HomeMy WebLinkAbout5614 � �e-��t�c;� �� �:
7
AGENDA BILL 6
G
CITY OF BREMERl'ON
CITY COUNCIL
SUBJECT: Local Agency Contract with Study Session Date: August 10, 2016
� Puget Paving & Construction, Inc. for Austin COUNCIL MEETING Date: August 17, 2016
Drive Pavement Preservation Project Department: PW&U
Presenter: Tom Knuckey
Phone: (360)473-2376
SUMMARY: The City received a $692,000 grant through KRCC for the Austin Drive Pavement
Preservation project which will provide an asphalt overlay of Austin Drive from Kitsap Way to Erlands
Point Rd and will also overlay Higbee Rd. from Austin Drive to the Navy Hospital Gate. Bids were
opened on August 9th, 2016 and 3 bids were received. Puget Paving 8� Construction, Inc. was the
lowest responsive, responsible bidder at$713,038.00 including sales tax.
ATTACHMENTS: 1)Site Plan; 2) Contract; 3) Bid Tab
FISCAL IMPACTS (Include Budgeted Amount): The project is included in the 2016 budget at
$755,000.
STUDY SESSION AGENDA: ❑X No Presentation ❑ Full Presentation
STUDY SESSION ACTION: o Consent Agenda ❑ General Business ❑ Public Hearing
RECOMNiENDED MOTION:
Move to approve the Local Agency Contract with Puget Paving 8 Construction, Inc. in the amount of
$713,038.00 for the Austin Drive Pavement Preservation Project; and authorize the Mayor to finalize
and execute the agreement with substantially the same terms and conditions as presented.
COUNCIL ACTION: [.7�Approve ❑ Deny ❑ Table ❑ Continue ❑ No Action
Form Updated 01/07/15
i .
- i �
]'� �j; �I .
� —
�; -- i;
�� ly �
ei �a
�� �� .
�I '+
I +_
��
�I ��� I�
.►
�, ��
� ,
�
�j !
�
. ,
�I � ' " • i
�! _...I•
_� - —
Contract Documents For
Austin Drive Pavement Preservation Project
City of Bremerton Project No. 42102
Federal Aid Project No. STPUS-6639(001)
Bid Openin_q:
TBD.
City Clerk's Office, City Hall �
345 Sixth Street, Suite 600
Bremerton, WA 98337=1873
Contact Person:
. Gus Brandon Garcia
Public Works & Utilities Engineering Division
3027 Olympus Drive
Bremerton, WA 98310
Tel: (360)473-2317
FAX: (360)473-5398
:i , ,
�� ;�''� `` .':'` GJ `��.`r ';1 C`..�! -� d��
. , r�� ;�: �.; ;.
, �� �`j t��' ' ..
This Page Intentionally Left Blank
PROJECT ENGINEER CERTIFICATION
For construction of:
Austin Drive Pavement Preservation Project
Federal Aid Project#STPUS-6639(001)
The technical material and data contained in these Specifications for the Austin Drive Pavement
Preservation Project were prepared under the supervision and direction of the undersigned,
whose seal, as a professional engineer licensed to practice as such, is affixed below.
,1 J
`�, — !�,
c oF Wasy i:
� �� itic .r
� � �+'. Z r,
h
.�, 48273
'+bF,\�l9TER�'� �
�
�S�ONAL�
Prep . by: Shane Weber, PE
anaging Engineer
Date: � �'� ��
��E`�♦�
O� O� WASy G�
�� RE ��c
�; � • o�.4
�/1 2
� 3074�
� RfClSTERF'0
\
�10NpL�
Ap ved by: Tom Knuckey, PE
City Engineer
Date: �7 I��!��
TABLE OF CONTENTS
I. CONTRACT DOCUMENTS
• ADVERTISEMENT FOR BIDS........................................................................CD-3
• BIDDERS CHECKLIST.................................................................................CD-4
• PROPOSAL FORM......................................................................................CD-5
• PROPOSAL BOND FORM............................................................................CD-9
• STATEMENT OF BIDDERS QUALIFICATIONS................................................CD-10
• NON-COLLUSION DECALRATION...............................................................CD-12
• CERTIFICATION OF FEDERAL AID CONTRACTS...........................................CD-13
• DBE UTILIZATION CERTIFICATION..............................................................CD-14
• DBE UTILIZATION WRITTEN CONFIRMATION...............................................CD-16
• CERTIFICATION OF FEDERAL NON-DEBARMENT AND SUSPENSION.............CD-17
• LOCAL AGENCY SIGNATURE PAGE............................................................CD-18
• LOCAL AGENCY PROPOSAL SIGNATURE PAGE..........................................CD-19
• PERFORMANCE BOND...............................................................................CD-20
• PAYMENT BOND.......................................................................................CD-21
• LOCAL AGENCY CONTRACT......................................................................CD-22
II. AMENDMENTS TO THE STANDARD SPECIFICATIONS
III. SPECIAL PROVISIONS
IV. CONTRACT PLANS (BOUND SEPARATELY)
APPENDICES
A-FEDERAL AID PROVISIONS FHWA-1273
B-WASHINGTON STATE PREVAILING WAGES
C-FEDERAL DAVIS-BACON WAGE DETERflAINATION
CONTRACT DOCUMENTS
Austin Dnve Pavemenf Preservation
STPUS-6639(001)
CD-1
This Page Intentionally Left Blank
Austin Drive Pavement Preservation
STPUS-6639(001)
CD-2
NOTICE INVITING BIDS
City of Bremerton
� Austin Drive Pavement Preservation Project
RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of
Bremerton, located at 345 6�h Street, Bremerton, Washington 98337 until 10:00 AM PST as shown
on-the wall clock inside the City Clerk's office on August 9, 2016, for the project Austin Drive
Pavement Preservation Project. Bids received after the specified time and date will not be
considered.
OPENING OF BIDS: The bids will be publicly opened and read after 10:00 AM on August 9, 2016,
in the office of the City Clerk at 345 6th Street, Bremerton, Washington 98337.
COMPLETION OF WORK: The WORK must be completed within twenty-five (25) working days
after the commencement date stated in the Notice to Proceed.
DESCRIPTION OF WORK: The WORK to be completed under this Contract generally consists
but is not limited to the installation of an HMA overlay on Austin Drive and Higbee Road as shown
on the Plans. The Work will include temporary traffic control, saw-cutting, HMA patch repair,
planning bituminous pavement, adjusting manholes, catch basins, and water valves, replacing
catch basin frames and grates, constructing cement concrete curb ramps, paving, channelization
and permanent signing, and all other work all in accordance with the Contract Plans, Provisions,
and WSDOT Standard Specifications for Road, Bridge, and Municipal Construction.
The Engineers Opinion of Probable Cost of Construction is approximately $675,000 to $700,000
Bidders on this project are encouraged to conduct site visits to familiarize themselves with the
Work area.
PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on printer
ARC (formerly known as Reprographics Northwest) website (www.e-arc.com). Go to
http://www.e-arc.com/locations/219, click on the `Public Planroom' tab and scroll down to find the
project.
PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered from
ARC. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at ARC
in Tacoma, WA: 1(800)337-8103; FAX (253)272-4064; E-mail: tacoma.bidservices(a�e-arc.com.
PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract
Documents. Sealed envelopes containing bids shall be entitled: Austin Drive Pavement
Preservation Project—Overlay.
Austin Drive Pavement Preservation
STPUS-6639(001)
CD-3
BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash,
certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the
amount of such bid proposal. The failure to furnish a bid deposit of a minimum of 5 percent shall
make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency.
PERFORMANCE BOND: The successful bidder will also be required to provide a Performance
Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such
contract and furnish satisfactory performance bond within the time stated in the specifications,
the bid proposal deposit shall be forfeited to the City of Bremerton.
PROJECT COMMUNICATION: All communications related to the project shall be directed to the
City of Bremerton prior to opening of Bids:
Communication by phone/email:
Gus Brandon Garcia � Project Manager
Telephone: (360)473-2317
Email: Gus.Garcia@ci.bremerton.wa.us
CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids
on any or all schedules or alternates or to waive any informalities in the bidding and shall
determine which bid or bidders is the most satisfactory and responsible bidder and shall be the
sole judge thereof.
No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or
as a defense to any action based upon the neglect or refusal to execute a contract.
The following is applicable to federal aid projects:
The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat.
252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of
Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally
assisted programs of the Department of Transportation issued pursuant to such Act,
hereby notifies all bidders that it will affirmatively insure that in any contract entered into
pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR
Part 26 will be afforded full opportunity to submit bids in response to this invitation and
will not be discriminated against on the grounds of race, color, sex, sexual orientation or
national origin in consideration for an award.
- END OF NOTICE INVITING BIDS -
Austin Drive Pavement Preservation
STPUS-6639(001)
CD-4
BIDDER'S CHECKLIST
Bidder must execute and return with submittal:
1. PROPOSAL FORM - The unit prices bid must be shown in the space provided. The proposal
shall be filled in and signed by the bidder. All addenda must be acknowledged.
2. BID PROPOSAL BOND
3. STATEMENT OF BIDDERS QUALIFICATIONS
4. NON-COLLUSION DECLARATION
5. LOCAL AGENCY CERTIFICATION FOR FEDERAL AID CONTRACTS
6. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION AND
INSTRUCTIONS
7. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION WRITTEN CONFIRMATION
8. CERTIFICATION OF FEDERAL NON-DEBARMENT AND SUSPENSION
9. LOCAL AGENCY SIGNATURE PAGE
10. LOCAL AGENCY PROPOSAL SIGNATURE PAGE
After the Contract is awarded, execute:
1. LOCAL AGENCY— PUBLIC WORKS CONTRACT
2. PERFORMANCE BOND
3. PAYMENT BOND
Austin Drive Pavement Preservation
STPUS-6639(001)
CD-5
PROPOSALFORM
BIDDER:
ADDRESS:
DATE:
TO: CITY OF BREMERTON
ADDRESS: 345 6�h, Street, Suite 600
Bremerton, WA 98337
PROJECT: Austin Drive Pavement Preservation Project- Overlay
The undersigned hereby certify(s) that they have personally examined the location and
construction details of work as outlined on the plans and specifications for Austin Drive
Pavement Preservation Project and have read and thoroughly understand the plans and
specifications and confract governing the work embraced in this improvement and the method
by which payment will be made for said work and hereby propose to undertake and complete
the work embraced in this improvement in accordance with said plans, specifications, and
contract at the attached schedule of rates and unit prices.
Unit prices for all items, all extension and total amount of bid must be shown in ink or tvped•
ADDENDA
Receipt of Addenda numbers through is hereby acknowledged.
Austin Drive Pavement Preservation
STPUS-6639(001)
CD-24
g2�°L
PROPOSALFORM
BIDDER; /u��f' ��hita�2�,c� �t.e.
ADDRESS: -�D8�7� a�'K fr� .J�
��Cu�caoc� UYo9 9�5���
DATE: '_�7_.,".�'��I�o
TO: CITY OF BREMERTON
ADDRESS: 345 6'�', Street, Suite 600
Bremerton, WA 98337
PROJECT: Austin Drive Pavement Presenration Projecf- Overfay
The undersigned hereby certify(s) that they have personaNy examined fhe location and
consfruction defails of work as outlined on the p/ans and specifications forAustin Drive
Pavement Preservation Project and have read and thoroughly understand fhe p/ans and
specifications and contract goveming the work em6raced in fhis improvement and the method
by which paymenf will be made for said work and hereby propose to undertake and comp/efe
the work embraced in this improvemenf in accordance wifh said plans, specificafions, and
contract at the aftached schedule of rates and unit prices.
Unit arices for all items al/extension and fofa/amount of bid must be shown in ink or typed
AD�EIV�A
Receipt of Addenda numbers / through �- is hereby acknow/edged.
Austin Odve Pavement Prese�vaUon
STPUS�639(001 J �
CO-24
PROPOSAL FORM(Continued)
NOTE: Unit prices for all items, atl extensions and total amount of bid must be shown.Show unit prices in
both words and figures and where conflict occurs the written or typed words shall prevail. Include sales
tax on all appropriate bid items.DOR Rule 171 applies.
Item Ref Est
No. to Spec Description of Item Quantity Unit Unit Price Amount
1 1-09.7 Mobilization � �S $ ����v�o $ �10�p�e
2 2-02.3(3) Removal of Concrete 60 SY .
Sidewalk $��b,° " $f S voo,O°
i
3 8-22.3(6) Remove Pavement Marking 6000 LF $
SP 0. �s $ ��0.`�'
4 5-04.5 SP HMA for Pavement Repair 1405 SY
Incl. Haul $ �S °o $`�J��Z5
5 7-05 SP Replace Catch Basin Frame 15 Eq
and Grate $ � 70d.`�' ��S�oi�°'
6 5-04S.3�(14) 21aDnepg Bituminous Pavement 5741 SY $ � aa $ �7 ZZ3
n �
�
7 5-04.3(14} Planing Bituminous Pavement 4723 SY $ � oa $�� �(�
SP 4" Depth o°
8 5-04 HMA CL. '/:" PG 64-22 3190 TON $ •70.oo �,��7.� 3�
9 5-02.3(2)C Fog Seal 15 TON $ 7QG.°r' $ j0,5o�w'
10 8-01.3(9) Silt Fence 120 LF $ /D,"`' $ ���.��
11 8-02 Erosion and Pollution Control 1 LS $ �000,� $ ,zov� ^�
12 8-22 24" Plastic Line 200 LF $ �p, °O $�vao,h'
13 8-22 Raised Pavement Marker 5 HUND $ (�00,`"' $ �oav,"G
14 8-23 SP Temp Pavement Marking 5700 LF $ Q ,�5 � �cja5.��
15 8-21 Permanent Signing 1 LS $ /004,`'" $�ODD��°
16 8-20 SP Illumination System Complete 1 LS $33 o aa��° g 3� ��� p�
17 1-10 Project Temp Traffic Control 1 LS $�p �,�;••� $ �p�p�o0
18 1-10.3 Flaggers and Spotters 500 HR $ ���vO $����Qo,�
19 SP 8-22 Paint Line 1800 LF $ �. °� $ /go0,°D
Austin Drive Pavement Pieservation
STPUS-6639(001)
CD-24
Item Ref Est
No. to Spec Description of Item Quantity Unit Unit Price Amount
20 SP 8-52 Re-Establish Survey 5 Eq
Monument $ �(�GIO.°' $,�'D�O.�D
21 SP 8-14 Cement Conc. Curb Ramp 4 E,q $
Type Parallel A J��`" $�pa�� c�
�
22 SP 8-14 Cement Conc. Curb Ramp 4 Eq $
Type Parallel B �oOD"" $� o,x���'
�
23 SP 8-26 HMA Speed Table Complete 1 LS $ 7,2�0`'" �y�50�'°
24 1-09.6 Minor Change 1 EST. $50,000 $50,000
25 SPCC Plan 1 LS 5D0 �5�f�
Bid Proposal Total $ � / � a 3 � ,�d
Ausfin Orive Pavement Presenration
STPUS-6639(001)
CD-24
PROPOSAL FORM (Continued)
IF SOLE PROPRIETOR OR PARTNERSHIP
IN WITNESS hereto, the undersigned has set his(its)hand
This day of 2016.
Signature of Bidder
Title
1F CORPORATION
IN WITNESS WHEREOF, the undersigned corporation has caused this instrument to be
executed and its seal affixed by its duly authorized officers
this�ay of 2016.
�a-�f �aVi�a � L'o�s'/nc.�h'�� -�,-�.
Nam�of Corporati
l��-�- " By
Secretary
Title f� �d�
Sworn to before me this �� day of LGo 2016.
' ,,,�{�►yM���N,��yG
p �l �i
,,*�i .� .�d'�uri.��t� `yr:.
No a Publi in and for � ••'����'� �
rY the State of Washington residing at ;. ,, �rA�.� �_
� ? "'r e ��''� �;
p .�:.� � .,
_�: , :
NOTE: =��'`'�u. BL�Gr:� �.
; •.,,�����A�,:, .�;.
1. If the Bidder is a co-partnership, so state,giving the name under which busiri t ��,�``�
�;'� ��"'--
2. If the Bidder is a corporation,this proposal must be executed by the duly authoriL�d�of�as���and
notarized. .
