Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation.
In VJliness Whereof. the Companies have caused this instrument to be signed and sealed this 31st day of
• erVOA 9'-.'f :
•z:
6'- 1933 : c;
. Y
May , 2017
MERCHANTS BONDING COMPANY (MUTUAL)
MERCHANTS NATIONAL BONDING, INC.
y
BZ� !
Presdem
STATE OF IOWA . '•••'
COUNTY OF DALLAS as
On this this 31st day of May 2017 , before me appeared Larry Taylor. to me personalty known• who bemg by me duty sworn
did say that he u President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL. BONDING, INC.: and that the
seals affixed to the foregoing instrument are the Corporate Sear, of the Companies; aro that the said instrument was signed and sealed in behalf
of the Companies by authority of their respective Boards of Directors.
AUCIA K, G RAM
0
r Commission Number 767430
t'} My Comm ss on Exp res
April 1. 2020
Notary Pudic
(Expiration of notary's commission
does not invalidate this instrument)
1, Wiliam Warner, is.. Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do herby
cemfy that the above and foregoing is a true and conetl copy of the POWER-OF-ATTORNEY executed by said Companies, which is -slid in full
force and effect aro has not been amended or revoked.
In Wi0less Whereof, I have hereunto set my hard and affised the seal of the Companies on this 9th day of April . 2018
Pt,Pq
0�6s :•O��'NPOa�q�'�
V'•. 2003 ?axe • Q. 1933 : •Y Secretary
tsi •. c.
POA 0018 (31171 '"•'
ARIZONA STATUTORY PAYMENT BOND FOR CONSTRUCTION
PURSUANT TO TITLES 28, 34. AND 41, ARIZONA REVISED STATUTES
(Penalty of this bond must be 100% of the Contract Amount)
Project # 18.4140 Bond No. W1649
KNOW ALL MEN BY THESE PRESENTS
That. Sunline Contracting. LLC (hereinafter tatted Principal), as.
Principal, and Merchants National Bonding, Inc. (hereinafter Surety), a corporation organized and
existing under the laws of the State of Iowa with its principal office in the City of Des Moines holding a
certificate of authority to transact surety business in Arizona issued by the Director of Insurance pursuant to Tifle 20,
Chapter, 2, Article 1, as Surety, are held and fumy bound unto City of Goodyear
(hereinafter Obligee) in the amount of One, Hundred Fifty Thousand and no/100
Dollars ('$150,000.00
for the payment whereof, Principal and Surety bind themselves, and their heirs,
administrators, executors, successors and assigns, jointly and severalty, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 9th day of
April , 20 18 , to construct and complete certain work described as.
Paving Marking Services - Installation/Removal - annual contract
Bond term: April 9, 2018 to April 8, 2019
Which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal promptly pays all monies
due to all persons supplying labor or materials to the Principal or the Principal's subcontractors in the prosecution of the
work provided for in the contract, this above obligation is void. Otherwise it remains in fug force and effect.
PROVIDED. HOWEVER, that this bond is executed pursuant to the provisions of Tittle 34, Chapter 2, Article 2, Arizona
Revised Statutes, and all liabilities on this bond shall be determined in accordance with the provisions of Tdle 34, Chapter
2, Article 2, Arizona Revised Statutes, to the same extent as if 0 were copied at length in this agreement.
The prevailing party in suit on this bond shag recover as a part of his judgment such reasonable attorney fees that may be
fined by a judge of the court
Witness our hands this 9th day of April .20 18
Sunline.Contracting, LLC
Principal (Seal)
By:
Tide:_0 E el
Merchants NationaI Bonding. Inc:
Sur (Sean
By: ' W1 pt LI
Jeri Lynty umTpsoAttor9 Y -in -Fact
.Agency of Record:
Crest Insurance Group
7272 E. Indian School Road #375
Scottsdale, AZ 85251
480-689-5295
Approved by Alam Departrnere of Administration — Erteaive a 300
MERCHANTS
BONDING COMPANY—
POWER OF ATTORNEY
Know An Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,
both being corporations of the State of Iowa (herein collectively called the'Companies-) do hereby make. colslau a and appoint, indivbualy.
Figbertd J Islas; Heather J Penin; Jeri Lynn Thompson; Margie Wager; Mahe R Lucero; Melody J Stockton' Michael J Mesenbrink
Neu true and lawful Attomey(sFit-Fac, to sign its name as surety(hes) and to execute, seal and admowtedge.any and an bonds..undertakings,
contracts and other written instruments in the nature thereof, on behalf -of the Companies in their business of guaranteeing the fidelity
of persons, guaranteeing the performance of mntrach and executing or guaranteeing ponds and undertakings required or permitted in any
actions a proceedings allowed by law.
This Powerof-Aoomey is granted and is signed ars Mated by facsimile under and by authorly of the following By -Laws adopted by the Board
of Directors of Merchams Bonding Company(Mutual)on April 23, 2011 ants amended August 14, 2015 and adopted by the Board of. Duaprs
e
of Merchants National Bonding, Inc., on October 18, 2015.
'The President, Secretary, Treasurer. or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have pourer andauthoriry
to appoint Aftwneys-n-Fact, and to authorize them to exerarte on hehaff M tM Company, and attach the seal of the Company thereto, bonds and
undertakings, remgn®noes, contracts of indemnity and other writings obligatory in the nature thereof:'
The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney
or Cerdfiotion ,thereof authorizing .the execution and delivery of any bond, undertaking, recognizance. or other suretyship obligations of the
Company, and such signature and seat when so used shag have the same force and effect as though manually foxed'
In connection with obligations in favor of the Florida Department of Transportation only, it is agreed trial the power and alit hoityL hereby given to the
Attoney-lot-Fact incudes any and all consents for the release ofretained percentages and/or final estimates on engineering and construction
contracts required by the State of FnorWa Department of Transportation. It is fully understood that consenting to the Sate of Florida Department'
of Transportation making payment of the .final estimate to the Contractor and/or its assignee, shag -not relieve this surety company of any of
Its obligations under its bond.
In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given
to the Attomey-inFaci cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commisiioner-
Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prom to the modification or revocation.
In NAtness Whereof, the Companies have mused this instrument to be signed and sealed tris 3tsl day of May . 2017
pt\ONq.
Ay 0.ON� �
4�pP0/Q�9
• ME�Iy yyMERCHANTS NATIONAL BONDING.
:ail -o o.o_ :ryi2 _o_ o;^•'
•z:
�`.. 2003 cZi' : y: 1933 i c: By
•• ... *..._ 7 • ' :69k,.. ...\1a•• .President
STATE OF IOWA
COUNTY OF DALLAS ss.
On this this 31st'asy of May 2017 , before me appeared Larry Taylor, to me personally known, who being by me duty sworn
did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC:; and that lire
seats affixed to the foregoing instrument are the Corporate Seats or the Compmies�. and that the said instnmhenl was signed and sealed in behalf
,of the Companies by authority of their respective Boards of Directors.
�Tws°a C AUCIA K. GRAM
i Commission Number 707430
Mq Cortin scion Exp res
airrF April 1,2020
Notary Public
Public
(Expiration of notary's commission
does not Invalidate this instrument)
1, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby
certify tai the above and foregoing is a true and collect copy of the POWER -0F -ATTORNEY executed try said Companies, which is in fun
force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the sea) of the Companies on this 91h day or April .2018 -
Pt\PONA(� : O*p...... 0 09.
: S ° 2 • a 1933 : e: Secretary
2003 c3; • y:- , ti
POA 0018 (3/17)
CERTIFICATE OF LIABILITY INSURANCE
DAm povDarrym
THIS CERTIFICATE.IS:ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER. THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED; the policy(les) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS. WAIVED; subject to the termsandConditions of the policy,. certain policies may require an endorsement. A statement on
this certificate does net Confer rlahts to the certificate holder In Ilou of such andorsamandsl-
PRODUCER
Crest Insurance Group, LLC
.5285E Williams Cir. St=_ 4500
.Tucson AZ 85711
RSURED
Sunline Contracting, LLC
820 N. 17th Ave
Phoenix AZ 85007
COVERAGES CERTIFICATE NUMBER: 1624649956 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTVMSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT - WITH RESPECT TO VMICH THIS
CERTIFICATE MAY BE ISSUED ORWMAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN ISSUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTR
TR
YP
TE OF INSURANCE.
rNxxr NUMBER
-way Y'
POLICY UP
Lours
B'
'X.. I COMMERCIALGENERALLUIBLLRY
CWMSYADE ElOCCUR
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Y
Z5,245
10212017
10212013
EACN OCCURREUC slow.000
PRENSE Ea mNlnllz 52m.m
MEDEXP(AmoMp l 510.000
PERSONAL A AW IUAJRY S 1.000,900
'GEM- AGGREjGATE LIMIT APPuES PER:
POIICYI��JPEC Flux
OBER:
GENERAL AGGREGATE IS0,006.006
PRODUCTS -CO A. SE
SI.O06000
15
8.PA�11MMOLISUARAM
AUTO
OWNED SLNEOULED
AUTOS ONLY AUTOSBODILY
ONLY X AUTOS ONLY
I
Y
v
Z ,r9
132IM17
10212013.