Austin Orive Pavement Preservation
STPUS-6639(001)
CD-24
�'� ,\1.
. ..a
Proposal Bond
KNOV4'ALL MEN BY THESE PRESENTS,That wc, puget Paving&Consiruction,Inc.
of Lakewood,Washington as principal,and thc The Ohio Casualty Insurance Company
a corporalion duly orbanized undcr thc taws af thc statc of New Hampshire ,and
authorized to i10 busincss in thc Statc oFl�'as6ington,as surcty,arc hcid and firmiy bound unto thc Statc
of Washington in the full and pcnal sum of fivc(5)perccnt of thc total emount of the bid proposal of said
principal far thc work hcrcinaftcr dcscribcd,far thc paymcnt of which,wcll and truly to bc�nadc,�vc bind
oun c�irs,cxccutors,administrators and assigns,and succcssors and assigns,firn�ly by thesc prescnts.
Thc condition of this bond is such,that whcrcas thc principal hcrcin is hcrcu�ith submitting his or
� its sealcd proposal for the"following higfiivay coiistriicfion�to wit: �
Austin Drive Pavement Preservation Project
said bid and proposal,by rcfcrcncc thcrcto,bcing madc a paK hcrcof.
NOW,THEREFORE,If thc said proposal bid by said principal bc acccptcd,and thc contract 6�
awardcd to said principal,and if said principal shall duly makc and cntcr into and cxecutc said contrdct
and shall furnish bond as rcquircd by thc Dcpartmcnt of Transportation within a period of twcnty{20}
da}+�from and aftcr said award,cxclusivc of thc day of such award,thcn this obligation shall bc null
and void,otherwisc it sh;�ll rcmuin and bc in full forcc a��d cffcct.
IN TESTiMOIYY WHEREOF,Thc principal a�id surcty havc causcd thcsc prescnts to bc signcd
and scalcd this 9th day of Au t , 2016
Puget Paving&Conshuction,Inc.
rincipal)
The Olrio Casualty Insurance Company
� � (Sur�ty)
(Attom -i cc)Christopher Kinyon
. . . �.. , .
' 00T fartn272-0Ot EF
Rl�UeO t?�97
� �'F �
Aus6n Orive Pavement Preservetlon = ;!.� , •
STPUS-6639(001) � •
CD-24
TfiIS POWER OF A7TORNEY IS NOT VALID UNLESS IT 15 PRINTHD ON REO BACKGROUND.
, Thls Porrer oi ABomey Amits fhe acb oi those named hereln,and they have no authoriiy to bind the Company except in the manner and to the extent herein stated.
Certificate No.r,�er,t�o
American Fire and Casualty Company Liberry Mutual Insurance Company
The Ohio Casuafty Insurance Company West American Insurance Company
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: ThatAmerican Fire&Casualty Company and The Ohio Casualty Insurance Campany are corporations duly organized under the laws of
lhe State of New Hampshire,fhal Uberty Mutuai Insurance Company is a corporation duly organ¢ed under the laws of the State of MassachuseHs,and West American Insurance Company
Is a corporation duly organ¢ed under the laws of the State of Indiana(herein coilecdvely cailed the'Companies�,pursuant to and by authority herein set torth,does hereby neme,oonstitute
and appant, Aliceon A.Keltner•Annelies M.fiichie•Barbara A.Johnson•Brandon K.Bush•Brent E.Heilesen•Carle Es iritu•Christo her Kin on•
Cynthia L.Jay Diane M.Hardinq•Eric A.Zimmerman•James B Binder Jamie Diemer•Jon J Oia•Julie R Truitt�Karen C Swanson Kristine A
Lawrence Kyle J Howat Mitchell R Smee,Peter J.Comfort
all of Ihe city ot Teooma ,state c( WA each individually if there be more than one named,its We and lawful attomey-in•fact to make,execute,seal,acknowledge
and deliver,tor and on its behalf as surety and as its act and deed,any and all underlakings,bonds,recogn¢ances and other surety obligations,in pursuance of these presents and shall
be as binding upon the Companies as'rf they have been duly signed by the president and attested by the seaetary oi the Companies in their oum proper persons.
IN WITNESS WHEREOF,this Power of Attomey has been subscribed by an authorized officer or offiaal of the Companies and the corporale seals o(the Companies have been affixed
thereto this s�h day of June , 2016
��pN��ASG9( P`nY I�NS�q9 JP��NS�qqy `'N�µSUqqH American Fire and Casualry Company �
J
z s �e� �Zm �3��' �^ ��,Q��°"�`�1rFo�^ The Ohio Casualty Insurance Company Ul
� 19�6 3 = �9�9 0 > i9�z 3 � �gg� ; LibeRy Mutuallnsurance Company y
� D s a West erican Insurance Company E
�`fl'�It' a � �r .�`2 �m � aD � 2
y �Ly ��" �,�a 9y1 H�µ �ta �) lt�onh�l� ; h'oud� <
� t •y
t * * , /� 3
gy; G. .0
� STATE OF PENNSYLVANIA ss David M.Care ,Assistant Seaetary C
=� COUNTY OF MONTGOMERY ep
C
L � On this s�h day of .1une . 2016,pefore me personally appeared David M.Carey,who acknowledged himself lo be the Assistant Secretary of American Fire and � �
� d Casualty Company,Liberty Mutual Insurance Company,The Ohio Casualty Insurance Campany,and West American insurance Company,and U�at he,as such,being authorized so lo do, �,N
p� execute the foregoing instrument for the purposes therein contained by signing on behalt of the oorpora6ons by himself as a duly authorized officer. d W
�� IN WITNESS WHEREOF,I have hereunto subscribed m name and affixed my notanal seal at Plymouth Mee6ng,Pennsylvania,on lhe day and year first above written. p p,
W � 5p PAsr COMMONWEALTH OF PENNSYLVANIA /►
�•y'D Q'� M°"w F� Notarial Saal ��w"y`� /q'.�2�.�-.cn-dv Q M
ti��°� �i y Teresa Pastella,Notary Publlc gy O�
d OF
O � Plymoutn Twp.,Montgomery County Teresa Pastella,Notary Public
� 4� � My Commission Exqres March 28,2017 3 C
C1 0 '�SYW*_,�,
l0
O � �q��� Momber,pennsylvane Auodatlon ol Nolaries 0 �
e� This Power of Attomey is made and executed pursuant to an by authority of Ihe following By-laws and Authorizations of American Fire and Casualty Company,The Ohio Casualty Insurance tn p'
d.,, Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as folbws: �o
�m ARTICLEN-OFFICERS-Secbonl2.PowerofAttome .An officeroroiheroffiaalottheCo orationauthorized(orthal u �
y y �P p rpose in wriGng by the Chairman or the President,and subject O �
C;; to such limilation as the Chairman or the President may prescribe,shall appoint such attomeys-io-fact,as may be necessary to aal in behalf of the Corporation to make,execute,seal, ��
O c acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attomeys-in-facl,subject to Ihe limitabons set forth in their respective �p�
E y powers of attomey,sha�have full power to bind the Corporation by their signature and execufion of any such insUuments and to a@ach thereto Ihe seal of the Corporation. When so � d
p p exeaited,such instruments shall be as binding as'rf signed by the President and attested to by Ihe Secretary.My powrer or authority granted lo any representa6ve or attomey-in-fact under >�
� � the provisions of this article may be revoked at any time by ihe Board,the Chairman,the President or by the officer or officers granGng such power or authority. d�
� c ARTICLE XIII-Execution of Contracts-SECTION 5.Surery Bands and Undertakings.My ot�cer of the Company authorized for that purpose in wriGng by the rhairman or the president, ~�
M � and subjed to such limitations as the chairtnan or fhe p2sident may presaibe,shall appoint surh attameys-in-fact,as may be necessary to ad in behalf of the Company to make,execute, �M
O � seal,acknowledge and deliver as surely any and all undertakings,bonds,recognizances and other surety obligations. Such attomeys-in-fact subject to the limitafions set torfh in their C ao
Z v respective powers of attomey,shall have full power ta bind fhe Com p an y b y their signa ture an d execu t ion o f any such insVuments and to attach thereto ihe seal of the Company. When so v o
executed such insUuments shall be as binding as if signed by the president and ariested by the seaetary.
Certifieate of Designation-The President of the Campany,acling pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attomeys•in- ~�
fad as may be necessary to act on behatf of the Company to make,execute,seal,acknowledge and deliver as surely any and all undedakings,bonds,recognizances and other surety
oMigations
Authorizaflon-By unanimous consent of the Compan�s Baard of Qirectors,fhe Company consents that facsimile or mechaniqlly reproduced signeture of any assislant se�xetary of the
Company,wherever appearing upon a certified copy of any power of atlomey issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with
the same force and eftect as though manually affixed.
I,Gregory W.Davenport,the underslgned,As�stant Secretary,of Artrerican Fire and Casualty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and
West American Insurance Company do hereby certify Ihat the original power of attomey of which the foregoing is a full,We and correcl copy oi the Power otAriomey executed by said
Companies,is in full(orce and ef(ed and has not been revoked
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this�day of ✓ f G � ,20�.
��PND CASGq( JP�,SV INSV'�9 J���NSUqqry `Pa I.NSUq,�
�i L Q�yf` J�� O[�i^ �Q?yW ",.b('A'
g 1906 $ o �979 o F 1912 ; � 1991 °s r�
i x By: . .
by� •N�r�aD �,y 4q��� m'�,,rsA��,'� .� �'N� <= Gregory W.Davenport,Assistant Secretary
�r f ,� *
• •
L�12873 122013
700 of 800
STATEMENT OF I3IDDER'S QUALIFICATIOIV5
Name cf Contractar �c!o-�� Pa v�rtg g' �,�,r�� � �
v �-�--T-�C•
adar�ss_ /0 �/ 7 ,a/� � f►✓e f /�P�� n�,� ��`��
Tefephone and Contact Person for this Bid_(0253) �f7cf -5'�/� ,f�P�'an ��n,�
Number of years the c4rrtrac�ot has been engaged in the construction business under the preserit
flrm name indicated: _ 5 i r �
�
Gross dollar amount of vwork under contrad: $_ `�,yt�//,��
Gross doflar arnaunl of con(rads not completed: $ � �yr��ljp�
Type ef work generalty performed by Contractor: �,r� ` �
�i?l���',�1� �-c�p��/Igl
.��i�/.�l/�jdA/(Il��/! 1)�cl'. -,. . /z, ��
List of flve proJects oi a similar size and nature that have been oompleted by the oontraGor wlthin
th� last ten years induding the proJect name, year of construction, contracting agency, contract
phone number and the gross daflar amount of each proJect: �
Project Name Construction /�qency Name Contaci Name DollarAmount ���
. -. . . .
Year and Numbe� �
�►l�a;►��ei1_:..C�� . 'j'o�ua_ a h1 ar�k.- :" ,�,.- - � ���1�
�"_` .
-- pz���:, 1�--- �._.,... -- �r�7e�yv�iv o0
e�P�l` ,_. --- ..�� �Tr/_/i?Coo.y! �i�S 'U....._; •
E��,,� � _-- - -� _�3"�a.73 --�1.DOQ90;�:�./
ocFsOnke�__ . ' ;_._....:_. . ,v �aE'r�'
��� ---��l6��- -UN;d��, p��,�� -��.r�; s �. �
—,�:;��1�-- ��� _��95 0 0_ ,, w,��
s�- o-.�s`" D,..v,
.._ �_�
ao�,� ���wtf r � •e ,� �
i�c ��w • /�eti�a� az��� /��/�P �OUn ,�3n �eb 26 ���OdO, V'
O�eir e �'«.�„ Tr.,.y �ed n �s2.�e t r
/a.�,��,�f �;,� �I3 oZo�� �r� o� Tac�.�.: � ,Pf/3aa ov��
� a- aiz � ,
�- ' _�0(,-�-.--. C'— ° T °I� �e �o�:_ _ � ��
� "�9ve-S;Ovu=f --�ea- ac= -.T___-___�--/ v ��'_;- DO;oCb`=' �h� � R�
� �3- � � 9� , � U10
List of flve major pfeces of equipment whlch are arrticipated to be used on this prcject by the ���0'n��
contracter and note which itema are owned by the contractor and which are to be leased or rented ��, ��
irom others:
�e � �� b 6�� o� � �a P �ot,Un�
� C� � � f � 38 av�r���,
/�o� I`e 70� ' lir �� %� 6v�n�
Austln Drive Pavement Preseivation
STPUS-6639(001J
CD-24
STATEAf ENT OF BI DUER'S QUALIFICA170NS(corUinued}
Bank References: _ P�{ Geur�S �r�/he �P P,�� g��?sj) 07�'`� /g�(p
How many general superintendents or other respansible employees in a superviso
you have at this time and how long have they been with this cantraclor?� , �t,vorry���t5 u�arS
Have you changed bonding companies within the lest three years?_ �/D
If so,why?(optional)
Have you er�er been sued by the client on any public worics contract for a speaal dist�ct,
municipality,county, or state govemment? ND
For what reason? �
Disposition of case,if settled:
Washington State:
Department of Labor and Industries Workmen's Compensation Account No,:�q0 ��'OG
Department of L,fcenses Contractor's Registration No.: �r��F T,�e�92 �s
Employmerrt Security Department Number: _ �9y S�/ � 3
Excise Tax Registration Number. �a�^ y/��-- ��
lRS Employer fVum�er: �}/— /�y Z/ ��
Percentage of work to be perfo�rned by General Contracior. 8:5%
� d'��✓�M ?° [rdn S' ��•—�C
BID�R
By(Sign )
�i'�l%��i��"
TITLE
Austin Drive Pavement Preservation
STPUS�639(001 J
CO-24
Failure to return this Declaration as part af the bid proposal package
will make the bid nonresponsive and ineligibte for awa�d.
NON-COlLUSION DECLARATION
1, by signing the proposal,here6y declare, under penalty of
perjury under the laws af the United States that the following
statements are true and correct:
1. Thaf the undersigned person(s), firm,association or corpo�ation has
(hava)not,either directly ar indirectly,entered into any agreement,
participated in any collusion,or othenuise taken any action in restraint of
free compeGtive bidding in connection with the project for rM�ich this
proposal is submitted.
2. That by signing the signature page oi this proposal, i am
decmed to have signed and ta have agreed to the p�ovisions
of this declaration.
NOTICE TO ALL BIDDFQS
To repart rigging acUvities cafl:
1-800-424-9071
The U.S. Department of Transportation(USDOT)operates the above loll-free
"hotline"Monday through Friday,8:00 a.m.ta 5:00 p.m.,eastern time. Anyone
with knowledge of possible bid rigging, bidder collusion, or other fraudulent
aciivities shouid use the°hotline°to report such aciivities.
The"hotline°is part of USDOT's continuing effort to identify and investigate
highway construction contract fraud and abuse and is operated under the
direciion of ihe USOOT tnspector General. AII information will be treated
confidentlally and caller anonymity will be respected.
&R
DOT Form 272-0381 EF
OTPIGtt
Austin Drive Pavement Preservation
STPUS-6639(001)
CD-24
Local Agency Certification for Federal-Aid Contracts
The prospective participant certifles by signing and submitting
this bid or proposal� to the best of his ar her knowledge and
belief,that:
(1) No Federai appropriated funds have been paid or will be paid,by or on
behalf of the undersigned,to any person for intiuencing ar attempGng to
influence an afficer o�employee of any Federal agency,a Member oi Congress,
an officer or employee of Congress,or an employee of a Member of Congress
in connection with the awarding of any Federal contract,the making of any
Federal grant,the making of any Federal loan,the entering into of any
cooperative agreement,and the exlension,continuation, renewal,amendment,
� or modification ot any Federal contract,grant,loan or cbbperatiVe-agreement.
(2) If any tunds other than Federal appropriated tunds have been paid or will be
paid to any person for influencing or attempting to influence an ofTicer or
employee of any Federal agency,a Member of Congress,an officer or
employee of Congress,or an employee of a Member of Congress in connection
with this Federal contract,grant,loan,vr cooperative agreement,the
undersigned shail complete and submit Standard Fornn-LLL,"Disclosure Form
to Report Lobbying,"in accordance with its instructions.
Thls certificatian is material representation of the fact upon which reliance was
placed when this transaction was made or entered into. Submission of thi
� � ' imposed
by Section 1352,Title 31,U.S. Code. Any person who fails to file the required
certificaGon shali be subject to a civil penalry of not less than$10,000 and not
more than$100,OD0 for each failure.
The orosnpriive�a � i�ant also agrees by s�bmitting his or her bid or oroR�l
that_he or she shall rea�ire that the lang�age of this cPrtification be fnat�ded in
all lower tier subcon ra which exceed$100,000 and that all such
subrecipients sha�l certity and disclose accordingly.
SR
DOT Fam zn-0aon eF
o�r�oi�
Austin Drive Pavement PreservaGon
STPUS-6639(001)
CD-24
Local Agency Disadvantaged Business
Enterprlse Utilization Certification
To be digible for eward of this conhact Ihe b;dder must fil out and submit,as part oi Ils bid proposal,the lollow;ng Disadvanlaged
Business Enterprise Utilizatfon CerGfication relating lo DlsadvanLaged gusiness Enlerprise(DB�requirements.The Conbacffng Agancy
ehall consider es non-responsive and shaq rejecl anyr bld proposel that does not conla;n a pgE Cert;{�c,a�O�Wh;�h properly
demonstrates Ihat the bldder will meet the OBE partic)patlon requtr�nents in one of the manners provided�Or in the pmpay���a�
The Biddet must submit good/eith eHort dotumert[atiwi ee/v fn the evant the bidder's effurts to solicil suffxient DBE partitipetlon hes
been unsucceasiul.The suaeasfal bidder's Disedvanta9e 8usiness F�prfse Ulilization Certification shap be deemed a paA of the
resu�liny conlract Informatlon on ceAllled frrtns is ave�abte irom OA�lWBE onpne at httpJlomwbe.wagovldirectory-of-ceAifled•firmsl
` °� , 9` C.O�tS7i2c�h�d.� /mA,i'„ certifiee lhat thQ Oisadvantaged Buslness Enterprisa�DBE)
IH II MsmedBtyeer
Firms Gsted below have een eontacted reparding partidpetbn on thls groject,I�fhis bWder is suecessful on this project and is ewarded
lhe Confrad.it shall essvre tl�et suDeontracb or supply agreements are executed wilh those flrms where an`Amount to be Appfled
Towards Goal"is�sted.(It necessery,use edd+tinnal sheet)
Cotumn 1 Cotumn 2 • Cdumn 3 Cdumn 4 rr
ProJect Role
Name of DBE (P�tm0.Joint Venturo, Amount to
Certlflcata Number $��^�«. Descrlption of Work 6e Applled
Manutadurer,Repukr Towards Goal
Dea�s�
t.
J'u(ro�l�ac{� G�eGI���� ��c�o:�.��
2.�f qR-
ru�o.� CY�,�af �,�. �/�,�,� �33 ��.L�
3. ,f'' �—
�LL�C6 �tdltt�0 �GK�� +��Z�700
a,
s.
8,
7.
8,
9.
10.
dlsadvantaged Busv�vsy Entarprtso Subcentra�ting Goal: I� �o DBE Totol$ g�p p�� _t� «'
Box 2 � Box 3
� Ragular Dealer slalus must be epDroved prlor to CYd submitlaf by 1he Office oi Equal ppport�rdiy.Wash.S4�te pppt.pf Transporlation,on each
eontrxt
"• See qte eestio+�"Cre6l6ng OBE pmticipatian Towa�d Meeting fhe OaaP In tha Contract Oocumertl.
•"F Tha Contrdctueg Ager�,ry wNl utlllze ods artrount to daterrtdns wMe1h¢r o�rro1 B�e bidder hes met lhe poef.In 9�e event of an�i8rrtetic Erfferenoe
batwroen Ws roml a1W Iha svm ol tho Individual amourtte I�tod ahow,0»n ihe sum of tho amounFs Ilsted ahall preva(I and tlw toLM�nlll be rovised
aeao�d;npy, Parttc;patron in excess ot the goel amount w�be conaidered volu+riary a rece�neutral parpcJpation.
SR
00T Fam 272-0SdA EF
7l2M5
Austin Drive Pavement Preservation
STPUS-6639(001J
CD-24
Biddec,
The Weshington Stete Depariment of Transportetion has made sign�icant changes to Ihe process for submitting
Disadvaataged 8usiness Enterprise(DBEj Cortditior�of Award(COA}Goal documentation.Review the(DBE)
specificaUons In the conVect you are bidding for changes in the requirerrterrts.A partlal6st of changes is Irtcluded
in ihis letter.Failure to submit DBE dxumenta6on as required by the sp�cations w0!result in your bi�being
considered nanresponsive and will be rejected.
YOU MUST INCLUDE IN YOUR BID:
1.A Disadvantaged Business Enterprise Utilization Certi'fication(WSDOT Form#272-05fiA EF Revised 07J2b11)
whfch demonstrates how you will meet ffie pBE COA Goal.Be sure to revlew the instruc�ons for fipfig out the
torm.To asstst you in selecting DBE firms,WSDOT and OMWBE have created a Directory of Certified D6E
Firms,avaiFabte at:h�t n:lhvww.omwbe wa qov/certificadon/index shtml.This directory provides a°WSDOT COA
Work Descriptlon'for each OBE 6mt fo�purposes oi filC�g out the form.The'Description of Work"on the
0(sadvantaged Business Enterprise UtllzaGon Certification must be consisterit with the°WSDOT COA Work
Description'In the Directury of CertH'red DBE Firms or yaur bid will be rejected,however da nat copy the work
_, descriptlon verbatim 1t it includes items ot wu�9c in its title that.d►at are_nat work items.of the.cantract.__Qply li�t .. ._
those items of work in the Description of VVork descrfptor that the D8E Subcontractor Is gang to perform on tl�e
Contract For exempfe,'rf the Conhact has work�6�stallat(on and removal of pavemerrt marfcings along with
striping and you Found a cettified OBE Subcontraotor that has a'WSDOT COA Work Description'oi a descxiptor
such as.PAVEMENT MARKINGS INSTALLATION AND REMOVAL;INCLUDING STRIPING,GUlDEPOSTS,
GLARE SHIELDS,BOLLARDS,RUMBLE S7`RfPS. If the Contract does r�ot have work items for guideposts,
glere shields,bollaMs and rumble strips then shorten ihe descriptor to only those wwk ftems in the descriptor that
the OBE Subcontracto�will be doing such as,PAVEMENT PAARKINGS INSTALLATION AND REMOVAL;
INCLUDING STRIPlPIG.
2.You must submit a Disad+rantaged Buslness Enterprise(DBE)WriKen Confirmation Document(datad 07/2011)
for each OBE listed on your Disadvantaged Business Enterprise Utilization CerUfication.WSDOT has created
Form#422-031A EF for this purpose.Keep in mind lhat bldders end bBEs may have a supply of the old forms,
Do not use them.Requlred informaHon has been added to thls torm Iherefore use ot an eariier verslon of the form
may result in bid rejection.The�Descxiption of Work"artd'Amount to be Applied Towards Goai'iisted the
Disadvantaged Business Enterprise(DBE)Written Confirtnation Document must metch the"Description ot Worfc"
end"Amount!o be Apptied Towards Goal'listed on your Disadvantaged Businese Enterprise Utilfzstlon
Ce�cation or your bid anll be reJected.See Special Provisian Delivery Of Proposal when lhis documertt needs
to be submitted.
3.You must submit Good Faith Eifort(GFE)Documentation in addition to the Disadvantaged Business Enterprise
Uti!)zaqon Cerlificati�on ONLY IPV THE EVENT ypur ef(orts to soticit suffiaent DBE participation have been
uneuxess/ul and ycu are relyir�g upon your Good Faith EBo�t DocumentaNm in whole or pert to meet the goal.
See Spedal Provision Dellvery of proposal when this document needs to be submltted.
WSDOT has posted a eopy of our tralning materials on our website whlch ie available aG
htto:/lwww,wsdot.wa qQy�jz/constructioN see"Constructian News.'
The DireClory of CeRified DBE Flrms is evallable al:htto�lhtiu:��.omv"�.�wa g�/cerii�c-tiort�ndex a►+►r*+i
WSDOT Forms are aveilable et hito�Nwwwwsdot wa govltorms/
Noie the form#to easlly locate the form.
O��ice of Equa1 Opportunity: Co�tract Ad d,Award:
htta:IMrww.wsdot wa qovlea pportunitv httoJMhnv wsdoGwa aovlbl�Monteal
� Revlsed 06/2013
Austin Orive Pavement Preservation
STPUS-6639(001)
CD-24
� Loca6 Agency Disadvantaged Business Enterprise ��18�)
Writte� Confirmation Docurnent
� As an authodzed representativve of the Dfsadvantaged Business Fn�rprise(QBEj,I oor�m that we
have been contacted by the referenc�d bidder w�th regard tv the referenc�d project and if the Dictder
is awarded the oontract we wiq enter into an agreement uvith the bidde�to partidpate in the pra)ec�
conslstent with�the inturmaGon provided�the bidde�s disadvantaae�,Bs�siness Ent�mrice
Utl�zation Cet�icanon. �
com,act 17�e: �S/��► ��',�p �,p�r� ',.v f'mJ PP�'
� �tdde�'s Bus�nees Na�ta; 7 UA�� .`+Zt//Aof 9` [Ah�r�r�.�n��.)rt„��, " .
p6E's Bva�nes�Name: J// e � d�G t .
DB�Slgnaba�e:
DBE'�Titls: _�S�l�nna_/t-1 L� G
o�: ��/�o/(„
The entries must be consistent valth wheE is shown on tl�e bidder's Dlsadverrteged Buslnesa '
EMerpt�e Ut�lzatbn Certiticatlon. Failure to ctc eo ariq result�3�rejedian. See Corrtract provls�on;
Dlseventaged Br►s6�ess EMerluise Cond�'!on orqward pardclpa6bn.
best��onoiWwk: !/N,IH ' .
Amount to be Applted Towards Goa1: �OZ 2 ,7 0 U .�`
sa � .
' ocT��ann��
CERTIFICATION OF FEDERAL NON-DEBARMENT AND SUSPENSIOfd �
ausarrr a�r�+e Pevartrenr Presarvaaa►, � .
STPUS�639(P01J
CD-24
Local Agency Disadvantaged Business Enterprise �DBE)
Written Confirmation Document
As an authorized representative of the Disadvantaged Business E�terprfse(DBE), I confi�m that we
have been contacted by the referenced bidder wrth regard ta the referenced project and if the bidder
is awarded the contract we w+ll enter into an agreement with the bidder to participate in the project
consistent with the informaGon provided in the bidder's Disadvantaged B�sinecc Fnter�rise
Uti(ization Certifi tion
ContractTltle: �S�/1 ��✓P Yo�VP�lP�1T � P�Yo? A �/;� /�PP�
U
Bldder's Buslness Name: �up�� �0���` � /Y � '
l h .�n � ���
.
OBE's Buslness Name: � � � ��
DBE Slgnature: �
DBE's Tltle: �/�f%pQ�
Date: _ 8/ / /�/(�
The entries must be consistent with what is shown on the bldder's Disadvantaged Business
Enterprise UWizatlon Certffication. Failure to do so will result in bid rejection. See contract provision;
Disavantaged Business Enlerprise Condit�on ol Award PartiC/pation.
DescriptionoiWork: �„�Lo�� ��n �/�L 1��� /
x...�
Amount to be Applied Towards Goal: `� �� �b� , d"
SR
DOT Fam q�z.p;itq EF
o7f1011
CERTIFICATION OF FEDERAL NON-DEBARMENT AND SUSPENSION
Austin Drive Pavement Preservation
STPUS-6639(001)
CD-24
Loc�l Agency Disadvantaged Business Enterprise (DBE�
Written Conffr�matian Document
As An�uthorized represenletive af�hq p�aedvanleped 8uyinegs����rprise(b8E), i�anr,rm that we
have beer►contacted by th�reterenced b�dder w�h�gard to Ine referenced prc�and�11he bidde►
is awarded fhe contract we wtll enter mlo an egreement wifh tha bidder to pdniapete�n the project
consislent with Ihe mtamal�on provided�n Ihe bidder'e
�laU1�8�BlisineBg Ent
1lf�pOr1 G���hr�L ------._.��IIB�
Cont►sct 1'IMr � < 7 P
�\ ��:.rY�'��� :
.,_.._.. _ . - --- -
_ ..... �
91dd�r�Busln�sa NAme; - -
..._._ K9;�.�._�a✓�„ 1�_�vrc.&�?_'��y� 1�C. - . . . .
�` �..
oet�.��.a,...n,m.� ..�_� : .. �
- �.-�---� , .. ._ _.:.
oee sio��►.:
�
_ _ q�.�
DBE�.T�.: �r e � ��-
o.�.: � � Gl 1 1 �
ThQ erllnes rnust be Cons�slenl Mnlh whpi��shpwn o��he b���s D�s�d�anteped Bu�ness
�nte►prise UliqiAUon CeAlf�celron, FeUure to do so wUl resuN m bid re�ectbn S�conirad provlswn,
Di9evenfagod 6usirress Enferprise Cond�tion o�Awerd Perr�c,pelpn,
Descr�ptqh ol Wak. � �LPG'�� , �V
Amount lo be Apphed Tpwerd�Goal. � �,�"�')��
�--- —.—...
3a
�� 1�^�11C)fAkl
;q•7Q'i
CERTIFICATION OF FEDERAL�ION-bEBAitlAENT AND SUBp N810N
auaLn onve Pa�r liesarv�pon
S li+l/S�8J9(pplJ
Cb•N
. �
INSTRUCTIONS TO BIDDERS• THIS FORM SHALL BE EXECUTED BY THE CONTRACTOR
AND SUBMITTED WITH THE BID.
THE CONTRACTOR SHALL MAKE COPIES AND DIS7RIBUTE THIS FORM TO ALL
SUBCONTRACTORS.SUBCONTRACTORS MUST SUBMIT THIS FORM TO THE CITY PRIOR
TO PERFORMtNG ANY WORK ON THIS PROJECT.
As a prospective contractor for the City of Bremerton and as a requirement of your submittal,
you are required to provide debarment/suspension certification indicating that you are in
compliance with the below Federal Executive Order.
Deba=
Federal Executive Order(E.O.) 12549 "Debarment and Suspension" requires that all
contractors receiving individual awards or using federal..funds� and all,sub-recipients. _ . _
- - ------.._.._,..--�----------�---
--.___ __........--�---....
certi that the organization and its principals are not debarred, suspended, proposed for
debarment, declared ineligible, or voluntarily excluded by any Federal department or
agency from doing business with the Federal Government or from receiving Federally-
assisted contracts.
Your signature certifies that neither you nor your principal is presently debarred, suspended,
proposed for debarment, declared ineligible, or voluntarily excluded from participation in this
transaction by any federal department or agency. If, at any time during the term of the contract,
such condition occurs the Contractor will notify the City without delay.
CERTIFICATION: I,the undersigned,certify that the information above is true and complete
to the best of my knowledge and belief.
' G{ al��, °� �a,�4 'a '1
Compan Name
�t o�/I n�
Name and Title of Signer(please e or prin clearly)
� 0
Signature Dat
Austin Drive Pavement P�eservation
STPUS-6639(001)
CD-24
Local Agency Signature Page
T'he undersigned hereby agrees to pay labor not less than the prevailing rates of wages in accordance with
the reyuiremcnts ofthe spccial provisions for this projec�
Receipt is hereby acknowledged of addendum(s}No.(s)_� , oZ _�__
Slgnature of Autho�ized pfficial(s)
Proposal Must be Signed
Firm Name - - ,�j ' y -C . �
Address �Og / 7' ��_�y� f'
_,,a�,�,����,, �Lf� p��9�
State oF Washington Contractor's License No. OU�►�-7-��...�9.�L�
Federal ID No. 9� —��c�a�7 �
Note:
(I) This proposal form is not transferabie Wnd any aEteruti��i of the firm's name entered h�reon
�vithout prior permissian from the wi(l be cause Tor considering the praposal irregtilar and
subsequent reject.ipn of the bid.