CONLIRNEO�ED SWGL LIMIT IS 0 0ANY
BODILY INJURY rPs pMN1nI S 1.006060
IAUURY (PvAm> q I S f006.000AUTOS
Port
IS
B
X
UMBRIULAUMS
ExCE53 uAs
X
OCCUR
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10!12913
EACMOCLURREN 35090.000
AGGREGATE 5
DED X
PETENnONS
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AND EMRCYERS' UAaaJiY YIN
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10212013
5 MEI ERµ
E.L. EACN ACOOEfJT S 1,000.000
EL.. DSEASE -EA EMPLOY S 1000,006
E DISEASE - POLICY LAW S1,=.000
DESCRIPTIONOFOP TION31LOCATIOMIVENICLES P190R0101. AO�bWRMrvlta Sc1rOWa,vuydfficManon Aww hIaaPba01
Certificate holder and others when required in a written contract Or agreement are Additional Insured (General Liability 8 Automobile UabOlty) includvg
Products Completed. :Covera gqa is Primary 8 NonContributory (General Liability). Waiver of Subrogation (General Liability, Automobile Liability 8 Workers
Compensation) applies. Thisform is subject to all policy forms. terms, endorsements, conditions definitions 8 exclusions.,
CITY OF GOODYEAR
190 N LITCHFIELD ROAD
GOODYEAR AZ 85338
ACORD 25 (2016103)
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
SUTH�0 r9:PR6ENTATNE
C,o4 A%#-Qkw
The ACORD name and logo are registered marks of ACORD
All dahts
Policy No. Z84249
ADDITIONAL INSURED - OWNERS; LESSEES OR CONTRACTORS - AUTO-
MATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH
YOU - PRIMARY AND NONCONTRIBUTORY
This endorsement modifies insurance provided under
the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
1. Section 11 - Who Is An Insured is amended to
include as an additional insured:
a. Any person or organization for whom you
are performing operations when you and
such person or organization have agreed in
writing In a contract or agreement that such
person or organization be added as addi-
tional insured on your policy; and
b. Any other person or organization you are
required to add as an additional insured.
under the contract or agreement described
in paragraph a above.
Such person or organization is an additional
insured only with respect to liability for bodily
injury, property damage or personal and ad-
vertising injury caused, in whole or in part, by:
a. Your acts or omissions; or
b. The ads or omissions of those acting on
your behalf,
in the performance of your ongoing operations
for the additional insured.
A person's or organization's status as an addl-
tional insured under this endorsement ends
when your operations for that additional insured
are completed.
2. With respect to the insurance afforded to these
additional insureds, the following additional ex-
clusions apply:
This insurance does not appy to:
CG -7194(5-13)
a. Bodily Injury, property damage or personai
and advertising injury arising out of the ren-
dering of, or the failure -to render, any pro-
fessional architectural, engineering or sur-
veying services, including:
(1) The preparing, approving or failing to
prepare or approve maps, shop
drawings, opinions, reports, surveys,
field orders, change orders or drawings
and specifications; or
(2) Supervisory, Inspection, architectural or
engineering activities:
b. Bodily injury or property damage occurring
after.
(1) All work, including. materials, parts or
equipment furnished in connection with
such work, on the project (other than
service, maintenance or repairs) to be
performed by or on behalf of the addi-
tional insured(s) at the location of the
covered operations has been complet-
ed; or
(2) That portion of your work out of which
the Injury or damage arises has been
put to its intended use by any person
or organization other than another con-
tractor or subcontractor engaged in per-
forming operations for a principal as a
part of the same project.
3. The insurance provided by this endorsement Is
primary and noncontributory.
Policy No. Z84249
ADDITIONAL INSURED - COMPLETED OPERATIONS - PRIMARY CG -7274(513)
AND NONCONTRIBUTORY AUTOMATIC STATUS WHEN REQUIRED
IN CONSTRUCTION AGREEMENT WITH YOU (OWNERS, LESSEES OR
CONTRACTORS)
This endorsement, modifies insurance provided under
the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
1. Section II - Who Is An Insured is amended to
Include as an additional insured:
a. Any person(s) or organization(s) for whom
you have performed operations if you and
such person(s) or organization(s) have
agreed in writing in a contract or agreement
that such person(s) or organization(s) be
added as an additional insured on your poli-
cy for completed operations; and
b. Any other person(s) or organization(s) you
are required to add as an additional insured
under the contract or agreement described
in paragraph a above.
Such person or organization is an additional
insured only with respect to liability, included in
the products -completed operations hazard for
bodily injury or property damage caused, in
whole or in part, by your work performed for
that additional insured at the location desig-
nated and described in the contract or agree-
ment.
2. This insurance does not apply to
a. Bodily injury or property damage which oc-
curs prior to the execution of the contract or
agreement described In item 1; or
b. Bodily injury or property• damage that oc-
curs after the time period during which the
contract or agreement described in item 1
requires you to add such person or or-
ganization onto your policy as an additional
insured for completed operations; or
c. Bodily injury or property damage arising out
of the rendering of, or the failure to render,
any professional, architectural, engineering
or surveying services, including:
(1) The preparing, approving or failing to
prepare or approve maps, shops
drawings, opinions, reports, surveys,
field orders, change orders or drawings
and specifications; or
(2) Supervisory, inspection, architectural or
engineering activities.
3. The "insurance provided by this endorsement is
primary and noncontributory.
Policy No: 284249
ADDITIONAL INSURED - AUTOMATIC STATUS WHEN REQUIRED IN
wRITTEN AGREEMENT wrrH YOU - PRIMARY
This endorsement modifies insurance provided under
the following:
BUSINESS AUTO COVERAGE FORM
GARAGE COVERAGE FORM
MOTOR CARRIER COVERAGE FORM.
1. Who Is an Insured under Section II Liability
Coverage is amended to include any person .or or-
ganization with whom you have agreed in writing in
a contract or .agreement that such person or or-
ganization be added as an additional insured on
your policy. Such persons or organizations are addi-
tional insureds only with respect to liability arising
CA -7214(10.98)
out of operations performed for the additional in-
sured by you.
2. The coverage provided by this endorsement will
be primary and noncontributory with respect to any
other coverage available to the additional insured.
3. The Limits of Insurance applicable -to the addi-
tional insured are those specified in the written con-
tract or agreement or in the Declarations for this
Coverage Form, whichever is less. These Limits of
Insurance are inclusive and not in addition to the
Limits of Insurance shown In the' Declarations.
Policy No. Z84249
ACUITY ENHANCEMENTS -GENERAL LIABILITY
This endorsement modifies insurance provided under
the following:
COMMERCIAL GENERAL LIABILITY COVERAGE FORM
A. Extended Non -Owned Watercraft
Exclusion g Exception (2)(a) of Coverage A -
Bodily Injury and Property Damage Liability is
replaced by the following:
(a) Less than 51 feet long; and
B. Increased Bail Bond Amount
The limit shown in paragraph lb of Supplemen-
tary Payments - Coverages A and B is in-
creased to $1,000.
C. Increased Reasonable Expenses incurred by
the Insured
The Iim@.shown in paragraph'1d of Supplemen-
tary Payments - Coverages A and B Is in-
creased to $350.
0. Newly Acquired Organizations
Item 3a of. Section II - Who Is An Insured is
replaced by the following:
a. Coverage under this provision is afforded
only.urttil the 180th day after you acquire or
forth the organization or the end. of the
policy period, whichever its earlier;
E. Tenants Legal Liability
Paragraphs (1); (3) and (4) of the Damage to
Property Exclusion under Section.) - Coverages
do not apply to property damage (other than
damage by fire) to premises; including the con-
tents of such premises, rented to you for a
period of 8 or more consecutive days.
The most we will pay under this coverage for
damages because of property damage to any
one premises is $10;000. A $250 deductible
applies.
F. Knowledge of Claim or Suit
The following, is added to paragraph 2, Duties
In the Event of Occurrence, Offense, Claim or
Suit of Section IV - Commercial General Liabil-
ity Conditions:
Knowledge of an occurrence, claim or suit by
your agent, servant or employee shall not in
itself constitute knowledge of the Named In-
sured unless an officer of, the Named Insured
has received such notice from'the agent, ser-
vant or employee.
G. Unlntentional'Fallure to Disclose Hazard
The following is added to the Representations
Condition under Section N - Commercial Gen-
eral Liability Conditions:
Based on our dependence upon your repre-
sentations as to existing hazards, If unintention-
ally you should fail to disclose all such hazards
CG7301(11.14)
at the Inception date of your policy, we will not
reject coverage under this policy based solely
on such failure.