(2) Ple�se refer to section I-02.6 of the standard specifications,re:"i'reparation of Proposal,"or
"Articic 4"afthe lnstruction to t3idders for building construction jobs.
(3) Should it be necessary to modify this propo�)either iu writing or by electronic means,please
make reference to the followin6 proposal n�unber on in your communication
(4) RCW�7.28.03�(2)applies: No bid deposit or pertorman�e bond shall be required but it sl�all
be specif ed in lhe bidding proposnl that each month the contractor may be required to submit
paid invoices showing that disbursemeats ha�e been made to laborers,materialmen,mechanics,
and subcoiilractors due such persons from the previous progress pavment. If,uch disbursements
have not been made,the monthly progress payme�t shall be a•ithheld pending receipt of the paid
invoices.
pOr F�nn vz-o3w�
amot t
Austin Drive Pavement Preservation
STPUS-6639(001) •
CD-24
Local Agency Proposal -
Signature Page
Tlie bidder is hereby advised ihat by signature of this proposut he/sl�e i�deemed to have acknowledged
all rcquircments and signcd all ccrtificates contained licrein.
A proposal guara�iry u�a��amount of fivc perccnt(5%)of thc total bid,based upon the approsimatc
estimate afquantilies at the above prices aud in the form as indicated belncv is attached hereto:
Cash ❑ In the Amourrt of
Cashier's Check ❑ QOIIatS
Cenified Check ❑ ($ ) Payable to the aqency
Proposal Bond � fn the Amount of 5°�ot the Bid
� �,
Rcceipt is hercby ackno��ledged of addcndum{s)No.(s)_� v� &
Signature oF Autharized Official(s)
Proposel Must be Slgned
Firm Name ' q�
e
Address /O$/7 oZ/o J9i/r .1
�..�o,..l ����9 1`����
. - —�---
State ot Washington Contractor's License No. �U(��"7'�(�' � 9 'G,�
Federal ID No. 9'� —��c�L��7�
Note:
(I) This proposa]form is not transferablc and any al�eration of the fiml's namc cntcred hcreon
wit6out prior permission from the _will be cause for considering thc
pru�osal imegular and subsequent rejeci-ion nf the bid.
(2) Please refer to sectiun 1-02.6 of thr�tandnrd specifieatiuns,re:"Preparatiun of Proposal;'or
"Article 4"of the Instruction to Bidders for building construction jobs.
SR
OOT Form?T2�p78KEf
0772011
Austin Drive Pavement Preservation
STPUS�639(001)
CD-24
� :
:% ' �
Local Agency Performance Bond
PERFORMANCE BOND
to(City of Bremerton or County],WA
Bond No. 023036775
Thn tr.itv nt Bremerton o� CauntyJ,washington((City or County�)has awarded to
Puget Pawng 8 Consvuction,lnc(PrinCip81),a contract for the construction oi ihe project designated as A„sun o��e Pa�emem• ,PrOjeCt
No 42102 in[location],Washington(Contract),and said Principal is required to tumish a bond tor perfortnance of all
obtiga ons un @f 9 CO►ItfBC�. 'PreservaUon
The Ohio Casualty Insurence Compan
The Principal,and (�Surety),a corParation,organ¢ed under the laws of the State of New Hampshire
and licensed to do business in the State of Washington as surety and named in the current list of•Surety Companies Acceptable in
Federal Bonds'as published in ihe Federal Registar by the Audit Staff Bureau of Accounts,U.S.Treasury Dept.,are lointly and
severally held and firmly baund to the[City or CounlyJ,111�h9 SUrtI Of Seven Hundred Thirteen Thousand Thirty-Eight Dollars and 00/100 U$
Oouars($ 713,038.00 )Totat Contract Amount,subjact to the provisions herein.
This StatuMry performance bond shall beoome null and void,if and when the PrinCipal,its heirs,executors,administrators,
successors,or assigns shall well and faithfully perform all oi the P�nCipal's obligations under the Contract and fulfill all tertns and
conditions oi all duly authorized rnodficatlons,addidons,and changes to said Contract that may hereatter be made,at fhe dme and in
Me manner therein specified;and'rf such pertormance obl�gations have not b9en futfilled,this bond shall remain in force and effect.
The Surety for value received agrees that rto chartge,eutension of 6me,alteration or addidon to the terms of the Contract,the
specifiptions accompanying the Contract,or to the work to be pertormed under the Contract shall in any way aftect its obligation on
this bond,end waives noHce of any Change,extBnsion of time,atteration or addition to the tertns of the Cantract or the work
perfortnad.The Surety agrees that modificat�ons and changes to the terma and conditions of the Contract that increase the total
amount to be paid the Principal shall autamatically increasa the obligation af the Surety on this bond and notice to Surety is not
►equired tor such increased obligatian.
This bond may be executed in two(2)original counterparts,and sha11 be signed by the parties'dury authorized officers.This bond will
only be ac�pted'rf it is accompanied by a fully exeated and ariginal power of attomey for the office execuling on behaM of the surety.
PRINCIPAL Puget Paving&Construction,Inc. SURE T e Ohio Casualty Insurance Company
� � �� �7 ` Au ust 19,2016
Principal Signature ate Surety Signature Date
`rT�'T c�i1 V•c /),u Q�Z?��6 Christopher Kinyon August 19,2016 �
Printed Name Date Printed Name Date ,
P�f'��eM Attorney-in-Fact •
TAte Title
Name,address,and telephane of Iocal oncelagent of Surety Campany is
Propel Insurance PO Box 2940 Tacoma,WA 98401
(253)759-2200
Appro�ed as to fortn:
G� Pc�� R�� - 1 l�
[City ar County] or ,[City o or County] �ate
pOT Fom+272-0D EF
oerzo�a
Austin Drive Pavement Preservation
STPUS-6639(001)
CD-24
, �
.i '
Local Agency Payment Bond
PUBLIC WORKS PAYMENT BOND
to[Clty of Bremerton or County],WA
Bond No. 023036775
T�����y� Bremerton or Caunty],Washington([Citv or Countyl)has ewarded to
Puget Paving&Construction,inc. {Prtncipal},a contract for 1he construcGon of the project designated as,ausi�n o���e Pavemenc• ,Project
No.42102 in[location].Washingtan(Contract),and said Principal is required under the terms of that Contracl lo(umish e
payment�ond in acwnl with TiUe 39.08 Revised Code of Washington(RCW}and(wher�e epplicable)60.28 RCW. •P�eseNanon
The Princi al,8t1d he Ohio Casualty Insurance Compan
p �Surety),a corparaGon orgenized under the laws of the State of New Hampshire
and licensed to do business in the State oI Washington as eurety and named in the current list ot'Surely Companies Acceptable in
Federal Bonds"as published in lhe Federal Register by the Audit Staff Bureau ot Accounts,U.S.Treasurv Deat.,ere ioln�v and
severally held and firtnlv 6ound to the[Clty o►County],UI Ihe SUR10f Seven Hundred Thirteen Thousand Thirtv-Eight Dollars and 00/100 US
Dollars($ 713.038.00 )Totel Contract Amount,subJect to the provisions herein.
Thls statutory payment bond shall become null end void,if end when the Principal,its heirs,executors,administrators,suocessors,or
essigns shall pay aIl persons in accordance with RCW 39.08.39.12,end 60.28 inctuding all workers,laborers,mechanics.
subconUactors,and materialmen,and all person who shall supply such contrector or subconVactor with provisions end supplies for
the carrying on a(such work,and all texes Incurred on said ConUact under Tltles 50 and 51 RCW end all taxes imposed on the
Pnncipal under Tltle 82 RCW;and if such payment obligations have not been fultdled,this bond shall�emain in(ull force and eflect.
The Surety tor value received agrees that rto change,e�ension of time,alteretion or addiGon to the terms o(the Contrect,the
specifications acc�mpanying Ihe Cantract,or to the wark to be performed under the Contract shall in any way eftecl ils obligaGon on
tAis bond,and waives notice of any changes,excenslon of time,alleration or addition to the terms of the Contracl or the work
perfortned.The Surety agrees that modifications and changes to the tertns and condiGons of Ihe Contract thet increase the totel
amourtl to be pald the Principal shall aulamalically increase the obligation of the Surety on this band and notice to Surety is not
required for such increased obliga6on.
Thls bond may be executed in lwo(2)original counterparts,and shall be signed by the parties'duty aulhorized o�cers,This bond will
only be accepted if il is accompanied by a futly executed and original power of eKomey for Ihe oRce executing on behatt of the surely.
PRINCIPAL Puget Paving&Construction,Inc. SUR TY T Ohio Casualty Insurance Company
c� z �
��' _T/6 ` a� St o s
Principal Signature 4 Date Surety Signature Date •
�f�P�'?� (aC`7��vl 8/Z��6 Christooher Kinvon August 19,2016 '
Printed Name Oate Printed Name Oate
r"/Yf��e� Attornev-in-Fact
T11e Title
Name,eddress,artd telephone of local officelagent of Surety Company is:
Propel Insurance PO Box 2940 Tacoma,WA 98401
(253)759-2200
Ap e s to form:
` �i �1-1 �e
�
[ or CounryJ o y,[Ciry ot or County] Date
DOT Farm 272-003A
0872012
Austin Drive Pavement Preservation
STPUS-6639(001)
CD-24
� TH!'S�POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
. � This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated.
Certificate No. �44tssi
American Fire and Casualty Company LibeRy Mutual Insurance Company
The Ohio Casualty Insurance Company West American Insurance Company
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: ThatAmerican Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of
the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of lhe State of Massachusetts,and West American Insurance Company
is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute
and appoint, Aliceon A.Keltner�Annelies M.Richie�Barbara A.Johnson;Brandon K.Bush;Brent E.Heilesen;Carley Espiritu;Christopher Kinyon;
Cynthia L.Jay;Diane M.Hardinq;Eric A.Zimmerman;Heather L.Allen;James B.Binder;Jamie Diemer;Jon J.Oja;Juiie R.Truitt;Karen C.Swanson;
Kristine A.Lawrence;Kyle J.Howat;Mary S.Norrell;Mitchell R.Smee;Peter J.Comfort
all of the city of Tacoma ,state of WA each individually if there be more than one named,its true and lawful attomey-in-fact to make,execute,seal,acknowledge
and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall
be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons.
IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed
thereto this ach day of August , 2016 '
ANo caSG P�,�V�NSUq P�,INSUqq P�,uNSUqq American Fire and Casualty Company a
��,`���avor�rfcq�� e�,��ar.•�,fGy2� jJ�y;U`O4q�oV�F �Q����,�o���� The Ohio Casualty Insurance Company N
a 1906 0 0 1919 � � i9i 2 ° � 1991 � Liberty Mutual Insurance Company �
3 r West merican Insurance Company
� S 2 � 6 b s aD •
d`�G�`w�, e+p�4'aD �j�Wh. .pa-02 y'9/1�'J c^ 2 i < N
N (�b, .iMl'% *[� h, A!.'.1'� � ) S,1CilU�` r �Y�IPtI� �
� f ! f T * * By. r�
= STATE OF PENNSYLVANIA ss Dawd M.Care ,Assistant Secretary �
_� COUNTY OF MONTGOMERY C
dp� On this ath day of August , 2ot6, before me personally appeared David M. Carey,who acknowledged himself to be the Assistant Secretary of American Fire and v F
� � Casualty Company,LibeRy Mutual Insurance Company,The Ohio Casualty Insurance Company,and West American Insurance Company,and that he,as such,being authorized so to do, �W
p� execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. ` �
d � IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seai at Plymouth Meeting,Pennsylvania,on the day and year first above written. O
�+l4 P pqs COMMONWEALTH OF PENNSYLVANIA � �'O
�� Q��a�o"W�rFf Notarial Seal � Ya,.M
C'N ti��,° �i y Teresa Pastella,Notary Public gy; �l�'^.""�" a.�� �'C
O i oF Plymouth Twp,Montgomery County Teresa Pastella,Notary Public y C
� ` �\P My Commission Expires March 28,2017 3 �
O� �p�,�����' Member,Pennsylvania Association of Notanes a �
c c� This Power ofAttomey is made and executed pursuant to an by authonty of the following By-laws andAuthorizations ofAmerican Fire and Casualty Company,The Ohio Casualty Insurance rn p
��, Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effecl reading as follows: ��
�
�L ARTICLE IV—OFFICERS—Section 12.Power ofAttorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject O C
�;; to such lim�tation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, �y
O� acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surery obligations. Such attorneys-in-fact,sub�ect to the limitations set forth in their respective ��
� y^ powers of attomey,shall have fuil power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation When so '� d
p` executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representahve or attorney-in-fact under >�
,� � the provisions of this article may be revoked at any lime by the Board,the Chairman,the Presidenl or by the officer or officers granting such power or authority. L�
��
�� � ARTICLE Xlil—Execution of Contracts—SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writmg by the chairman or the president, � ,
> � and sub)ect to such limitations as the chairman or the president may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute, L-M
O 3 seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their �o?
Z v respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so v�
executed such instruments shall be as binding as if signed by the president and attested by the secretary. ��
Certificate of Designation—The President of the Company,acGng pursuant to the Bylaws of ihe Company,authorizes David M.Carey,Assistant Secretary to appoint such attomeys-in-
fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety
obligations.
Authorization—By unanimous consent of the Company's Board of Directors,the Company consents ihat facsimile or mechanically reproduced signature of any assistant secretary of the
Company,wherever appearing upon a ceRified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with
the same force and effect as though manually affixed.
I,Gregory W.Davenport,the undersigned,Assistant Secretary,of American Fire and Casualty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and
West American Insurance Company do hereby certify lhat the onginal power of attomey of which the foregoing is a full,true and correct copy of the Power of Attomey executed by said
Companies,is in full force and effect and has not been revoked. �,�
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this�day of ,20�.
PND CAS� P��(V INS(/9 P�,�NSUir�S PNINSI�Rq
�<„`�;,;�o�r 9 J o�u'°M�9 J „arurtq�,'� �� oePonar��
4 � �'��. e� 0 2�, J�' G�F W�' .�- Q, �, ��
a 1906 o a �9�y ^ > 1912 ° `� 1991 � By'
� � y ° x ae y a° Gregory W Davenport,Assistant Secretary
Y�'!; '��4 i�a d�'H, esrP�� 9''`s ^'2 �i ,ro:;ia�» �
b arnr•� `� y m+. �s J �c�iast' !
t � * � t •
110 of 800
LMS 12873 122013
Local Agency Contract
��
T�IIS AGR�EM�N?,n�ade and entered into diis l� day af ��ij,�,� ,�C/�
bct�vccn thc `J
Cicy of Bremerton undcr and by virtuc of Titic�7 RCW,as amcndcd and
Puget Paving&Construction,Inc.
hcrcinaficr callec�thc Contractor.
WITN�SSETII:
That in cunsidcr�atian of thc tcm�s and cnnditions containrd hcrcin and atiachcd and rtiadc a
part af tiiiti�gree:ment,the parties hereto covenant and agre�as follaws:
1. The Gontractor shall do all work and fiirnish all t�Qls,materials,and equipntent for:
STPUS-6639(001)Austin Drive Pavement Preservation Project.
in accordance with and as described in tlle attachcd plans and specifications,and the
st�nc{ard specifications o.f the which are by tl�is ref�rence i.ncarporated herein and niade part hereof
and,shall p�rfurm any changcs in thc work in aGcord with thc Contract Documcnts.
Tt�c Contractor shali providc anci bcar thc cxpcnsr of all cquipmcnt,�vork and labar,of any
sort��liatsaever that may he required for the transFer of materials an.d for constructin�and
comnletinb the work peor��ided for in these Contract Documents except those items n.�entioned
d�crcin to bc furnishcd bv.
Ii. ��tY hcrcby promiscs and a��r�es with tli::Contractor tu�mploy,and docs cmpioy thc
Contractor to prnvide the materials and to do and cause to 6e done the above described evark and to
com�let�and tinish the same in Accord witt�the attached�lan.5 and specifications and the terms ai�d
� conditiuny hcrrin ro�itaincd and hcrcby contracts t�pay fur thc samc acconiing to thc attachcd
specilicaticros and►he schedule nfunit or it�mized prices at the time and in tlie manner and upon the
conditions provided for in this contract.