H. Waiver of Subrogation for WrittenContracts
The following is added to the Transfer of Rights
of Recovery Against Others to Us Condition
under Section 'IV- Commercial General Liability
Conditions:
We waive any right of recovery we may have
against a person or organization because of
payments we make for Injury or damage arising
out of your ongoing operations or your work
done under a contract with that person or or-
ganization and included in the products -com-
pleted operations haiard. The waiver applies
only to a person ovorganization with whom you
have a written contract of agreement in which
you are required to waive rights of recovery
under this policy. Such contract or agreement
must have been executed prior to the occur-
rence causing injury or damage.
1. Liberalization
The following is added to Section IV - Commer-
cial General Liability Conditions:
If we adopt any revision that would broaden the
coverage under this policy without additional
premium within 45 days prior to or during the
policy period, the broadened coverage will im-
mediately apply to this policy.
J. Broadened Bodily Injury
The Definition of. Bodily Injury is amended to
include mental anguish.
K. Electronic Data Liability
(ca<aawd � pax)
Exclusion 2q of Coverage:A -Bodily Injury
And Property Damage Liability In Section I -
Coverages is replaced by the following:
2. Exclusions
This insurance does not apply to;
q. Access Or Disclosure Of Confi-
dential Or Personal Information
And Data -related Liability
Damages arising out of
(1) Any access to or disclosure of
any person's or organization's
confidential or personal infor-
mation, including patents,
trade secrets, processing
methods, customer lists, finan-
cial information, credit card in-
formation, health information
or any other type of nonpublic
information; or
(2) The loss of, loss of use of,
damage to, corruption of, in-
ability to access, or inability to
manipulate electronic data that
does not result from physical
injury to tangible property.
This exclusion applies even if dam-
ages are claimed for notification
costs, credit .monitoring -expenses,
forensic expenses, public relations
expenses or any other loss, cost or
expense incurred by you or others
arising out of that which is de-
scribed in paragraph (1) or (2)
above.
However, unless paragraph (1)
above applies, this exclusion does
riot apply to damages because of
bodily injury.
2. The following paragraph is added to Section
III r Limits of Insurance:
Subject to paragraph 5 above, $10,000 is
the most we will pay under Coverage A for
property damage because of all loss of
electronic data arising out of any one occur-
rence.
3. The following definition is added to Section
V - Definitions:
'Electronic data" means information, fads
or programs stored as or on, created or
used on, or transmitted to or from computer
software (including systems and application
software), hard or floppy disks, CD-ROMS,
tapes, drives, cells; data processing devices
or any other media which are -used with
electronically controlled equipment.
4. For the purposes of this coverage, the defi-
nition of property damage" in Section V -
Defuiitions.is replaced by the following:
"Property damage" means:
a. Physical injury to tangible property, in-
ctuding,ell resulting loss of use of that
property. All such loss of use shall be
deemed to occur at the time of the
physical injury that caused it;
b. Loss of use of tangible property that is
not physically injured. All such loss of
use shall be deemed to occur at the time
of the occurrence that caused. it; or
c. Loss of, loss of use of, damage to,
corruption of, inability to access,.or in-
ability to properly manipulate electronic
data, resulting from physical injury to
tangible property. AD such loss of elec-
tronic data stiati-be deemed to occur at
the time of the occurrence that caused
it.
For the purposes of this coverage, elec-
tronic data Is not tangible property.
L. Employee Benefits Liability Coverage
1: The following is added to Section I - Cov-
erages:
(C=m Wed inn fie)
Insuring Agreement
a. We will pay those sums that the in-
sured becomes legally obligated to pay
as damages because of any act, error
or omission, of the insured, or of any
other person for whose acts the insured
is legally liable, to which this coverage
applies. We will have the right and duty
to defend the Insured against any suit
seeking those damages. However, we
will have -no duty to defend the insured
against any suit seeking damages to
which this nnverage rine, nnl apply. We
may, at our discretion, investigate any
report of an act, error or•omission and
settle any claim or suit that may result.
But
(1) The amount we will pay for darn-
ages
artyages is limited as described in
paragraph 5 of this coverage; and
(2) Our right and duty. to defend ends
when we have used up the applica-
ble limit of insurance in the payment
of judgments or settlements.
No other obligation or liability to pay
sums or perform ads or services is
covered unless explicitly provided for
under Supplementary Payments.
b. This coverage applies to damages only
(1) The ad, error or omission, is negli-
gently committed in the administra-
tion of your employee benefit pro-
gram:
(2) The ad, error or omission, did not
take place before the original incep-
tion date of this coverage nor after
the end of the policy period; and
(3) A claim for damages; because of an
ad, error or omission„is first made
against any insured, in accordance
with paragraph c below, during the
policy period or an Extended Report-
ing Period we provide under para-
graph 6 of this coverage.
c. A claim seeking damages will be
deemed to have been made at the ear-
lier of the following times:
(1) When notice of such daim'is re-
ceived and recorded by any Insured
or by us, whichever cones first; or
(2) When we make settlement in ac-
cordance with paragraph a above.
A claim received and recorded by the
(continued n Pape)
insured within 60 days after the end of
tial security or disability benefits law or
the policy period will be considered to
any similar law.
have been received within the policy
g. ERISA
period, if no subsequent policy is avail-
able to cover the claim.
Damagesfor which any Insured is liable
d.
All claims for damages made by an
because of liability imposed on a,fidu-
employee
employee because of any ad, error or
clary by the Employee Retirement In -
Security Act of 1974, as now or
omission, or a series of related acts,
hereafter amended, or by any similar
errors or omissions. including damages
federal, state or local laws.
claimed by such employee's depen-
dents and beneficiaries, will be deemed
h. Available Benefits
to have been made at the time the first
Any claim for benefits to the extent that
of those claims is made against any
such benefits are available, with rea-
insured.
sonable effort and cooperation of the
Exclusions
insured, from the applicable funds ac -
This
coverage does not appy to:
c rued or other collectible insurance.
a.
Dishonest, Fraudulent, Criminal Or
L Taxes, Fines Or Penalties
Malicious Act
Taxes, fines or., penalties, including
Damages arising out of any intentional,
those imposedunder the Internal Rev-
dishonest, fraudulent, criminal or mali-
enue Coda or any similar state or local
law.
law.
cious act, error or omission, committed
by any Insured, including the willful or
J. Employment -Related Practices
reckless violation of any statute.
Damages arising out of wrongful ter -
b.
Bodily Injury, Property Damage, Or
urination of employment, discrimination,
Personal And Advertising Injury
or other employment-related practices.
Bodily injury, property damage or per-
2. For the purposes of the coverage provided:
sonal and advertising injury.
a. All references to Supplementary Pay -
c.
Failure To Perforin A Contract
ments - Coverages A and B are re -
Damages arising out of failure of perfor-
pieced by Supplementary Payments -
Coverages A. B and Employee Benefits
mance of contract by any insurer.
Liability:
d.
Insufficiency Of Funds
b... Paragraphs lb and 2 of -the Supplemen-
Damages arising out of an insufficiency
tary Payments provision do not appy.
of funds to meet any obligations under
u 3. For the
purposes of the coverage provided,
any plan included in the employee
Paragraphs 2 and 3 Section II -Who is
benefit program.
An Insured are replaced by the following:
e.
Inadequacy Of Performance Of In.
2. Each of the following is also an insured:
vestment/Advice Given With Respect
To Participation
a. Each of your employees who is or
Any claim based upon:
was authorized to administer your
employee benefit program.
(i) Failure of any investment to per-
b. Any persons, organizations or em-
fo�;
ployees having proper temporary
(2) Errors in providing information on
authorization to administer, your
past performance of investment ve-
employee benefit program. H you
hides; or
die, but only until your legal repre-
(3) Advice given to any person with
sentative is appointed.
respect to that person's decision to
c. Your legal representative if you die,
participate or not to participate in
but only with respect to dudes as
any plan included in -the employee
such. That representative will have
benefit program.
all your rights and dudes under this
I.
Workers' Compensation And Similar
coverage.
Laws
3. Any organization you newly acquire or
Any daim arising out of your failure to
form. other than a partnership, joint ven:
comply with the mandatory provisions
lure or limited,liability company, and over
of any workers' compensation, unem-
which you maintain ownership or majority
ployment compensation insurance, so-
interest; will quality as a Named Insured if
no other similar insurance applies to that
(continued n Pape)
organization. However
ginning of the policy period shown in the
a. Coverage under this provision is af-
Declarations of the policy to which this cov-
forded only untilthe'90th day after
erage is attached, unless the policy period
you acquire or form the organize-
is extended after issuance for an additional
tion or the" end of the policy period„
period of less than 12 months. In that case,
whichever is earlier.
the additional-pertod will be deemed part of
the last preceding period for purposes of
b. Coverage under this provision rices
determining the Limits Of Insurance.
nota pply to any act, error or orris-
sion that was committed before you
Deductible
acquired or formed the organza-
a. Our obligation to pay damages on be -
tion.
half of the Insured applies only to the
4. For the purposes,of the coverage provided,
amount of damages in excess of the
Section III - Limits Of Insurance is replaced
deductible amount stated in a below as
by the following:
applicable to Each Employee. The limits
of insurance shall not be reduced by
Limits Of insurance
the amount of this deductible.
a. The Limits of Insuiance shown in d be-
b. The deductible amount stated in a be-
low and the rules below fix the most we
low applies to all damages sustained by
will pay regardless of the number of:
any one employee, _including such em-
(1) Insureds;
ployee's dependents and beneficiaries,
(2) Claims made or suits brought;
because of all ads, errors or omissions
to which this coverage applies.
(3) Persons or organizations making
claims or bnngingsaits;
c. The terns of this coverage; including
g
triose with respect to:
(4) Ads, errors or omissions; or
(1 p Our right and duty to defend any
(5) 'Benefits included in your employee
suits seeking those damages; and
benefit program.
(2) Your duties, and the dirties of any
b. The Aggregate Limit is the most we will
other involved insured, in the event
pay for all damages because of ads,
of an act, arra or .omission, or
errors or omissions negligently commit-
claim
ted In the administration of your am-
ployes benefit program.
apply irrespective of the application of
the deductible amount.
c. Subject to the Aggregate Limit, the
Each Employee Limit is the most,we
d. We may pay any part or all of the
will pay for all damages sustained by
deductible amount to effect settlement
any one employee, including damages
of any claim or suit and, upon notifica-
sustained by such employee's depen-
tion of the action taken, you shall prom -
dents and beneficiaries, as a result of.
ptly reimburse .us for such part of the
deductible amount as we have paid.
(1) An ad, error or omission; or
e. Deductible
(2) series of related ads, errors or
omissions
Each Employee Deductible: $1,000
omissions
negligently committed In the administra-
5. For the purposes of the coverage provided,
tion of your employee benefit program.
Conditions 2 and 4of Section IV - Con-
ditions are replaced by the following:
However, the amount paid under this
coverage shall not exceed; and will be
2. Duties In The Event Of An Act, Error
subject to, the finite and restrictions
Or Omission, Or Claim Or Suit
that apply to the payment of benefits in
a. You must see to it that we are
any plan included in the employee
notified as soon as practicable of
benefit program.
an act, error or omission which
d. Limits of Insurance
may result -in a claim. To the extent
possible, notice should include:
Each Employee Limit: $250,000
(1) What the act, error or omis-
Aggregate Limit. $250,000
Mon was and when it oc-
The Limits of Insurance of this coverage
cured; and
apply separately to each consecutive air
(2) The names and addresses of
nual,period and to any remaining period of
anyone who may suffer dam -
less than 12 months., starting with the be-
ages as a result of the ad,
ttomined rc MGem
error or omission.
that is effective prior to the
b. If a.claim is made or suit is brought
beginning- of the policy period
against any Insured, you must:
shown in the Declarations of
this insurance and that applies
(1) Immediately record the specif-
to an act, error or omission on
ics of the claim or suit and the
other than a claims-made ba-
date received; and
sis, if the other insurance has
(2) .Notify us as soon as practica-
a policy period which contin-
ble:
ues after the original inception
c. You and any other involved insured
date of this coverage.
must:
(2)
When this coverage is excess,
(1) Immediately send us copies of
we will have no duty to defend
any demands, notices, sum-
the insured against any suit if
monses or legal papers re-
any other insurer has a•duty
ceived In connection with the
to defend the insured against
clairn or suit;
that suit. If no other insurer
defends, we will undertake to
(2) Authorize us to obtain records
do so, but we will be entitled
and other information;
to the insured's rights against
(3) Cooperate with us in the in-
all those other insurers.
vestigation or settlement of
(3)
When this coverage is excess
the claim or defense against
over other Insurance, we will
the suit; and
pay only our share of the
(4) Assist us, upon our request,-in
amount of the loss, if any, that
the enforcement of any right
exceeds the sum of the total
against any person or organi-
amount.thal all such other in-
zation which may be liable to
surance would pay for the loss
the insured because of an act,
in ,absence of this coverage;
error or omission to which this
and. the total. of all deductible
coverage may also apply.
and self-insured amounts un-
der all that other insurance.
d. No insured will, except et that in-
sured's own cost, voluntarily make
(4)
We will share the remaining
a • payment, assume any obligation
loss, if any, with any other in-
or incur any expense without our
surance that is not described
consent:
in this Excess Insurance prove-
s. The requirements to notify us can
requirementsbe
sion and was not bought iipe-
cifigto apply (n excess of
satisfied by notifying our agent.
the Limits of Insurance shown
i
Notice can be by any means of
in paragraph Sit of this cov-
communication.
erage.
4. Other insurance
If other valid and collectible insurance
is available to the insured for a loss we
cover under this coverage, our obliga-
tions are limited as follows:
a. Primary Insurance
This coverage is primary except
when paragraph.b below applies. If
this coverage is primary, our obliga-
tions are not affected unless any of
the other insurance is also primary.
Then, we will share with all that other
insurance by the method described
in paragraph c below.
b. Excess Insurance
(1) This coverage is excess over
any of the other insurance,
whether primary, excess, con-
tingent or on any other basis
(rons.ma ro 1 page)
c. Method Of Sharing
If all of the other insurance permits
contribution by equal shares, we
will follow this method also. Under
this approach each insurer contri-
butes equal amounts until it has
paid .its applicable Limit of Insur-
ance or none of the,loss remains;
whichever comes first.
If any of the other insurance does
not permit contribution by equal
shares, we will contribute by limits.
Under this method, ,each insurers
share is based on the ratio of its
applicable Limits of Insurance to
the total applicable Limits of Insur-
ance of all insurers.
S. For the purposes of the coverage provided,
the following Extended Reporting Period
provisions are added, or, 0 this coverage is
attached to a claims-rimade Coverage Part,
replaces any similar Section in that Cev-
erage Part:
EXTENDED REPORTING PERIOD
a. You will have the right to purchase an
Extended Reporting Period, as de-
scribed belowjf:
(1) This coverage is canceled or not
renewed; or
(2) We renew, or replace this coverage
.with insurance that:
(a) Has an inception date later
than the original inception
date of this coverage; or
(b) Does not. apply to an act, er-
ror or omission on a claims -
made basis.
b. The Extended Reporting Period does
not extend the policy period or change
the scope of coverage provided. It ap-
plies only to claims for acts, errors or
omissions that were first committed be-
fore the end of the policy period but not
before the original inception date of this
coverage. Once in effect, the Extended
Reporting Period may not be canceled.
c. M Extended Reporting Period of five
years is available, but only by an en-
dorsement and for an extra charge.
You must give us a written request for
the . endorsement within 60 days after
the and of the policy period. The Ex-
tended Reporting Period will not go into
effect unless you pay the additional
premium promptly when due.
We will determine the additional pre-
mium in accordance with our rules and
rales. In doing so, we may take into
account the following:
(1) The employee -benefit programs in-
sured;
(2) Previous types and amounts of in-
surance;
(3) Limits of insurance available under
.this coverage for future payment of
damages; and
(4) Other related factors.
The additional premium will not exceed
5100.
The Extended Reporting Period en-
dorsement applicable to this ooverage
shall set forth the terns, not Inconsis-
tent with this Section; applicable to the
Extended Reporting Period, including a
provision to the effect that die coverage
(midlnued rod page)
afforded for claims first received during
such period is excess over any other
valid and collectible insurance available
under policies in force after the Ex-
tended Reporting Period starts.
d. If the Extended Reporting Period is in
effect, we will provide an extended re-
porting period aggregate gmlt of insur-
ance described below,. but only for
claims first.received and recorded dur-
ing the Extended Reporting Period.
The extended reporting period aggreg-
gate limit of insurance -will be equal to
the dollar amount shown In paragraph
5d of this coverage under Limits of In-
surance.
Paragraph 5b of. this coverage will be
amended accordingly. The Each Em-
ployee Limit shown in paragraph 5d will
then continue to apply as set forth in
paragraph 5c.
7. For the purposes of the coverage provided,
the following definitions are added to the
Definitions Section:
a. Administration' means:
(1) Providing information to employees,
Including their dependents and
beneficiaries, with respect to eligi-
bility for or scope of employee
benefit programs;
(2) Handling records in connection with
the employee benefit program; or
(3) Effecting, continuing or terminating
any employee's participation in any
benefit included in the employee
benefit- program.