SR
DaT Fom+z7z•ooe.a�F
o7r�o�s
Austin Drive Pavement Preservation
STPUS-6639(001)
CD- 23
III. Thc Contrnctor i'or himsclt�hcrscif,and for hisi'hcn c�irs,cxccuturs,administrators, ,
successors,and assigns,does hereby agree to fuU performance of all convenants required of the
Conteactor in the co�itract.
IV. It is furtl�er prv�ided that no lia�ility sl�all �ttach to tlie 8tute by reasoii of entering
i��to this contract,cxccpt as p�nvidcd hcrein.
IN t�tITNESS��'I�tEREU�,tl�e Contractor ha.s executed tl�is instrument,on khe day and year
first bclow w�rittcn and has causcd this iastrumcnt to bc cxccuteci by and in thc namc of tlic day
and year first above writtc;n.
Executed by the Contractor ._�4 �v � , �,
�r�e
� /'��:C -e. �°�Y�/� �"�n..�/�ZC�J� �c .
(car.re
, Local Agency: ��{v �� I��ev�.4��v�n
Title: �:�v La��� �O:vor
By: �
p��<<: � � - z-��G ,
S�
oq7 F�irz•acsn e�
D7,701 t
Austin Drive Pavement Preservation
STPUS-6639(001)
CD- 24
AMENDMENTS
Austin Drive Pavement Preservation
STPUS-6639(001)
A-1
INTRO.AP1
INTRODUCTION
The following Amendments and Special Provisions shall be used in conjunction with the 2016
Standard Specifications for Road, Bridge, and Municipal Construction.
AMENDMENTS TO THE STANDARD SPECIFICATIONS
The following Amendments to the Standard Specifications are made a part of this contract and
supersede any conflicting provisions of the Standard Specifications. For informational purposes, the
date following each Amendment title indicates the implementation date of the Amendment or the
latest date of revision.
Each Amendment contains all current revisions to the applicable section of the Standard
Specifications and may include references which do not apply to this particular project.
1-02.AP1
Section 1-02, Bid Procedures and Conditions
April 4, 2016
1-02.4(1) General
The first sentence of the last paragraph is revised to read:
Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall
request the explanation or interpretation in writing by close of business on the Thursday
preceding the bid opening to allow a written reply to reach all prospective Bidders before the
submission of their Bids.
1-02.9 Delivery of Proposal
The last sentence of the third paragraph is revised to read:
The Contracting Agency will not open or consider any Proposal when the Proposal or Bid deposit
is received after the time specified for receipt of Proposals or received in a location other than
that specified for receipt of Proposals unless an emergency or unanticipated event interrupts
normal work processes of the Contracting Agency so that Proposals cannot be received.
The following new paragraph is inserted before the last paragraph:
If an emergency or unanticipated event interrupts normal work processes of the Contracting
Agency so that Proposals cannot be received at the office designated for receipt of bids as
specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be
extended to the same time of day specified in the solicitation on the first work day on which the
normal work processes of the Contracting Agency resume.
1-02.12 Public Opening of Proposa6s
This section is supplemented with the following new paragraph:
If an emergency or unanticipated event interrupts normal work processes of the Contracting
Agency so that Proposals cannot be opened at the time indicated in the call for Bids the time
Austin Drive Pavement Preservation
STPUS-6639(001)
A-2
specified for opening of Proposals will be�deemed to be extended to the same time of day on the
first work day on which the normal work processes of the Contracting Agency resume.
1-06.AP1 ' � �
Section 1-06, Control of Material
January 4, 2016
This section is supplemented with the following new section and subsections:
1-06.6 Recycled Materials
The Contractor shall make their best effort to utilize recycled materials in the construction of the
project; the use of recycled concrete aggregate as specified in Section 1-06.6(1)A is a
requirement of the Contract.
The Contractor shall submit a Recycled Material Utilization Plan as a Type 1 Working Drawing
within 30 calendar days after the Contract is executed. The plan shall provide the Contractor's
anticipated usage of recycled materials for meeting the requirements of these Specifications.
The quantity of recycled materials will be provided in tons and as a percentage of the Plan
quantity for each material listed in Section 9-03.21(1)E Table on Maximum Allowable Percent (By
Weight) of Recycled Material. When a Contract does not include Work that requires the use of a
material that is included in the requirements for using materials the Contractor may state in their
plan that no recycled materials are proposed for use.
Prior to Physical Completion the Contractor shall report the quantity of recycled materials that
were utilized in the construction of the project for each of the items listed in Section 9-03.21. The
report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace
slag and other recycled materials (e.g. utilization of on-site material and aggregates from
concrete returned to the supplier). The Contractor's report shall be provided on DOT Form 350-
075 Recycled Materials Reporting.
1-06.6(1) Recycling of Aggregate and Concrete Materials
1-06.6(1)A General
The minimum quantity of recycled concrete aggregate shall be 25 percent of the total quantity of
aggregate that is incorporated into the Contract for those items listed in Section 9-03.21(1)E
Table on Maximum Allowable Percent (By Weight) of Recycled Material that allow the use of
recycled concrete aggregate. The percentage of recycled material incorporated into the project
for meeting the required percentage will be calculated in tons based on the quantity of recycled
concrete used on the entire Contract and not as individual items.
If the Contractor's total cost for Work with recycled concrete aggregate is greater than without the
Contractor may choose to not use recycled concrete aggregate. When the Contractor does not
meet the minimum requirement of 25 percent recycled concrete aggregate for the Contract due
to costs or any other reason the following shall be submitted:
1. A cost estimate for each material listed in Section 9-03.21(1)E that is utilized on the
Contract. The cost estimate shall include the following:
a. The estimated costs for the Work for each material with 25 percent recycled
concrete aggregate. The cost estimate shall include for each material a copy of the
price quote from the supplier with the lowest total cost for the Work.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-3
b. The estimated costs for the Work for each material without recycled concrete
aggregate.
The Contractor's cost estimates shall be submitted as an attachment to the Recycled Materials
Reporting form.
1-07.AP1
Section 1-07, Legal Relations and Responsibilities to the Public
April 4, 2016
1-07.1 Laws to be Observed
In the second to last sentence of the third paragraph, "WSDOT" is revised to read "Contracting
Agency".
1-07.2(2) State Sales Tax: WAC 458-20-170 — Retail Sales Tax
The last three sentences of the first paragraph are deleted and replaced with the following new
sentence:
The Contractor(Prime or Subcontractor) shall include sales or use tax on the purchase or rental
of tools, machinery, equipment, or consumable supplies not integrated into the project, in the unit
bid prices.
1-07.9(2) Posting Notices
Items 1 and 2 are revised to read:
1. EEOC - P/E-1 (revised 11/09, supplemented 09/15)— Equal Employment Opportunity IS
THE LAW published by US Department of Labor. Post for projects with federal-aid funding.
� 2. FHWA 1022 (revised 05/15)— NOTICE Federal-Aid Project published by Federal Highway
Administration (FHWA). Post for projects with federal-aid funding.
Items 5, 6 and 7 are revised to read:
5. WHD 1420 (revised 02/13)— Employee Rights and Responsibilities Under The Family
And Medical Leave Act published by US Department of Labor. Post on all projects.
6. WHD 1462 (revised 01/16)— Employee Polygraph Protection Act published by US
Department of Labor. Post on all projects.
7. F416-081-909 (revised 09/15)—Job Safety and Health Law published by Washington
State Department of Labor and Industries. Post on all projects.
Items 9 and 10 are revised to read:
9. F700-074-909 (revised 06/13)—Your Rights as a Worker in Washington State by
Washington State Department of Labor and Industries (L&I). Post on all projects.
10. EMS 9874 (revised 10/15)— Unemployment Benefits published by Washington State
Employment Security Department. Post on all projects.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-4
1-08.AP1
Section 1-08, Prosecution and Progress . .
January 4, 2016
1-08.1(1) Prompt Payment, Subcontract Completion and Return of Retainage Withheld
In item number 5 of the first paragraph, "WSDOT" is revised to read "Contracting Agency".
1-09.AP1
Section 1-09, Measurement and Payment
April 4, 2016
1-09.6 Force Account
The second sentence of item number 4 is revised to read:
A "specialized service" is a work operation that is not typically done by worker classifications as
defined by the Washington State Department of Labor and Industries and by the Davis Bacon
Act, and therefore bills by invoice for work in road, bridge and municipal construction.
5-02.AP5
Section 5-02, Bituminous Surface Treatment
April 4, 2016
5-02.3(2) Preparation of Roadway Surface
This section is supplemented with the following new subsection:
5-02.3(2)E Crack Sealing
Where shown in the Plans, seal cracks.and joints in the pavement in accordance with Section 5-
04.3(4)A1 and the following: � �
1. Cracks '/4 inch to 1 inch in width -fill with hot poured sealant.
2. Cracks greater than 1 inch in width —fill with sand slurry.
5-04.AP5
Section 5-04, Hot Mix Asphalt
April 4, 2016
This section (and all subsections) is revised to read:
This Section 5-04 is written in a style which, unless otherwise indicated, shall be interpreted as
direction to the Contractor.
5-04.1 Description
This Work consists of providing and placing one or more layers of plant-mixed hot mix asphalt
(HMA) on a prepared foundation or base, in accordance with these Specifications and the lines,
grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA
may include warm mix asphalt (WMA) processes in accordance with these Specifications.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-5
HMA shall be composed of asphalt binder and mineral materials as required, and may include
reclaimed asphalt pavement (RAP) or reclaimed asphalt shingles (RAS), mixed in the proportions
specified to provide a homogeneous, stable, and workable mix.
5-04.2 Materials
Provide materials as specified in these sections:
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
Warm Mix Asphalt Additive 9-02.5
Aggregates 9-03.8
Reclaimed Asphalt Pavement (RAP) 9-03.8(3)B
Reclaimed Asphalt Shingles (RAS) 9-03.8(3)B
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
� Hot Poured Sealant 9-04.2(1)A
Sand Slurry 9-04.2(1)B
5-04.2(1) How to Get an HMA Mix Design on the QPL
Comply with each of the following:
• Develop the mix design in accordance with WSDOT SOP 732.
• Develop a mix design that complies with Sections 9-03.8(2) and 9-03.8(6).
• Develop a mix design no more than 6 months prior to submitting it for QPL
evaluation.
• Submit mix designs to the WSDOT State Materials Laboratory in Tumwater,
including WSDOT Form 350-042.
• Include representative samples of the materials that are to be used in the HMA
production as part of the mix design submittal. See Section 5-04.2(1)A to
determine when to include samples of RAP or RAS.
• Identify the brand, type, and percentage of anti-stripping additive in the mix design
submittal.
• Include with the mix design submittal a certification from the asphalt binder supplier
that the anti-stripping additive is compatible with the crude source and the
formulation of asphalt binder proposed for use in the mix design.
• Do not include warm mix asphalt (WMA) additives when developing a mix design
or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA)
additives is not part of the process for obtaining approval for listing a mix design on
the QPL. Refer to Section 5-04.2(2)B.
The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for
approval on the QPL is dependent on the contractual basis for acceptance of the HMA
mixture, as shown in Table 1. �
Austin Drive Pavement Preservation
STPUS-6639(001)
A-6
Table 1
Basis for Contracting Agency Evaluation of HMA Mix Designs for
Approval on the QPL
Contractual Basis Basis for Contracting Contracting Agency
for Acceptance of Agency Approval of Materials Testing for
HMA Mixture (see Mix Design for Evaluation of the Mix
Section 5-04.3 9 Placement on QPL Desi n
The Contracting Agency
Statistical Evaluation, will test the mix design
or Nonstatistical WSDOT Standard materials for compliance
Evaluation Practice QC-8 With Sections 9-03.8(2)
and 9-03.8 6 .
The Contracting Agency
Review of Form 350-042 may elect to test the mix
for compliance with design materials, or
Visual Evaluation Sections 9-03.8(2) and evaluate in accordance
9-03.8(6) with WSDOT Standard
Practice QC-8, at its sole
discretion.
If the Contracting Agency approves the mix design, it will be listed on the QPL for 12
consecutive months. The Contracting Agency may extend the 12 month listing provided the
Contractor submits a certification letter to the Qualified Products Engineer verifying that the
aggregate source and job mix formula (JMF) gradation, and asphalt binder crude source and
formulation have not changed. The Contractor may submit the certification no sooner than
one month prior to expiration of the initial 12 month mix design approval. Within 7 calendar
days of receipt of the Contractor's certification, the Contracting Agency will update the QPL.
The maximum duration for approval of a mix design and listing on the QPL will be 24 months
from the date of initial approval or as approved by the Engineer.
5-04.2(1)A Mix Designs Containing RAP and/or RAS
Mix designs are classified by the RAP and/or RAS content as shown in Table 2.
Table 2
Mix Design Classification Based on RAP/RAS Content
RAP/RAS Classification RAP/RAS Content'
Low RAP/No RAS 0% <_ RAP% <_ 20% and RAS% _
0%
High RAP/Any RAS 20% < RAP% <_ Maximum
Allowable RAPz
and/or
0% < RAS% <_ Maximum
Allowable RASz
'Percentages in this table are by total weight of HMA
zSee Table 4 to determine the limits on the maximum amount RAP
and/or RAS.
5-04.2(1)A1 Low RAP/No RAS — Mix Design Submittals for Placement on QPL
For Low RAP/No RAS mix designs, comply with the following additional
requirements:
Austin Drive Pavement Preservation
STPUS-6639(001)
A-7
1. Develop the mix design without the inclusion of RAP.
2. The asphalt binder grade shall be the grade indicated in the Bid item
name or as otherwise required by the Contract.
3. Do not submit samples of RAP with these mix designs.
4. Testing RAP or RAS stockpiles is not required for obtaining approval for
placing these mix designs on the QPL.
5-04.2(1)A2 High RAP/Any RAS - Mix Design Submittals for Placement on
QPL
For High RAP/Any RAS mix designs, comply with the following additional .
requirements:
1. For mix designs with any RAS, test the RAS stockpile (and RAP stockpile
if any RAP is in the mix design) in accordance with Table 3.
2. For High RAP mix designs with no RAS, test the RAP stockpile in
accordance with Table 3. `
3. For mix designs with High RAP/Any RAS, construct a single stockpile for
RAP and a single stockpile for RAS and isolate (sequester) these
stockpiles from further stockpiling before beginning development of the
mix design. Test the RAP and RAS during stockpile construction as
required by item 1 and 2 above. Use the test data in developing the mix
design, and report the test data to the Contracting Agency on WSDOT
Form 350-042 as part of the mix design submittal for approval on the
QPL. Account for the reduction in asphalt binder contributed from RAS in
accordance with AASHTO PP 78. Do not add to these stockpiles after
� starting the mix design process.
Table 3
Test Frequency of RAP/RAS During RAP/RAS Stockpile
• Construction For Approving a High RAP/Any RAS Mix
Desi n for Placement on the QPL
Test Fre uenc ' Test for Test Method
• 1/1000 tons of
RAP (minimum Asphalt Binder FOP for AASHTO T
of 10 per mix Content and Sieve 308
design) and Analysis of Fine and
• 1/100 tons of and Coarse FOP for WAQTC T
RAS (minimum Aggregate 27/T 11
of 10 per mix
- desi n
'"tons", in this table, refers to tons of the reclaimed material
before being incorporated into HMA.
4. Limit the amount of RAP and/or RAS used in a High RAP/Any RAS mix
design by the amount of binder contributed by the RAP and/or RAS, in
accordance with Table 4.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-8
Table 4
Maximum�Amount of RAP and/or RAS in HMA Mixture
Maximum Amount of Binder Contributed from:
RAP RAS
40%' minus contribution of 200�02
binder from RAS
'Calculated as the weight of asphalt binder contributed from the
RAP as a percentage of the total weight of asphalt binder in the
mixture.
2 Calculated as the weight of asphalt binder contributed from the
RAS as a percentage of the total weight of asphalt binder in the
mixture.
5. Develop the mix design including RAP, RAS, recycling agent, and new
binder.