However, administration does not in-
clude handling payroll deductions.
b. 'Cafeteiia plans' means plans autho-
rized by applicable taw to allow employ-
ees to elect to,pay for certain benefits
with pre-tax dollars.
c- 'Claim' means any demand, or suit,
made by an employee or an employ-
ee's -dependents and beneficiaries, for
damages as the result of an 'act. error,
or omission.
d. 'Employee benefit program' means a
program providing some or all of. the
following benefits to employees, wheth-
er provided through a cafeteria plan or
otherwise:
(1) Group life Insurance; . group acci-
dent or health insurance; dental, vi-
sion and hearing plans: and flexible
spending accounts; provided that
no one other than an employee
may subscribe to such benefits and
such benefits are made, generally
available to those employees who
satisfy the plan's eligibility require-
ments;
(2) Profit sharing plans„employee sav-
ings plans, employee stock owner-
ship plans, pension plans and stock
subscription plans, provided that no
one other than an employee may
subscribe to such benefits and
such benefits are made generally
available to all employees who are
eligible under the plan for such
benefits;
(3) Unemployment insurance, social
security :benefits, workers' compen-
sation and disability benefits;
(4) Vacation plans, including buy and
sell programs; leave of. absence
programs, including military; mater-
nity, family, and civil leave; tuition
assistance plans; transportation
and health dub subsidies; and
(5) Any other similar benefits added
thereto by endorsement.
8. For the purposes of the coverage provided,
the following Definitions in the Definitions
Section are replaced by the following:
a. Employee” means a person actively
employed, formerly employed, on leave
of absence or disabled, orrefired. Em-
ployee includes a leased worker. Em-
ployee does not include a temporary
worker.
b. "Suit" means a civilproceeding in which
damages because of an act, error or
omission to which this coverage applies
are alleged. Suit incudes:
(1) An arbitration proceeding in which
such damages are claimed and to
which the insured must submit or
does submit with our consent; or
(2) Any other alternative dispute reso-
tution proceeding in which such
damages are claimed and to which
the insured submits with our con-
sent..
M._ Voluntary Property Damage
1. Nth respect to the'insurance provided un-
der this coverage, paragraph 2 Exclusions
of. Coverage. A Bodily Injury and Property
Damage Liability under Section I - Cov-
erages is modified as followed:
a. Exclusion 2j(4) is replaced by the fol-
lowing:
(4) Personal property of others:
(a) Held by the insured for servic-
ing, repair, storage or sale at
premises owned, occupied or
rented to the insured.
(b) Caused by the ownership,
maintenance, use, 'loading or
unloading of any auto, water-
craft or transportation of prop-
erty by any means.
b. Exclusion 2j(5) is deleted.
2: The insurance. provided by this coverage is
subject to the'foilowing provisions:
a. We will pay for property damage at
your request even if you are not legally
liable, if it is otherwise subject to this
coverage.
b. Property damage does not include loss
of use if personal property of others is
not physically injured.
c. Limits
The most we will pay for an occurrence
under this coverage is $2,500.
The most we will pay for the sum of all
amounts paid under this coverage is an
aggregate of $2,500:
The General Aggregate Limit and Each
Occurrence Limit under, Section III -
Umits,of Insurance do not apply to the
insurance provided under this coverage.
d. Settlement
If you make any repairs to damaged
property, at our request, we will pay the
larger of your actual cost or 75% of
your usual charge for the necessary la-
bor and materials. Any property paid for
or replaced by us may become our
property at our option. Any payment
made under this coverage shall not be
interpreted as an admission of liability
by the insured or the company.:
e. Deductible
Our obligation to pay for a covered loss
applies only to the amount of loss in
excess of $200.
I. Other Insurance
The insurance provided by this cover-
age Is excess over any other insurance
carried by the insured which applies to
a loss covered by this coverage.
N. Increased Limits. of Insurance
(0m iwea =r pace)
1. The General Aggregate Limit is increased
to three times the Each Occurrence.UmiL
2. The Products -Completed Operations Aggre-
gate Limit is increased to three times the
Each Occurrence Limit.
3. The Damage To Premises Rented To You The Limits of Insurance shown here do not
Limit.is.increased to $250,000. replace and are not in -addition to the Limits of
4. The Medical Expense Limit is Increased to Insurance shown in the, Declarations:
$10,000.
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 0313
(Ed. 4.84)
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
We have the fight to reouver-our payments from anyone liable for an injury covered by this policy. We will not enforce
our right against the person or organization, named in the Schedule. (This agreement applies only to the extent that
you perform work under a written contract that requires you to obtain this agreement IMMUS.)
This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
Any person or organization with whom you have entered into a written contract, a condition of which requires you to obtain
this Waiverfrom us.
This endorsement changes the poky to which it is attached and is effective on the date issued unless otherwise stated.
_ (Tho Information below Is required only when this endorsement is Issued subsequent to preparation of the policy.)
Endorsement Effective 10/21f2017 Policy No. AMWC243302 .Endorsement No.
insured Sunllne Contracting LLC Premium S
Insurance Company American Mining insurance Company
Countersigned by
WC 00 03 13
(Ed: 4-84)
0 1933 NalCnal Cou1Kn on Cnmpamanen In�.
Policy No. Z84249
ACUITY ENHANCEMENTS -BUSINESS AUTO
CA4255(10-16)
This endorsement modifies Insurance provided under
D.
Fellow Employee Coverage
the following:
The Fellow Employee Exclusion contained in
BUSINESS AUTO COVERAGE FORM
Section II - Liability Coverage does not apply.
MOTOR CARRIER COVERAGE FORM
E.
Towing for Covered Autos after Covered
A. Temporary Substitute Vehicle Physical Dam-
Losses
age
The following is added to paragraph A4 Cov-
The following is added to item C Certain Trail-
erage Extensions of Section 111 - Physical Dam-
ers, Mobile Equipment and Temporary Substi-
age Coverage in the Business Auto Coverage
tute Autos. under SectionI - Covered Autos:
Forth and to paragraph A4 Coverage Extension
under Section IV - Physical Damage Coverage
If Physical Damage Coverage is provided by
mageForm,
in the Motor Carrier Coverage Forth and the
this Coverage. any auto you not own
Towing Coverage endorsement, 'rf it applies to
w
while used with permission of its owner.as a
Your policy:
temporary substitute for a covered auto
.you
own.thal is out of servicebecause of its break-
If a covered loss to a covered auto renders the
down, repair, servicing, loss or destruction is a
vehicle undriveable, we will pay for reasonable
covered auto for Physical Damage Coverage.
and necessary costs to :taw the vehicle to the
nearest service or salvage facility. This cov-
B. Who Is an Insured
erage only applies -to a covered auto insured
The following are added to Who Is an Insured
for Comprehensive or Collision coverage. Such
under Section 11 - Liability Coverage:
payments will not reduce the limits of insurance
1. Newly Acquired Organizations
described in C Limit of Insurance.
Any organization you newly acquire or form,
F.
Transportation Expenses
other than a partnership. Joint venture or
The 'Transportation"Expenses Coverage Exten-
limited liability company, and over which
sion is replaced by the following:
you maintain ownership or majority interest,
We will also pay up to $75 per day to a maximum
will qualify as a Named Insured if there is
of $1,500 for temporary transportation expense
no other similar insurance available to that
incurred by you because of the total theft of a
organization. However:
covered auto of the private passenger or light
a. Coverage under this provision Is afforded
truck type. Wewill pay only for those covered
only until the 180th, day after you acquire
autos for which you carry either Comprehensive
or forth the organization or the end of the
or Specified Causes of Loss Coverage. We will
policy period, whichever is earlier,
pay for temporary transportation expenses in -
b. This coverage does not apply to bodily
curred during the period beginning 48 hours after
the theft and ending, regardless: of the policy's
injury or property damage that occurred
before you acquired Orf at the ed
expiration, when the covered auto is returned to
ganization;
use or we pay for its loss.
c. No person or organization is an insured
G.
Increased Sub4imit for Audio, Visual and
with respect to the conduct of any cur-
Data Electronic Equipment Coverage
rent or past partnership, joint -venture or
The sub -limit shown in paragraph C2 of the
limited liability company that is not
Limit of Insurance 'Provision of Section III -
slown as a Named Insured In the Dec,
Physical Damage .Coverage in the Business
larations.
Auto Coverage Form is increased to $3,000.
2. Employees as Insureds
H.
The following are added to Coverage Extensions
urider Section III - Physical Damage Coverage in
Any employee of yours is an insured while
the Business Auto Coverage Form and to Sec -
using a covered auto you do not own, hire
tion -Physical Damage Coverage in the Motor
or in your business or your personal
ie
Carrier Coverage Form:
affairs.
1. Accidental Airbag Discharge
C. Increased Supplementary Payments
We will pay to replace an airbag that de -
11. The limit shown in paragraph A2a(2) of
ploys .without the car being involved in an
Section 11 - Liability Coverage is increased
accident. This coverage applies only. to a
to,$3,000.
covered auto which you own.
2. The limit shown in paragraph A2a(4) of
2. Loan/Lease Gap Coverage
Section II - Liability Coverage is increased
to $300.
In the event of a total loss to a covered
auto of the private passenger or light truck
CA -7255(10=16) (wnmueo� page)
type, we will pay any unpaid amount due
(1) The number of days reasonably ne-
on the lease or loan, less:
quhed to repair or replace the cov-
a. The amount paid under the Physical
ered auto. If loss is caused by
Damage Coverage Section of the poli-
theft, this number of, days is added
cy; and
to the number of days it takes to
,b. Any:
locate the covered auto and return
it to you.
(1) Overdue lease/loan payments at
(2) 30 days.
the time of the loss;
(2) Financial penalties imposed under
d. Our payment is limited to the lesser of
the following amounts:
a lease for excessive use, abnor-
mal wear and tear or high mileage;
(1) Necessary and actual expenses in-
(3) Security deposits not returned by
cured.
the lessor;
(2) $75 per day to a maximum of
$1;500.
(4) Costs for extended warranties,
Credit Life insurance, Heahm, Ac-
e. This =:erage does not appy while
cident or Disability Insurance pur-
there are spare or reserve autos avail-
chased with the loan or lease; and
able to you for -your operations.
(5) Carry-overbalances from previous
L N. loss resuits from the total theft of a
loans or leases.
covered auto to which this extension
erage
elunt
paynyour�rentis taal
3. Hired Auto Physical Damage Coverage
only that a oplies,
of reim-
If hued autos are covered autos for Liability
bursement expenses which is not al-
Coverage, then the Physical Damage Cov-
ready provided for under the Physical
erages provided under this Coverage Form
Damage Coverage Extensions.
for any auto you own are extended to autos
g. The Rental Reimbursement Coverage
of the private passenger or light truck type
described above does not apply to a cov-
which you lease, hire, rent or borrow for a
ered auto that is described or designated
period of 30 days or less, subject to the
as a covered auto an Rental Reimburse-
following limit.
ment (;overage Fortis CA79923F.
The most we will pay underthis extension is
5. Fire Extinguisher Recharge
.the lesser of the actual cash value, the cost of
repair or $50,000, minus a deductible. The
We will pay the actual cost of recharging or
deductible will be equal to the largest deduct-
replacing, whichever is less, fire extinguish-
ible applicable to any owned auto of the pri-
ers kept in your covered auto that are inten-
vate passenger or light truck type for that
tionally discharged in an attempt to extin-
coverage. Subject to the above limit, deduct-
guish a fire.
ible and excess provisions, we will provide
6. Rental Reimbursement, Business Income
coverage equal to the broadest coverage ap-
and Extra Expense Coverage
plicable.to any covered auto you own of the
Limits
private passenger or light buck type.
4. Rental Reimbursement Coverage for Pri-
The most we will pay for all foss each
covered auto involved in any one accident for
vate Passenger Vehicles or Light Trucks
Rental Reimbursement, Business Income.
a. This coverage applies only to a covered
and Extra Expense combined is $10,000.
auto of the private passenger or light
Coverage
truck type.
b. We will pay for rental reimbursement
a. Rental Reimbursement Coverage
expenses incurred by you for the rental
(1) We will pay for expenses incurred
of an auto because of a covered mss to
by you during the period ofrestoia-
an auto to which this extension applies.
tion for the rental of an auto made
Payment applies in addition to the oth-
necessary because of a covered
erwise applicable amount of each cov-
loss to a covered auto used in your
erage you have on a covered auto. No
business. The mss must be caused
deductibles apply to this coverage.
by ,a cause of loss covered under
a We will pay only for those expenses in-
item At of Physical Damage Cov-
erage in this Coverage Part.
curred during the policy period beginning
24hours after the lass and ending, re-
(2) This Recital Reimbursement Cover-
gardless of the policy's expiration, with
age does not appy to a covered
the lesser of the following number of days:
auto of the private passenger or
(03Mhnd and papal
light truck type because coverage
for these vehicles is provided in
item 4 of this endorsement.
b. Business Intone and Extra Expense
Coverage
(1) Business Income Coverage
(a) Actual Loss Sustained Cover-
age - We will pay the actual
loss of business income sus-
tained by you as the result of
the necessary suspension of
your business during the pe-
riod of restoration due to a
loss to a covered auto used in
your business. The loss must
be caused by a cause of toss
covered under item Al of
Physical Damage Coverage in
this Coverage Part.
(b) Specified Amount per Day
Coverage -.At your, option, we
will pay up to $250 per day for
a maximum of seven days
during the period of restore -
tion -for income loss. The loss
must be caused by a cause of
loss covered under item Al of
Physical Damage Coverage in
this Coverage Part.
(2) Extra Expense Coverage
We will pay thenecessary and rea-
sonable extra expenses that you in-
cur during the period of restoration
that you would not have incurred
had there been no loss to a cov-
ered auto used in your business.
The loss must be caused by a
cause of loss covered under Rem
All of Physical Damage' Coverage
in this Coverage Part:
Conditions
a: Any -payment for Business Income
made under specified Amount per Day
Coverage reduces the payment we
make under -any other coverages listed
in extension 6.
f. We will not pay for loss or expenses
caused by suspension, lapse or can-
cellation of any license, lease or Con-
tract. But if the .suspension, lapse or
cancellation is directly caused by the
suspension, of your business. we will
cover such loss that affects your busi-
ness Income.
g. We will pay for expenses you incur to
reduce the amount that would other-
wise -have been payable under this cov-
erage. We will not pay more than the
amount by which you actually reduce
the business income loss or extra ex-
pense incurred,
7- Fuel In Vehicle Coverage
We will also pay, with respect to a covered
loss, the actual loss sustained for the loss
to the fuel used, to operate your vehicle but
only with respect to a covered auto. You
must provide .documentation supporting
your claim for damages.
Deductible
A deductible applies to this coverage. Refer
to paragraph N Deductible Applicable to
Fuel in Vehicle, Miscellaneous Equipment
Used With Covered Vehicle Coverages, and
Electronic Logging Devices or Electronic
On -Board Recorders Coverages.
8. Miscellaneous Equipment Used With
Covered Vehicle Coverage
We will also pay, with.respect to a covered
toss, the actual cash value, repair.cost or
replacement cost, whichever is less, for loss
to your miscellaneous equipment but only
with respect to a covered auto:
Exclusions
We will not pay for loss caused by:
a. Theft; unless there are visible signs or
marks of forcible entry into the covered
auto and the theft is reported to law
enforcement authorities; or
b. Mysterious disappearance.
Deductible
A deductible applies to this coverage. Refer
b. No .other deductible applies to these to paragraph N Deductible Applicable to
coverages. Fuel in Vehicle, Miscellaneous Equipment
c. We will not pay under these coverages Used With Covered Vehicle Coverages, and
if you do not repair or replace the cov- Electronic Logging Devices or Electronic
ered auto. On -Board Recorders Coverages.
d. You must resume all or part of your 9- Electronic Logging Devices or Electronic
business as quickly as possible. On -Board Recorders '
s. If you have other autos you can use to We will also pay, with respect to a covered
reduce the amount of loss payable un- loss. up to $3.000 for the actual loss sus -
der these coverages, you are required tained to an electronic on -board recorder or
to use them, electronic logging device permanently in-
(mmmued nein page)
stalled in the auto but only with respect to a
covered, auto.
Deductible
A deductible applies to this coverage. Refer
to paragraph N Deductible Apolicable to
Fuel in Vehicle, Miscellaneous Equipment
Used With Covered Vehicle Coverages, and
Electronic Logging Devices or Electronic
On -Board Recorders Coverages for further
information.
I: Deductible Provision
Paragraph D, Deductible of Section III - Phys-
ical Damage Coverage in the Business Auto
Coverage Forth and paragraph D, Deductible of
Section IV - Physical Damage Coverage in the
Motor Carrier Coverage Forth are replaced by
the following:
1. For each covered auto, our obligation to
pay for, repair, return or replace damaged
or stolen property will be reduced by the
applicable deductible shown in the Declara-
tions. Any Comprehensive Coverage de-
ductible shown in the Declarations does not
apply to loss caused by fire or lightning.
2. For combinations of tractor, truck semi-
trailer or trailers when attached together by
coupling devices at the time of loss, one
-deductible will apply.
a. If more than one auto of the combina-
tion is damaged or stolen, the largest
applicable deductible shown in the Dec-
tarations will appy.
b. If only one auto of the combination is
damaged or stolen, the deductible
shown in the Declarations for that auto
will appy.
3. The .deductibles- will not apply to loss
caused by a collision of a covered auto with
any other auto insured by us.
4. If the insured chooses to have a damaged
Windshield or other glass repaired instead
of replaced, no deductible will appy to the
loss.