6. Extract, recover, and test the asphalt residue from the RAP and RAS
stockpiles to determine the percent of recycling agent and/or grade of new
. asphalt binder needed to meet but not exceed the performance grade
(PG) of asphalt binder required by the Contract.
a. Perform the asphalt extraction in accordance with AASHTO T 164 or
ASTM D 2172 using reagent grade trichloroethylene.
b. Perform the asphalt recovery in accordance with AASHTO R 59 or
ASTM D 1856.
c. Test the recovered asphalt residue in accordance with AASHTO R 29
to determine the asphalt binder grade in accordance with Section 9-
02.1(4): - ' �
d. After determining the recovered asphalt binder grade, determine the
percent of recycling agent and/or grade of new asphalt binder in
accordance with ASTM D 4887.
e. Test the flnal blend of recycling agent, binder recovered from the
RAP and RAS, and new asphalt binder in accordance with AASHTO
R 29. The final blended binder shall meet but not exceed the
performance grade of asphalt binder required by the Contract and
comply with the requirements of Section 9-02.1(4).
7. Include the following test data with the mix design submittal:
a. All test data from RAP and RAS stockpile construction.
b. All data from testing the recovered and blended asphalt binder.
8. Include representative samples of the following with the mix design
submittal:
a. RAP and RAS.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-9
b. 100 grams of recovered asphalt residue from the RAP and RAS that
are to be used in the HMA production.
5-04.2(1)B Commercial HMA - Mix Design Submittal for Placement on QPL
For HMA used in the Bid item Commercial HMA, in addition to the requirements of 5-
04.2(1) identify the following in the submittal:
1. Commercial HMA
2. Class of HMA
3. Performance grade of binder
4. Equivalent Single Axle Load (ESAL)
The Contracting Agency may elect to approve Commercial HMA mix designs without
evaluation.
5-04.2(1)C Mix Design Resubmittal for QPL Approval
Develop a new mix design and resubmit for approval on the QPL when any of the
following changes occur. When these occur, discontinue using the mix design until after
it is reapproved on the QPL.
1. Change in the source of crude petroleum used in the asphalt binder.
2. Changes in the asphalt binder refining process.
3. Changes in additives or modifiers in the asphalt binder.
4. Changes in the anti-strip additive, brand, type or quantity.
5. Changes to the source of material for aggregate.
6. Changes to the job mix formula that exceed the amounts as described in item
2 of Section 9-03.8(7), unless otherwise approved by the Engineer.
7. Changes in the percentage of material from a stockpile, when such changes
exceed 5% of the total aggregate weight.
a. Changes to the percentage of material from a stockpile will be calculated
based on the total aggregate weight (not including the weight of RAP)for
Low RAP/No RAS mix designs.
b. For High RAP/Any RAS mix designs, changes in the percentage of
material from a stockpile will be based on total aggregate weight including
the weight of RAP (and/or RAS when included in the mixture).
Prior to making any change in the amount of RAS in an approved mix design, notify the
Engineer for determination of whether a new mix design is required, and obtain the
Engineer's approval prior to implementing such changes.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-10
5-04.2(2) Mix Design—Obtaining P�oject Approval
Use only mix designs listed on the Qualified Products List (QPL). Submit WSDOT Form 350-
041 to the Engineer to request approval to use a mix design from the QPL. Changes to the
job mix formula (JMF)that have been approved on other contracts may be included. The
Engineer may reject a request to use a mix design if production of HMA using that mix
design on any contract is not in compliance with Section 5-04.3(11)D, E, F, and G for
mixture or compaction.
5-04.2(2)A Changes to the Job Mix Formula
The approved mix design obtained from the QPL will be considered the starting job mix
formula (JMF) and shall be used as the initial basis for acceptance of HMA mixture, as
detailed in Section 5-04.3(9).
During production the Contractor may request to adjust the JMF. Any adjustments to
the JMF will require approval of the Engineer and shall be made in accordance with
item 2 of Section 9-03.8(7). After approval by the Engineer, such adjusted JMF's shall
constitute the basis for acceptance of the HMA mixture.
5-04.2(2)B Using Warm Mix Asphalt Processes
The Contractor may, at the Contractor's discretion, elect to use warm mix asphalt
(WMA) processes for producing HMA. WMA processes include organic additives,
chemical additives, and foaming. The use of WMA is subject to the following:
• Do not use WMA processes in the production of High RAP/Any RAS mixtures.
• Before using WMA processes, obtain the Engineer's approval using WSDOT
Form 350-076 to describe the proposed WMA process.
5-04.3 Construction Requirements
5-04.3(1) Weather Limitations
Do not place HMA for wearing course on any Traveled Way beginning October 1 St through
March 31 St of the following year, without written concurrence from the Engineer.
Do not place HMA on any wet surface, or when the average surface temperatures are less
than those specified in Table 5, or when weather conditions otherwise prevent the proper
handling or finishing of the HMA.
Table 5
Minimum Surface Temperature for Paving
Compacted Wearing Course Other Courses
Thickness Feet
Less than 0.10 55°F 45°F
0.10 to 0.20 45°F 35°F
More than 0.20 35°F 35°F
5-04.3(2) Paving Under Traffic
These requirements apply when the Roadway being paved is open to traffic.
In hot weather, the Engineer may require the application of water to the pavement to -
accelerate the finish rolling of the pavement and to shorten the time required before
reopening to traffic.
Austin Drive Pavement Preservation
S TPUS-6639(001)
A-11
During paving operations, maintain temporary pavement markings throughout the project.
Install temporary pavement markings on the Roadway prior to opening to traffic. Temporary
pavement markings shall comply with Section 8-23.
5-04.3(3) Equipment
5-04.3(3)A Mixing Plant
Equip mixing plants as follows.
1. Use tanks for storage and preparation of asphalt binder which:
• Heat the contents by means that do not allow flame to contact the
contents or the tank, such as by steam or electricity.
• Heat and hold contents at the required temperatures.
• Continuously circulate contents to provide uniform temperature and
consistency during the operating period.
• Provide an asphalt binder sampling valve, in either the storage tank or the
supply line to the mixer.
2. Provide thermometric equipment:
• In the asphalt binder feed line near the charging valve at the mixer unit,
capable of detecting temperature ranges expected in the HMA and in a
location convenient and safe for access by Inspectors.
• At the discharge chute of the drier to automatically register or indicate the
temperature of the heated aggregates, and situated in full view of the
plant operator.
3. When heating asphalt binder:
• Do not exceed the maximum temperature of the asphalt binder
recommended by the asphalt binder supplier.
• Avoid local variations in heating.
• Provide a continuous supply of asphalt binder to the mixer at a uniform
average temperature with no individual variations exceeding 25°F.
4. Provide a mechanical sampler for sampling mineral materials that:
• Meets the crushing or screening requirements of Section 1-05.6.
5. Provide HMA sampling equipment that complies with WSDOT SOP T-168.
• Use a mechanical sampling device installed between the discharge of the
silo and the truck transport, approved by the Engineer, or
• Platforms or devices to enable sampling from the truck transport without
entering the truck transport for sampling HMA.
Austin Drive Pavement Preservahon
STPUS-6639(001)
A-12
6. Provide for setup and operation of the Contracting Agency's field
testing:
• As required in Section 3-01.2(2).
7. Provide screens or a lump breaker:
• When using any RAP or any RAS, to eliminate oversize RAP or RAS
particles from entering the pug mill or drum mixer.
5-04.3(3)B Hauling Equipment
Provide HMA hauling equipment with tight, clean, smooth metal beds and a cover of
canvas or other suitable material of sufficient size to protect the HMA from adverse
weather. Securely attach the cover to protect the HMA whenever the weather conditions
_ during the work shift include, or are.forecast to include, precipitation or an air
temperature less than 45°F.
Prevent HMA from adhering to the hauling equipment. Spray metal beds with an
environmentally benign release agent. Drain excess release agent prior to filling hauling
equipment with HMA. Do not use petroleum derivatives or other coating material that
contaminate or alter the characteristics of the HMA. For hopper trucks, operate the
conveyer during the process of applying the release agent.
5-04.3(3)C Pavers
Use self-contained, power-propelled pavers provided with an internally heated vibratory
screed that is capable of spreading and finishing courses of HMA in lane widths
required by the paving section shown in the Plans.
When requested by the Engineer, provide written certification that the paver is equipped
with the most current equipment available from the manufacturer for the prevention of
segregation of the coarse aggregate particles. The certification shall list the make,
model, and year of the paver and any equipment that has been retrofitted to the paver.
Operate the screed in accordance with the manufacturer's recommendations and in a
manner to produce a finished surface of the required evenness and texture without
tearing, shoving, segregating, or gouging the mixture. Provide a copy of the
manufacturer's recommendations upon request by the Contracting Agency. Extensions
to the screed will be allowed provided they produce the same results, including ride,
density, and surface texture as obtained by the primary screed. In the Travelled Way do
not use extensions without both augers and an internally heated vibratory screed.
Equip the paver with automatic screed controls and sensors for either or both sides of
the paver. The controls shall be capable of sensing grade from an outside reference
line, sensing the transverse slope of the screed, and providing automatic signals that
operate the screed to maintain the desired grade and transverse slope. Construct the
sensor so it will operate from a reference line or a mat referencing device. The
transverse slope controller shall be capable of maintaining the screed at the desired
slope within plus or minus 0.1 percent.
Equip the paver with automatic feeder controls, properly adjusted to maintain a uniform
depth of material ahead of the screed.
Austin Drive Pavement Preservation
STPUS-6639(001) .
A-13
� Manual operation of the screed is permitted in the construction of irregularly shaped and
minor areas. These areas include, but are not limited to, gore areas, road approaches,
tapers and left-turn channelizations.
When specified in the Contract, provide reference lines for vertical control. Place
reference lines on both outer edges of the Traveled Way of each Roadway. Horizontal
control utilizing the reference line is permitted. Automatically control the grade and
slope of intermediate lanes by means of reference lines or a mat referencing device and
a slope control device. When the finish of the grade prepared for paving is superior to
the established tolerances and when, in the opinion of the Engineer, further
improvement to the line, grade, cross-section, and smoothness can best be achieved
without the use of the reference line, a mat referencing device may be substituted for
the reference line. Substitution of the device will be subject to the continued approval of
the Engineer. A joint matcher may be used subject to the approval of the Engineer. The
reference line may be removed after completion of the first course of HMA when
approved by the Engineer. Whenever the Engineer determines that any of these
methods are failing to provide the necessary vertical control, the reference lines will be
reinstalled by the Contractor.
Furnish and install all pins, brackets, tensioning devices, wire, and accessories
necessary for satisfactory operation of the automatic control equipment.
If the paving machine in use is not providing the required finish, the Engineer may
suspend Work as allowed by Section 1-08.6.
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
Use a material transfer device (MTD) or material transfer vehicle (MTV) to deliver the
HMA from the hauling equipment to the paving machine for any lift in (or partially in) the
top 0.30 feet of the pavement section used in traffic lanes. However, an MTDN is not
required for HMA placed in irregularly shaped and minor areas such as tapers and turn
lanes, or for HMA mixture that is accepted by Visual Evaluation. At the Contractor's
request the Engineer may approve paving without an MTDN; the Engineer will
determine if an equitable adjustment in cost or time is due. If a windrow elevator is
used, the Engineer may limit the length of the windrow in urban areas or through
intersections.
To be approved for use, an MTV:
1. Shall be a self-propelled vehicle, separate from the hauling vehicle or paver.
2. Shall not connected to the hauling vehicle or paver.
3. May accept HMA directly from the haul vehicle or pick up HMA from a
windrow.
4. Shall mix the HMA after delivery by the hauling equipment and prior to
placement into the paving machine.
5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the
mixture.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-14
To be approved for use, an MTD:�`�'-
1. Shall be positively connected to the paver.
2. May accept HMA directly from the haul vehicle or pick up HMA from a
windrow.
3. Shall mix the HMA after delivery by the hauling equipment and prior to
placement into the paving machine.
4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the
mixture.
5-04.3(3)E Rollers
Operate rollers in accordance with the manufacturer's recommendations. When
� requested by the Engineer, provide a Type 1 Working Drawing of the manufacturer's
recommendation for the use of any roller planned for use on the project. Do not use
rollers that crush aggregate, produce pickup or washboard, unevenly compact the
surface, displace the mix, or produce other undesirable results.
5-04.3(4) Preparation of Existing Paved Surfaces
Before constructing HMA on an existing paved surface, the entire surface of the pavement
shall be clean. Entirely remove all fatty asphalt patches, grease drippings, and other
deleterious substances from the existing pavement to the satisfaction of the Engineer.
Thoroughly clean all pavements or bituminous surfaces of dust, soil, pavement grindings,
and other foreign matter. Thoroughly remove any cleaning or solvent type liquids used to
clean equipment spilled on the pavement before paving proceeds. Fill all holes and small
depressions with an appropriate class of HMA. Level and thoroughly compact the surface of
the patched area.
Apply a uniform coat of asphalt (tack coat) to all paved surfaces on which any course of
HMA is to be placed or abutted. Apply tack coat to cover the cleaned existing pavement with
a thin film of residual asphalt free of streaks and bare spots. Apply a heavy application of
tack coat to all joints. For Roadways open to traffic, limit the application of tack coat to
surfaces that will be paved during the same working shift. Equip the spreading equipment
with a thermometer to indicate the temperature of the tack coat material.
Do not operate equipment on tacked surfaces until the tack has broken and cured. Repair
tack coat damaged by the Contractor's operation, prior to placement of the HMA.
Unless otherwise approved by the Engineer, use CSS-1, CSS-1 h, or Performance Graded
(PG) asphalt for tack coat. The CSS-1 and CSS-1 h emulsified asphalt may be diluted with
water at a rate not to exceed one part water to one part emulsified asphalt. Do not allow the
tack coat material to exceed the maximum temperature recommended by the
asphalt supplier.
When shown in the Plans, prelevel uneven or broken surfaces over which HMA is to be
placed by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by
the Engineer.
Austin Drive Pavement Preservation '
STPUS-6639(001)
A-15
5-04.3(4)A Crack Sealing
5-04.3(4)A1 General
When the Proposal includes a pay item for crack sealing, seal all cracks '/4 inch in
width and greater.
Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and
foreign material when filling with crack sealant material. Use a hot compressed air
lance to dry and warm the pavement surfaces within the crack immediately prior to
filling a crack with the sealant material. Do not overheat pavement. Do not use
� direct flame dryers. Routing cracks is not required.
Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the
components and pour the mixture into the cracks until full. Add additional CSS-1
emulsified asphalt to the sand slurry as needed for workability to ensure the mixture
will completely fill the crack. Strike off the sand slurry flush with the existing
pavement surface and allow the mixture to cure. Top off cracks that were not
completely filled with additional sand slurry. Do not place the HMA overlay until the
slurry has fully cured.
Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply
the material in accordance with these requirements and the manufacturer's
recommendations. Furnish a Type 1 Working Drawing of the manufacturer's
recommendations to the Engineer prior to the start of work, including the
manufacturer's recommended heating time and temperatures, allowable storage
time and temperatures after initial heating, allowable reheating criteria, and
application temperature range. Confine hot poured sealant material within the
crack. Clean any overflow of sealant from the pavement surface. If, in the opinion
of the Engineer, the Contractor's method of sealing the cracks with hot poured
sealant results in an excessive amount of material on the pavement surface, stop
and correct the operation to eliminate the excess material.
5-04.3(4)A2 Crack Sealing Areas Prior to Paving
In areas where HMA will be placed, use sand slurry to fill the cracks.
5-04.3(4)A3 Crack Sealing Areas Not to be Paved
In areas where HMA will not be placed, fill the cracks as follows:
1. Cracks '/4 inch to 1 inch in width -fill with hot poured sealant.
2. Cracks greater than 1 inch in width —fill with sand slurry.
5-04.3(4)B Soil Residual Herbicide
Where shown in the Plans, apply one application of an approved soil residual herbicide.
Comply with Section 8-02.3(3)B. Complete paving within 48 hours of applying the
herbicide.
Use herbicide registered with the Washington State Department of Agriculture for use
under pavement. Before use, obtain the Engineer's approval of the herbicide and the
proposed rate of application. Include the following information in the request for
approval of the material:
1. Brand Name of the Material,
Austin Drive Pavement Preservation
STPUS-6639(001)
A-16
... • ; ,,,,..