J. Knowledge of Claim or Suit
The following is added to the Duties in the
Event of Accident. Claim, Suit or Loss Con-
dition:
Knowledge of an accident, claim, suit or loss
by an agent or employee of any' insured shall
not in itself constitute knowledge of the insured.
unless your partners, executive officers. direc-
tors, managers, members or a person who has
been designated by them to receive reports of
accidents, claims, suits or loss shall have re-
ceived such notice from the agent or employee.
K. Waiver of Subrogation for Written Contracts
The following is added to the Transfer of Rights
of Recovery Against Others to Us Condition:
We waive any tight of recovery we may have
-against a person or organization because of
payments we make for bodily injury or property
damage arising out of your use of a covered
auto which occurs while under a contract with
that person or. organization.. The waiver applies
only to a person or organization with whom you
have a written contract or agreement requiring
you to waive the right of recovery .under this
policy. The written contract or agreement must
have been executed prior to the accident caus-
ing bodily injury or property damage.
L Worldwide Coverage Territory for Hired
Autos
The following is added to paragraph B7 of Sec-
tion
eo-tion IV - Business Auto Conditions in the Busi-
ness Auto Coverage Form and to paragraph B7
of Section V - Motor Carrier Condition_ s in the
Motor Carrier Coverage Form:
With respect to autos hired for 30 days or less,
the coverage territory is extended to include all
parts of the world if the insured's responsibility
to pay damages,is determined in a suit in the
United States of America (including its territor-
ies and ,possessions), Puerto Rico of Canada
or in a settlement we agree to:
M. Mental Anguish Coverage
'The Definition of bodily injury is amended to
include mental anguish.
N. Deductible Applicable to Fuel' in Vehicle,
Miscellaneous Equipment Used With Cov-
ered Vehicle Coverages and Electronic Log-
ging Devices or Electronic On -Board Re-
corders
(toms nuod next page)
1. If loss to property covered by these exten-
sions isthe result of a loss to the covered
auto under this Coverage Form's Compre-
hensive or Collision Coverage, then for
each covered auto our obligation to pay for,
repair,.retum or replace damaged or stolen
property will be reduced by the applicable
deductible shown in the Dedamtinns. Any
Comprehensive Coverage deductible shown
in the Dedarations does not appy to loss to
property covered by an extension caused
by fire or lightning.
2. If loss to property covered by these exten-
sions is the result of a loss to the covered
auto under this Coverage Form's Specified
Causes of Loss Coverage, then for each oov-
ered auto our obligation to pay for, repair,
return or replace damaged or stolen property
will be reduced by a $100 deductible.
3. In the event that there is more than one
applicable deductible, only the highest de-
ductible will apply. in no event will more
than one deductible apply.
O. Coverage Extensions Definitions
1. "Business income" means the:
a. Net income (Net profit or loss before
income taxes) that would have been
earned or incurred if no loss would
have occurred; and
b. Continuing normal operating expenses
Incurred, including payroll.
2. "Extia expense" means those expenses you
incur to avoid or minimize the suspension of
business and to continue your business op-
erations.
3. 'Light truck' means a truck with a gross
vehicle weight of 10,000 pounds or less.
6. "Miscellaneous equipment' means hand
trucks, dollies, pallets, pads, covers, bind-
ers, tarps, tie -downs, chains and other Simi-
lar equipment used in the handling of prop-
erty being transported.
5. 'Pend of restoration" means the period of
time that:
a. Begins:
(1) Twenty-four hours after the time of
doss- for Rental Reimbursement
Coverage or Business Income Cov-
erage; or
(2) Immediately after the time of loss
for Extra Expense Coverage; and
b. Ends at the earliest of:
(1) The time required to resume your
normal business operations; or
(2) The time that is reasonably neces-
sary to repair or replace the cov-
ered auto.
Period of restoration does not include any
increased period required due to the an-
foroement of any ordinance or law that re-
quires any insured or others to test for,
monitor, clean up, remove, contain, treat.
detoxifyor neutralize or in anyway respond
to or assess the effects of pollutants.
The expiration date of this policy will not cut
short the period of restoration.
CD P�
ARIZONA STATUTORY PERFORMANCE BOND FOR CONSTRUCTION
PURSUANT TO TITLES 28, 34, AND 41, ARIZONA REVISED STATUTES
(Perhahy of this bond must be 100% of the Contract Amount)
Project # 18-4140 Bond No. NAZ1649
KNOW ALL MEN BY THESE PRESENTS
That, Sunline Contracting, LLC (hereinafter called Principap, as
Principal, and Merchants National Bonding, Inc. (hereinafter Surety), a corporation organized and
existing under the laws of the State of Iowa with its pra)dpal office in the City of Des Moines holding a
certificate of authority to transact surety Business in Arizona issued by the Director of.bxsuranoe pursuant to Title 20,
Chapter 2, Article 1, as Surety, are held and fumy bound unto City of Goodyear
(hereinafter Obfigee) in the amount of One Hundred Fifty Thousand and 'no/100
Dollars ($150,000.00 ), for the payment whereof. Principal and Surety band thertsselves, and their heirs,
administrators; executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 9th day of
APn1 .20 18 . toconstnict and complete certain work described as
Paving Marking Services - Installetion/Removal - annual oontrad
Bond term: April 9, 2018 to April 8, 2019
Which contract is hereby referred to and made a pan hereof as fully and to the same extent as if copied at length herein.,
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal faithfully performs and
hdfJLs all the. undertakings, covenants, horns, conditions, and agreements of the contract during the original term of the
contract and any extension of the contract. with or wiUmt notice of the Surety, and during the life of any guaranty
iequaed under the contract and also performs and fulfills all the undertakings, covenants, terms, coMBions, and
agreements of all duly authorized modifications of the contract that may hereafter be made, notice of wtrich modifications
to the Surety being hereby waived, the above obligation is void. Otherwise it remains in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2, Arizona
Revised Statutes, and all liabilities on this bond shag be determined in accordance with the provisions of Title 34, Chapter
2, Article 2, Arizona Revised Statxaes, to the same extent as if it were copied at length in this agreement:
The prevailing party in suit on this bond shag recover as a part of his judgment such reasonable attorney fees that may be
fixed by a judge of the court
Witness our hands this 9th day of
Suntine Contracting, LLC
I * (Seal)
By:
Title: Pfez s 5.
2018
Merchants National Bonding, Inc.
Agency of Record:
Crest Insurance Group
7272 E. Indian School Road #375
Scottsdale, AZ 85251
480-89-5295
Approad xsr Atoms nepartrtent of Aftfrn gm-ElteWft W30M
i
MERCHANT'S'%�
BONDING COMPANY -
POWER OF ATTORNEY
Know All Persoro ey These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING; INC.,
both being mporat M of the State of tow (herein mtledively named the'Companlesj do hereby make. conslhute and appolK indhdduagy.,
Filithcrto J likes: Harrow J Pertirr. Jeff Lynn Thompson; Margie Wager, Maria R L.ucero; Melody J Stockton; Michael J MesenbriMc
their true and awtut Atl~115Y fan. to sign m name as su ely(ks) and to execute.. seal and admoMAedge any and as bonds, undertakings,
contracts and otter wrlaen irnfnaneme m the ratme thereof. on beham of the Compardes in their business of, guaranteehq One fdeGry
nil persons,. guaranteeing the pedomhance of contrecb and exemtng or guaranteeing bonds and underlaklnps required or Pernated in any
action or proceedings allowed by law.
This Powlerr4-Alumery•s grafted and a signed and seated by facsimile under and by audgriy of the following Bylaws adopted by the Board
of Oaedos of Menhards Bonting Company (tduhrag on Apra 23. 2011 and amended August 14, 2015 and adopted by the Board of Direct.
of AlerdhaesNaticnal Bohdit g Inc, on October 18, 2015.
-The PreskIMISeaetary. Triennium, or any Assistant Treasurer or any Asswam Secretary or any Vice President shell have power srdautndrty
to appoint Attorneys -in -Fact, and to sutofae than to execute on behalf of, ft Company, and attach Ure seal of the Company llherdo, bonds and
undertskNgs, retagniteraas, contracts of Indarrnify, ane other wilings obligatory In the nature thereof
'The signature of any authored olficor and Ore seal of the Company may be affsed try tacevnile or alesmntc transmission to any Power of Anomey
or.Cedifxationthereof auohorbing the execution and delivery of any loud. undertaking, recognizance, or other suretyship obligations of the
Company. and itch signature and seal Mherh so used diet have the same force end effect as tough manually fsed.'
lo connection with obligations in favor of the Florida Department of Transportation only, It Is agreed that the power and aut thoriy hereby given to the
Atlomey-in*ect 6dntes any and am miens ler the release of retained percentages warar final estimates on engkheednp end wswdpn
contracts required by the Stas of Florida Department of Transportation. Ifs fully understood thatconeem_Ing to the Sale ofFloida Department
of Transportation making payment of the feat estimate to the Contractor andfor,Gs assignee, &hall no relieve tis surety company of arty of
is obligations under its bond.