2. Manufacturer,
3. Environmental P�otection Agency (EPA) Registration Number,
4. Material Safety Data Sheet, and
5. Proposed Rate of Application.
5-04.3(4)C Pavement Repair
Excavate pavement repair areas and backfill these with HMA in accordance with the
details shown in the Plans and as staked. Conduct the excavation operations in a
manner that will protect the pavement that is to remain. Repair pavement not
designated to be removed that is damaged as a result of the Contractor's operations to
the satisfaction of the Engineer at no cost to the Contracting Agency. Excavate only
within.one lane at a time unless approved otherwise by the Engineer. Do not excavate
more area than can be completely backfilled and compacted during the same shift.
Unless otherwise shown in the Plans or determined by the Engineer, excavate to a
depth of 1.0 feet. The Engineer will make the final determination of the excavation depth
required.
The minimum width of any pavement repair area shall be 40 inches unless shown
otherwise in the Plans. Before any excavation, sawcut the perimeter of the pavement
area to be removed unless the pavement in the pavement repair area is to be removed
by a pavement grinder.
Excavated materials shall be the property of the Contractor and shall be disposed of in
a Contractor-provided site off the Right of Way or used in accordance with Sections 2-
02.3(3) or 9-03.21.
Apply a heavy application�of tack coat to all surfaces of existing pavement in the
pavement repair area, in accordance with Section 5-04.3(4).
Place the HMA backfill in lifts not to exceed 0.35-foot compacted depth. Thoroughly
compact each lift by a mechanical tamper or a roller.
5-04.3(5) Producing/Stockpiling Aggregates, RAP, 8 RAS
Produce aggregate in compliance with Section 3-01. Comply with Section 3-02 for
preparing stockpile sites, stockpiling, and removing from stockpile each of the following:
aggregates, RAP, and RAS. Provide sufficient storage space for each size of
aggregate, RAP and RAS. Fine aggregate or RAP may be uniformly blended with the
RAS as a method of preventing the agglomeration of RAS particles. Remove the
aggregates, RAP and RAS from stockpile(s) in a manner that ensures minimal
segregation when being moved to the HMA plant for processing into the final mixture.
Keep different aggregate sizes separated until they have been delivered to the HMA
plant.
5-04.3(5)A Stockpiling RAP or RAS for High RAP/Any RAS Mixes
Do not place any RAP or RAS into a stockpile which has been sequestered for a
High RAP/Any RAS mix design. Do not incorporate any RAP or RAS into a High
Austin Drive Pavement Preservation
STPUS-6639(001)
A-17
RAP/Any RAS mixture from any source other than the stockpile which was
sequestered for approval of that particular High RAP/Any RAS mix design.
RAP that is used in a Low RAP/No RAS mix is not required to come from a
sequestered stockpile.
5-04.3(6) Mixing
The asphalt supplier shall introduce anti-stripping additive, in the amount designated on
the QPL for the mix design, into the asphalt binder prior to shipment to the asphalt
mixing plant. �
Anti-strip is not required for temporary work that will be removed prior to Physical
Completion.
Use asphalt binder of the grade, and from the supplier, in the approved mix design.
Prior to introducing reclaimed materials into the asphalt plant, remove wire, nails, and
other foreign material. Discontinue use of the reclaimed material if the Engineer, in their
sole discretion, determines the wire, nails, or other foreign material to be excessive.
Size RAP and RAS prior to entering the mixer to provide uniform and thoroughly mixed
HMA. If there is evidence of the RAP or RAS not breaking down during the heating and
mixing of the HMA, immediately suspend the use of the RAP or RAS until changes have
been approved by the Engineer.
After the required amount of mineral materials, RAP, RAS, new asphalt binder and
recycling agent have been introduced into the mixer, mix the HMA until complete and
uniform coating of the particles and thorough distribution of the asphalt binder
throughout the mineral materials, RAP and RAS is ensured.
Upon discharge from the mixer, ensure that the temperature of the HMA does not
exceed the optimum mixing temperature shown on the approved Mix Design Report by
more than 25°F, or as approved by the Engineer. When a WMA additive is included in
the manufacture of HMA, do not heat the WMA additive (at any stage of production
including in binder storage tanks) to a temperature higher than the maximum
recommended by the manufacturer of the WMA additive.
A maximum water content of 2 percent in the mix, at discharge, will be allowed
providing the water causes no problems with handling, stripping, or flushing. If the water
in the HMA causes any of these problems, reduce the moisture content.
During the daily operation, HMA may be temporarily held in approved storage facilities.
Do not incorporate HMA into the Work that has been held for more than 24 hours after
mixing. Provide an easily readable, low bin-level indicator on the storage facility that
indicates the amount of material in storage. Waste the HMA in storage when the top
level of HMA drops below the top of the cone of the storage facility, except as the
storage facility is being emptied at the end of the working shift. Dispose of rejected or
waste HMA at no expense to the Contracting Agency.
5-04.3(7) Spreading and Finishing
Do not exceed the maximum nominal compacted depth of any layer in any course, as
shown in Table 6, unless approved by the Engineer:
Ausfin Drive Pavement Preservation
STPUS-6639(001)
A-18
Table 6
Maximum Nominal Compacted Depth of Any Layer
HMA Class Wearing Course Other than Wearing
Course
1 inch 0.35 feet 0.35 feet
3/4 and '/z inch 0.30 feet 0.35 feet
3/8 inch 0.15 feet 0.15 feet
Use HMA pavers complying with Section 5-04.3(3)to distribute the mix. On areas
where irregularities or unavoidable obstacles make the use of inechanical spreading
and finishing equipment impractical, the paving may be done with other equipment or by
hand.
When more than one JMF is being utilized to produce HMA, place the material
produced for each JMF with separate spreading and compacting equipment. Do not
intermingle HMA produced from more than one JMF. Each strip of HMA placed during a
work shift shall conform to a single JMF established for the class of HMA specified
unless there is a need to make an adjustment in the JMF.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
Sample aggregate for meeting the requirements of Section 3-04 prior to being
incorporated into HMA. (The acceptance data generated for the Section 3-04
acceptance analysis will not be commingled with the acceptance data generated for the
Section 5-04.3(9) acceptance analysis.) Aggregate acceptance samples shall be taken
as described in Section 3-04. Aggregate acceptance testing will be performed by the
Contracting Agency. Aggregate contributed from RAP and/or RAS will not be evaluated
under Section 3-04.
For aggregate that will be used in HMA mixture which will be accepted by either
Statistical or Nonstatistical Evaluation, the Contracting Agency's acceptance of the
aggregate will be based on:
1. Samples taken prior to mixing with asphalt binder, RAP, or RAS;
2. Testing for the materials properties of fracture, uncompacted void content, and
sand equivalent;
3. Evaluation by the Contracting Agency in accordance with Section 3-04,
including price adjustments as described therein.
For aggregate that will be used in HMA which will be accepted by Visual Evaluation,
evaluation in accordance with items 1, 2, and 3 above is at the discretion of the
Engineer.
5-04.3(9) HMA Mixture Acceptance
The Contracting Agency will evaluate HMA mixture for acceptance by one of three
methods as determined from the criteria in Table 7.
Table 7
Basis of Acceptance for HMA Mixture
Austin Drive Pavement Preservation
STPUS-6639(001)
A-19
Visual Evaluation Nonstatistical Statistical
Evaluation Evaluation
• Commercial HMA • All HMA • All HMA
placed at any mixture of mixture other
location the same than that
• Any HMA placed in: class and accepted by
o sidewalks PG binder Visual or
o road approaches grade with a Nonstatistical
Criteria o ditches Proposal Evaluation
for o slopes quantity
Selecting o paths less than
the o trails 4,000 tons.
Evaluation o gores (Exclude
Method o prelevel the tonnage
o temporary of HMA
pavement' mixture
o pavement repair accepted by
• Other nonstructural Visual
applications of HMA Evaluation.)
as approved by the
En ineer
'Temporary pavement is HMA that will be removed before Physical
Completion of the Contract.
5-04.3(9)A Mixture Acceptance—Test Section
This Section applies to HMA mixture accepted by Statistical Evaluation and mixture
accepted by Nonstatistical Evaluation. A test section is not allowed for HMA
accepted by Visual Evaluation.
The purpose of a test section is to determine, at the beginning of paving, whether
or not the Contractor's mix design and production processes will produce HMA
meeting the Contract requirements related to mixture.
Use Table 8 to determine when a test section is required, optional, or not allowed,
and to determine when test sections may end for an individual mix design. Each
mix design will be evaluated independently for the test section requirements.
Construct HMA mixture test sections at the beginning of paving, using at least 600
tons and a maximum of 1,000 tons or as approved by the Engineer. Each test
section shall be constructed in one continuous operation. Each test section shall be
considered a lot. The mixture in each test section will be evaluated based on the
criteria in Table 9 to determine if test sections for that mix design may stop.
If more than one test section is required, each test section shall be separately by
the criteria in table 8 and 9.
Table 8
Criteria for Conducting and Evaluating HMA Mix Texture Sections
(For HMA Mixture Accepted by Statistical or Nonstatistical Evaluation)
; High RAP/Any RAS Low RAPINo RAS
Austin Drive Pavement Preservation
STPUS-6639(001)
A-20
.. • . � , . . .• .'<i
Is Mixture Test Section �' Mandatory' At Contrac3or's
O tional or Mandato ? O tion
Waiting period after paving 4 calendar daysz 4 calendar daysz
the test section.
Meet "Results Provide samples
Required to Stop and respond to
What Must Happen to Stop Performing Test WSDOT test
Performing Test Sections? Sections" in Table 9 results required by
for High RAP/Any Table 9 for Low
RAS. RAP/No RAS.
'If a mix design has produced an acceptable test section on a previous
contract (paved in the same calendar year, from the same plant, using
the same JMF) the test section may be waived if approved by the
Engineer.
ZThis is to provide time needed by the Contracting Agency to complete
testing and the Contractor to adjust the mixture in response to those test
results. Paving may resume when this is done.
3For HMA with Low RAP/No RAS, which is accepted by Nonstatistical
Evaluation, a test section is not allowed.
Table 9
Results Required to Stop Performing HMA Mixture Test Sections'
(For HMA Mixture Accepted by Statistical or Nonstatistical
Evaluation)
Test Property T e of HMA
Hi h RAP/An RAS Low RAP/No RAS
Minimum PF, of 0.95
Gradation based on the criteria None4
in Section 5-
04.3 9 64z
Minimum PF, of 0.95
Asphalt Binder based on the criteria None4
in Section 5-
04.3 9 B4z
Minimum PF, of 0.95
�a based on the criteria None4
in Section 5-
04.3 9 B42
Hamburg Wheel Track Meet requirements of These tests will not
Indirect Tensile Strength Section 9-03.8(2).3 be done as part of
Test Section.
Sand Equivalent Meet requirements of 3
Uncompacted Void Content Section 9-03.8(2).3 None
Fracture
Austin Drive Pavement Preservation
STPUS-6639(001)
A-21
'In addition to the requirements of this table, acceptance of the HMA
mixture used in each test section is subject to the acceptance criteria and
price adjustments for Statistical Evaluation or Non-statistical Evaluation
(see Table 7).
2Divide the test section lot into three sublots, approximately equal in size.
Take one sample from each sublot, and test each sample for all of the
properties in the first column.
3Take one sample for each test section lot. Test the sample for all of the
properties in the first column.
4Divide the test section lot into three sublots, approximately equal in size.
Take one sample from each sublot, and test each sample for all of the
properties in the first column. There are no criteria for discontinuing test
sections for these mixes; however, the contractor must comply with
Section 5-04.3(11)F before resuming paving.
5-04.3(9)B Mixture Acceptance—Statistical Evaluation
5-04.3(9)B1 Mixture Statistical Evaluation — Lots and Sublots
HMA mixture which is accepted by Statistical Evaluation will be evaluated by
the Contracting Agency dividing that HMA tonnage into mixture lots, and each
mixture lot will be evaluated using stratified random sampling by the
Contracting Agency sub-dividing each mixture lot into mixture sublots. All
mixture in a mixture Iot shall be of the same mix design. The mixture sublots
will be numbered in the order in which the mixture (of a particular mix design)
is paved.
Each mixture lot comprises a maximum of 15 mixture sublots, except:
• The final mixture lot of each mix design on the Contract will comprise
a maximum of 25 sublots.
• A mixture lot for a test section, which will consist of the three sublots
and corresponding test results used in evaluating the test section for
gradation, asphalt binder, and Va.
Each mixture sublot shall be approximately uniform in size with the maximum
mixture sublot size as specified in Table 10. The quantity of material
represented by the final mixture sublot of the project, for each mix design on
the project, may be increased to a maximum of two times the mixture sublot
quantity calculated. Should a lot accepted by statistical evaluation contain
fewer than three sublots, the HMA will be accepted in accordance with
nonstatistical evaluation.
Table 10
Maximum HMA Mixture Sublot Size
For HMA Acce ted b Statistical Evaluation
HMA Original Plan Quantity Maximum Sublot Size (tons)2
tons '
< 20,000 1,000
20,000 to 30,000 1,500
>30,000 2,000
' "Plan quantity" means the plan quantity of all HMA of the
' same class and binder grade which is accepted by Statistical
Evaluation.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-22
z The maximum sublot size for each combination of HMA class
and binder grade shall be calculated separately.
• For a mixture lot in progress with a mixture CPF less than 0.75, a
new mixture lot will begin at the Contractor's request after the
Engineer is satisfied that material conforming to the Specifications
can be produced. See also Section 5-04.3(11)F.
• If, before completing a mixture lot, the Contractor requests a change
to the JMF which is approved by the Engineer, the mixture produced
in that lot after the approved change will be evaluated on the basis of
the changed JMF, and the mixture produced in that lot before the
approved change will be evaluated on the basis of the unchanged
JMF; however, the mixture before and after the change will be
evaluated in the same lot. Acceptance of subsequent mixture lots will
be evaluated on the basis of the changed JMF.
5-04.3(9)62 Mixture Statistical Evaluation —Sampling
Complywith Section 1-06.2(1).
Samples of HMA mixture which is accepted by Statistical Evaluation will be
randomly selected from within each sublot, with one sample per sublot. The
Engineer will determine the random sample location using WSDOT Test
Method T 716. The Contractor shall obtain the sample when ordered by the
Engineer. The Contractor shall sample the HMA mixture in the presence of the
Engineer and in accordance with FOP for WAQTC T 168.
5-04.3(9)B3 Mixture Statistical Evaluation —Acceptance Testing
Comply with Section 1-06.2(1).
The Contracting Agency will test the mixture sample from each sublot
(including sublots in a test section)for the properties shown in Table 11.
Table 11
Testing Required for each HMA Mixture Sublot
Test Procedure Performed b
Va WSDOT SOP Engineer
731
Asphalt Binder Content FOP for Engineer
AASHTO T 308
Gradation: Percent Passing FOP for Engineer
1'/z, 1„ 3/d', '/�', 3/a', No. 4, WAQTC
No. 8, No. 200 T 27/T 11
The mixture samples and tests taken for the purpose of determining
acceptance of the test section (as described in Section 5-04.3(9)A) shall also
be used as the test results for acceptance of the mixture described in 5-
04.3(9)B3, 5-04.3(9)64, 5-04.3(9)B5, and 5-04.3(9)66.
5-04.3(9)B4 Mixture Statistical Evaluation —Pay Factors
Comply with Section 1-06.2(2).
Austin Drive Pavement Preservation
STPUS-6639(001)
A-23
The Contracting Agency will determine a pay factor (PF,)for each of the
properties in Table 11, for each mixture lot, using the quality level analysis in
Section 1-06.2(2)D. For Gradation, a pay factor will be calculated for each of
the sieve sizes listed in Table 11 which is equal to or smaller than the
maximum allowable aggregate size (100 percent passing sieve) of the HMA
mixture. The USL and LSL shall be calculated using the Job Mix Formula
Tolerances (for Statistical Evaluation) in Section 9-03.8(7).
If a constituent is not measured in accordance with these Specifications, its
individual pay factor will be considered 1.00 in calculating the Composite Pay
Factor(CPF).
5-04.3(9)65 Mixture Statistical Evaluation —Composite Pay Factors
(CPF)
Comply with Section 1-06.2(2).