Inconnection w:Lh obligations in favor of Ona Kentucky Department or Highways only,11 is agreed Oct the power and authority hereby given
to the AeomeyIrh•fact cannot be modified or, revoked unless prior written personal notice of such i itt has beef given to to Cammissionu-
Depanaem of Hlgtways of the Cormmorneatth of Kentucky at Wast thirty (30) days prkorte ft modification or revocation.
m Witness Yff ereof. the Companies have =used the 6strnanaftl to be signed and sealed this 318day of May , 2017
.......
11
.•AQ'pP0p4��e0 :, :•p��`(LPO O'�•oq• MERCHANTS BONDING COMPANY (MUTUAL)
,•'moi: VO -YA. s. • 0.40 9./�:Z�: MERCHANTS NATIONAL BONDING, INC.
•z;
By e
'a9•......;���i �v6�ik.....��acti. Pmsteent
STATE OF IOWA t•••• '•'
COUNTY OF DALLAS sat.
On this this 31st day of May 2017 . before me appeared Larry Taylor, to ma personally known, who behhg Ey me duty aware
did say that he s President at MERCHANTS BONDING COMPANY (MUTUAQ and MERCHANTS NATIONAL BONDING. INC: and that the
seas 8ltirum r,, int foragoi g Instrument are the Corporate Seas of the Companies; and that the said inthanehl was signed arm sealed in bereo
of the Companies by "arty of their res�pective bards of Directors.
1f,¢AL,P AIJCIAK.GRAM
o Cbrtrnissitn Ntmlber 767430
�' C April 1,, 20
,ov,r � Apn11, 2
Notary Public
(Expiration of rotary's comm sloe
ones not invalidate this hhstmMn0
1, Willem Warmer, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; do hereby
certify that the above and foregoing 13 a true and mined copy of is POWER-OF-ATTORNEY executed by Said Companies, which Is still In full
force and am= and has rot been amended or revoked.
In Witness Wtereot, I hale herarnto sat my had hand affited the seat of the Companies on mss day of April .2018
POA 0018 (3117)
APOg9�9y,
s•. <
1033 rC: Secretary
ARIZONA STATUTORY PAYMENT BOND FOR CONSTRUCTION
PURSUANT TO TITLES 28, 34, AND 41, ARIZONA REVISED STATUTES
(Penalty of this bond must be 100% of the Contract Amount)
Project# 18-4140 Bond No. NAZ1649
KNOW ALL MEN BY THESE PRESENTS
That; _Sunrune Contracting. LLC (hereinafter caged Principaq, as
Principal, and Merchants National Bonding, Inc. (hereinafter Surety). a corporation organized, and
existing under the laws of the State of Iowa with its principal office in the City of .Des Moines holding a
certificate of authority to transact surety business in Arizona issued by the Director of Insurance pursuant to Tdle 20,
Chapter 2, Article 1, as Surety, are held and fumy bound unto Cityof Goodyear
(hereinafter Obligee) in the amount of One Hundred Fifty Thousand and no/100
Dollars ( $150,000.00 ), for the payment whereof, Principal and Surety bind themselves, and their heirs,
administrators, executors, successors and assigns, jointly and severally, finny by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated the 9th day of
April —,20 18 , to construct and complete certain work described as
Paving Marking Services - Installation/Removal - annual contrail
Bond term: April 9, 2018 to April 8, 2019
Which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that If said Princtpal,prompty pays all monies
due to all persons supplying tabors materiats to the Principal or the Praheipal's subcontractors in the prosecution of the.
work provided for la the contrail, this above obligation is void. Otherwise it remains in fug force and effect
PROVIDED, HOWEVER that this bond is executed pursuant to the provisions of Title 34, Chapter 2, Article 2, Arizona
Revised Statutes, and all liabilities on this bond shag be determined in accordance with the provisions of Idle 34, Chapter
2, Article 2, Arizona Revised Statutes, to the same extent as if it were copied at length in this agreement-
The
greementThe prevailing party in suit on lift bond shag recover as a part of his judgment such reasonable attorneys fees that may be
fixed by a judge of the court.
Witness our hands this 9th day of April 120 18
Sunline Contracting, LLC
Principal (Seal)
By:
Idle: YES .
u- crit- .:u.i: :..w •. r,
Agency of Record:
Crest Insurance Group
7272 E. Indian School Road #375
Scottsdale, AZ 85251
480.689-6295
Approved by Outram Depanmerd of Admira*abon—Erecdw 900M
MERCHANT S
BONDING COMPANY
POWER OF ATTORNEY
Know AD Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC..
,both being mpo!ations of Da State of brw.(heeeih cefkalvey ca4etl tho'Companiss) do hereby nuke, contioRe and appoint, satrviauay.
Fril" J ht= Haafher J Penin: Jai Lynn Thompson: Margie Wager. Marta R Lao= Melody J Stockton: Michael J Mesenbrft
Urec tram and lawful Adom")&ift•Fact, to sign 4s name m surety(in) aro to execute. seat and aCknomeage any and all bonds. urdene"s,
contracts and other wrttten imtnonents In the nature atereol, on behalf of the Compantes In their business of guaranteeing the Way
of persons. guanrdeeiz the permanence of contracts and execunkg or guaranteeing bonds and undertakings required or permitted H any
action or Proceedings allowed by law.
This PowercRAcaney is gtetted and Is signed and seated by faciimike under and by aut porky of the foloving By -Laws adopted by the Board
of Directors of Mucheds Bolling Company (Mwuao on April Z3.2011 and amended August 14, 2015 and adopted by the Board of Directors
of MerctunbhtMbonal Bonding, Inc., on October 14, 2015.
-The Presirmut Secretary. Tmasurer, or any Assl9um Treasurer or any Assistant Secretary or any kite Resident shag have poser andautdnty
to appoint Attorcyrin•rac:L and to alltho re them to —de on behalf of the Company. and attach the seed of the Company thereto, bonds and
undertakings, recognbances, contracts of badenauy and ether writiop Ohtpntory In the nature theseef!
TM signature of any authorized office r and the wad of the Company may be aghhred by facsimile a elections; hansrtussion to ay Power of Attorney
or Certification thmeof su0prfzig the execution and dekmq of any bond. undertaking, recognizance, or other suretyship obligation of the
Company, and such signature and seat when so heed shelf have the same force and effect as though manually fixed'
In connection with obligation in lavaof the Florida DeparmeM of Tmmpotalien only. 4 is agreed mat the power and our hority hereby given to the
Attorney -infect tnddea any and aD consents for the rebase cd retained percentages and/or final estimates on englnaersg and oenstmction
contracts m4Wred by the Slate of Florida Department of Transportation If is fury understood that consenting to the Stater ofFloba Department
of Transportation matckng payment of the &real estimate to the Contractor and/or W. assignor, " not relieve this surety, Company of any or
its Obligation. under 4s bord.
In connection with obligation in favor of the Kworcky Department of Highways any, it is agmen that the power and auprority'hereq given
to the AftomeyinFact Cannot be modified or revoked unless prior wr4t n personal notlm of such lore has been given to the Commissioner.
Department of Highways of tta CommoneaDh of Kentucky at least thirty (3D) days prior to the modification or invocation.
In N11ness Whereof,
tis insaument to be signed and sealed Ods 31st day, of
May .2D1T
ppPDq��9y�
COMPANY (INC.
�0o
MERCCHANTSNATTIONALBINDING.BNDING
a:
1933 :co:
By
;by p..
..•�1a:
amafdard
d%.•• 1933
tr
sTt. ,;.ay:
.dam+
STATE OF ION% ••••• ••••
COUNTY OF DALLAS as.
On the this 31st day of May 2017 - beforeme appeared Larry Taylor, to ma perso" known. rice behig by me dory swum
did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC; and that the
mals alfozd to the foegokg Instrument are to Corporate Seats of the Companies: and that the said Instrument was signed and seeded in behalf
of the Companies by authority of statrespecum Boards of okiscm .
1t'aut41 AUCIAK.GRAM
o -A 7 CrxtatCom Ntanber vee
z My Oomtil 1.20 F� rag
roN� AptiI /, Z020
teary Public
(Expiration of notarys commission
0005 not irwaldate this irutnmen*
L Wiliam Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do rereby,
edify that the above and foregoirg is a true and condi copy of to POWER -0F -ATTORNEY emased by mid Compantes, wNch is stir in NO
race and ~ ono hat not been amended or ravmksd.
In witness Wt ereof, I hive hereunto set my hind and affixed the seal of the Companies on this 9th way of April , 2018 .
...........
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ssco:.cH�t► Rqi: y
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L/d
;a:r _d_ dere_
:�:•_ -a- esr3;
7�/•�*�'�.
2003
d%.•• 1933
Secretary
sTt. ,;.ay:
.dam+
.
;y�
•..,¢....�a�::
....bac.
POA 0018 (3117)
•'