In accordance with Section 1-06.2(2)D4, the Contracting Agency will determine
a Composite Pay Factor (CPF) for each mixture lot from the pay factors
calculated in Section 5-04.3(9)64, using the price adjustment factors in Table
12. Unless otherwise specified, the maximum CPF for HMA mixture shall be
1.05.
Table 12
HMA Mixture Price Adjustment Factors
Constituent Factor "f"
All aggregate passing: 1'/z', 1", 3/4', '/z",
3/8' and No.4 sieves 2
All a re ate assin No. 8 sieve 15
All a re ate assin No. 200 sieve 20
As halt binder 40
Alr VOlds Va 20
5-04.3(9)B6 Mixture Statistical Evaluation — Price Adjustments
For each HMA mixture lot, a Job Mix Compliance Price Adjustment will be
determined and applied, as follows:
JMCPA = [0.60x (CPF- 1.00)] xQxUP
Where
JMCPA = Job Mix Compliance Price Adjustment for a given lot of mixture
��)
CPF = Composite Pay factor for a given lot of mixture (maximum is
1.05)
Q = Quantity in a given lot of mixture (tons)
UP = Unit price of the HMA in a given lot of mixture ($/ton)
5-04.3(9)B7 Mixture Statistical Evaluation — Retests
The Contractor may request that a mixture sublot be retested. To request a
retest, submit a written request to the Contracting Agency within 7 calendar
days after the specific test results have been posted to the website or emailed
to the Contractor, whichever occurs first. The Contracting Agency will send a
Austin Drive Pavement Preservation
STPUS-6639(001)
A-24
•..�,,;�,
split of the original acceptance sample for testing by the Contracting Agency to
either the Region Materials Laboratory or the State Materials Laboratory as
determined by;the.Engineer. The Contracting Agency will not test the split of
the sample with the same equipment or by the same tester that ran the original
acceptance test. The sample will be tested for a complete gradation analysis,
asphalt binder content, and Va, and the results of the retest will be used for the
acceptance of the HMA mixture in place of the original mixture sublot sample
test results. The cost of testing will be deducted from any monies due or that
may come due the Contractor under the Contract at the rate of$250 per
sample.
5-04.3(9)C Mixture Acceptance— Nonstatistical Evaluation
5-04.3(9)C1 Mixture Nonstatistical Evaluation — Lots, Sublots, Sampling,
Test Section, Testing, Retests
For HMA mixture accepted by Nonstatistical Evaluation, comply with the
requirements in Table 13:
Table 13
Nonstatistical Evaluation
Lots, Sublots, Sam lin , Test Section, Testin , Retests
Comply with the
Comply with the Specifications Below Requirements of the
Section for:
Test Section Section 5-04.3(9)A Nonstatistical
Evaluation
Lots and Sublots Section 5-04.3 9 B1 Statistical Evaluation
Sam lin Section 5-04.3 9 B2 Statistical Evaluation
Acce tance Tests Section 5-04.3 9 B3 Statistical Evaluation
Retests Section 5-04.3 9 67 Statistical Evaluation
5-04.3(9)C2 Mixture Nonstatistical Evaluation -Acceptance
, Each mixture lot of HMA produced under Nonstatistical Evaluation, for which
all sublot acceptance test results (required by Table 13)fall within the Job Mix
Formula Tolerances for Nonstatistical Evaluation in Section 9-03.8(7), will be
accepted at the unit Contract price with no further evaluation.
5-04.3(9)C3 Mixture Nonstatistical Evaluation —Out of Tolerance
Procedures
Each mixture lot of HMA produced under Nonstatistical Evaluation, for which
any sublot acceptance test result (required by Table 13) falls outside of the Job
Mix Formula Tolerances for Nonstatistical Evaluation in Section 9-03.8(7),
shall be evaluated in accordance with Section 1-06.2 and Table 14 to
determine a Job Mix Compliance Price Adjustment.
Table 14
Nonstatistical Evaluation —Out of Tolerance Procedures
Com I with the Followin '
Pa Factorsz Section 5-04.3 9 64
Com osite Pa Factors3 Section 5-04.3 9 B5
Price Ad'ustments Section 5-04.3 9 B6
'When less than three mixture sublots exist, backup samples of
Austin Drive Pavement Preservation
STPUS-6639(001)
A-25
the existing mixture sublots shall be tested to provide a minimum
of three sets of results for evaluation. If enough backup samples
are not available, the Contracting Agency will select core sample
locations from the Roadway in accordance with WSDOT Test
Method T 716, take cores from the roadway in accordance with
WSDOT SOP 734, and test the cores in accordance with WSDOT
SOP 737.
zThe Nonstatistical Evaluation tolerance limits in Section 9-03.8(7)
will be used in the calculation of the PF,.
3The maximum CPF shall be 1.00.
5-04.3(9)D Mixture Acceptance—Visual Evaluation
Visual Evaluation of HMA mixture will be by visual inspection by the Engineer or, in
the sole discretion of the Engineer, the Engineer may sample and test the mixture.
5-04.3(9)D1 Mixture Visual Evaluation — Lots, Sampling, Testing, Price
Adjustments
HMA mixture accepted by Visual Evaluation will not be broken into lots unless
the Engineer determines that testing is required. When that occurs, the
Engineer will identify the limits of the questionable HMA mixture, and that
questionable HMA mixture shall constitute a lot. Then, the Contractor will take
samples from the truck, or the Engineer will take core samples from the
roadway at a minimum of three random locations from within the lot, selected
in accordance with WSDOT Test Method T 716, taken from the roadway in
accordance with WSDOT SOP 734, and tested in accordance with WSDOT
SOP 737. The Engineer will test one of the samples for all constituents in
Section 5-04.3(9)63. If all constituents from that test fall within the Job Mix
Formula Tolerances (for Visual Evaluation) in Section 9-03.8(7), the lot will be
accepted at the unit Contract price with no further evaluation.
When one or more constituents fall outside those tolerance limits, the other
samples will be tested for all constituents in Section 5-04.3(9)63, and a Job
Mix Compliance Price Adjustment will be calculated in accordance with Table
15.
Table 15
Visual Evaluation —Out of Tolerance Procedures
Com I with the Followin
Pa Factors' Section 5-04.3 9 64
Com osite Pa Factorsz Section 5-04.3 9 B5
Price Ad'ustments Section 5-04.3 9 B6
�The Visual Evaluation tolerance limits in Section 9-03.8(7) will
be used in the calculation of the PF,.
zThe maximum CPF shall be 1.00.
5-04.3(9)E Mixture Acceptance— Notification of Acceptance Test Results
The results of all mixture acceptance testing and the Composite Pay Factor (CPF)
of the lot after three sublots have been tested will be available to the Contractor
through The Contracting Agency's website.
The Contracting Agency will endeavor to provide written notification (via email to
the Contractor's designee) of acceptance test results through its web-based
Austin Drive Pavement Preservation
STPUS-6639(001)
A-26
materials testing system Statistical Analysis of Materials (SAM)within 24 hours of
the sample being made available to the Contracting Agency. However, the
Contractor agrees: . : �•.� .. . .
1. Quality control, defined as the system used by the Contractor to monitor,
assess, and adjust its production processes to ensure that the final HMA
mixture will meet the specified level of quality, is the sole responsibility of
the Contractor.
2. The Contractor has no right to rely on any testing performed by the
Contracting Agency, nor does the Contractor have any right to rely on
timely notification by the Contracting Agency of the Contracting Agency's
test results (or statistical analysis thereof), for any part of quality control
and/or for making changes or correction to any aspect of the HMA
mixture.
3. The Contractor shall make no claim for untimely notification by the
Contracting Agency of the Contracting Agency's test results or statistical
analysis.
5-04.3(10) HMA Compaction Acceptance
For all HMA, the Contractor shall comply with the General Compaction Requirements in
Section 5-04.3(10)A. The Contracting Agency will evaluate all HMA for compaction
compliance with one of the following - Statistical Evaluation, Visual Evaluation, or Test
Point Evaluation - determined by the criteria in Table 16:
Table 16
Criteria for Determining Method of Evaluation for HMA Compaction�
Statistical Evaluation Visual Evaluation of Test Point Evaluation
of HMA Compaction is HMA Compaction is of HMA Compaction
Re uired For: � Re uired For: is Re uired For:
• Any HMA for which • "HMA for • Any HMA not
the specified course Preleveling..." meeting the criteria
thickness is greater . "HMA for Pavement for Statistical
than 0.10 feet, and Repair..." Evaluation or
the HMA is in: Visual Evaluation
o traffic lanes,
including but not
limited to:
• ramp lanes
• truck climbing
lanes
• weaving lanes
• speed change
lanes
'This table applies to all HMA, and shall be the sole basis for determining
the acceptance method for compaction.
The Contracting Agency may, at its sole discretion, evaluate any HMA for compliance
with the Cyclic Density requirements of Section 5-04.3(10)B.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-27
5-04.3(10)A HMA Compaction —General Compaction Requirements
Immediately after the HMA has been spread and struck off, and after surface
irregularities have been adjusted, thoroughly and uniformly compact the mix. The
completed course shall be free from ridges, ruts, humps, depressions,
objectionable marks, and irregularities and shall conform to the line, grade, and
cross-section shown in the Plans. If necessary, alter the JMF in accordance with
Section 9-03.8(7)to achieve desired results.
Compact the mix when it is in the proper condition so that no undue displacement,
� cracking, or shoving occurs. Compact areas inaccessible to large compaction
equipment by mechanical or hand tampers. Remove HMA that becomes loose,
broken, contaminated, shows an excess or deficiency of asphalt, or is in any way
defective. Replace the removed material with new HMA, and compact it
immediately to conform to the surrounding area.
The type of rollers to be used and their relative position in the compaction
sequence shall generally be the Contractor's option, provided the specified
densities are attained. An exception shall be that pneumatic tired rollers shall be
used for compaction of the wearing course beginning October 1St of any year
through March 31St of the following year. Coverage with a steel wheel roller may
precede pneumatic tired rolling. Unless otherwise approved by the Engineer,
operate rollers in the static mode when the internal temperature of the mix is less
than 175°F. Regardless of mix temperature, do not operate a roller in a mode that
results in checking or cracking of the mat.
On bridge decks and on the five feet of roadway approach immediately adjacent to
the end of bridge/back of pavement seat, operate rollers in static mode only.
5-04.3(10)B HMA Compaction — Cyclic Density
Low cyclic density areas are defined as spots or streaks in the pavement that are
less than 90 percent of the theoretical maximum density. At the Engineer's
discretion, the Engineer may evaluate the HMA pavement for low cyclic density,
and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price
Adjustment will be assessed for any 500-foot section with two or more density
readings below 90 percent of the theoretical maximum density.
5-04.3(10)C HMA Compaction Acceptance—Statistical Evaluation
HMA compaction which is accepted by Statistical Evaluation will be based on
acceptance testing perFormed by the Contracting Agency, and statistical analysis of
those acceptance tests results. This will result in a Compaction Price Adjustment.
5-04.3(10)C1 HIVIA Compaction Statistical Evaluation — Lots and Sublots
HMA compaction which is accepted by Statistical Evaluation will be evaluated
by the Contracting Agency dividing the project into compaction lots, and each
compaction lot will be evaluated using stratified random sampling by the
Contracting Agency sub-dividing each compaction lot into compaction sublots.
All mixture in any individual compaction lot shall be of the same mix design.
The compaction sublots will be numbered in the order in which the mixture (of
a particular mix design) is paved.
Aust�n Drive Pavement Preservation
STPUS-6639(001)
A-28
. °' ' , :. .. ,
;�.�:>:.
Each compaction lot comprises a maximum of 15 compaction sublots, except
for the final compaction lot of each mix design on the Contract, which
comprises a maximum of 25 sublots.
Each compaction sublot shall be uniform in size as shown in Table 17, except
that the last compaction sublot of each day may be increased to a maximum of
two times the compaction sublot quantity calculated. Minor variations in the
size of any sublot shall not be cause to invalidate the associated test result.
Table 17
HMA Compaction Sublot Size
HMA Original Plan Quantity Compaction Sublot Size
tons ' tons
<20,000 100
20,000 to 30,000 150
>30,000 200
' In determining the plan quantity tonnage, do not include any
tons accepted by test point evaluation.
The following will cause one compaction lot to end prematurely and a new
compaction lot to begin:
• For a compaction lot in progress with a compaction CPF less than
0.75, a new compaction lot will begin at the Contractor's request after
the Engineer is satisfied that material conforming to the
Specifications can be produced. See also Section 5-04.3(11)F.
5-04.3(10)C2 HMA Compaction Statistical Evaluation —Acceptance
Testing .
Comply with Section 1-06.2(1).
The location of HMA compaction acceptance tests will be randomly selected
by the Contracting Agency from within each sublot, with one test per sublot.
. The Contracting Agency will determine the random sample location using
WSDOT Test Method T 716.
Use Table 18 to determine compaction acceptance test procedures and to
allocate compaction acceptance sampling and testing responsibilities between
the Contractor and the Contracting Agency. Roadway cores shall be taken or
nuclear density testing shall occur after completion of the finish rolling, prior to
opening to traffic, and on the same day that the mix is placed.
Table 18
HMA Compaction Acceptance Testing Procedures and
Responsibilities
When Contract When Contract Does Not
Includes Bid Include Bid Item "Roadway
Item "Roadway Cores"
Cores"
Basis for Test: Roadway Cores Roadway Nuclear
Cores Densit
Austin Drive Pavement Preservation
STPUS-6639(001)
A-29
Gau e3
Contractor shall Contracting
take cores' Agency will take
, using WSDOT cores' using
SOP 7342 WSDOT SOP Contracting
In-Place 734
Contracting Agency, using
Density Contracting
Determined by: Agency will Agency will FOP for
determine core determine core WAQTC TM 8
density using density using
FOP for FOP for
AASHTO T 166 �SHTO T 166
Theoretical
Maximum Contracting Agency, using FOP for AASHTO T 209
Density
Determined b :
Rolling
Average of
Theoretical Contracting Agency, using WSDOT SOP 729
Maximum
Densities
Determined b :
Percent Contracting Contracting Contracting
Compaction in Agency, using Agency, using Agency, using
Each Sublot WSDOT SOP WSDOT SOP FOP for
Determined b : 736 736 WAQTC TM 8
'The core diameter shall be 4-inches unless otherwise approved by
the Engineer.
2The Contractor shall take the core samples in the presence of the
Engineer, at locations designated by the Engineer, and deliver the
core samples to the Contracting Agency.
3The Contracting Agency will determine, in its sole discretion, whether
it will take cores or use the nuclear density gauge to determine in-
place density. Exclusive reliance on cores for density acceptance is
generally intended for small paving projects and is not intended as a
replacement for nuclear gauge density testing on typical projects.
When using the nuclear density gauge for acceptance testing of pavement
density, the Engineer will follow WSDOT SOP 730 for correlating the nuclear
gauge with HMA cores. When cores are required for the correlation, coring and
testing will be by the Contracting Agency. When a core is taken for gauge
correlation at the location of a sublot, the relative density of the core will be
used for the sublot test result and is exempt from retesting.
5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments
For each HMA compaction lot (that is accepted by Statistical Evaluation)which
has less than three compaction sublots, for which all compaction sublots attain
a minimum of 91;percent compaction determined in accordance with FOP for
WAQTC TM 8 (or WSDOT SOP 736 when provided by the Contract), the HMA
will be accepted at the unit Contract price with no further evaluation.
�
Austin Drive Pavement Preservation
STPUS-6639(001)
A-30
.t*^�,;,,�,
For each HMA compaction lot (that is accepted by Statistical Evaluation)which
does not meet the criteria in the preceding paragraph, the compaction lot shall
be evaluated in accordance with Section 1-06.2(2) to determine the
appropriate Compaction Price Adjustment (CPA). All of the test results
obtained from the acceptance samples from a given compaction lot shall be
evaluated collectively. Additional testing by either a nuclear density gauge or
cores will be completed as required to provide a minimum of three tests for
evaluation.
For the statistical analysis in Section 1-06.2, use the following values:
x = Percent compaction of each sublot
USL = 100
LSL= 91
Each CPA will be determined as follows:
CPA = [0.40x (CPF - 1.00)] xQxUP
Where
CPA = Compaction Price Adjustment for the compaction lot ($)
CPF = Composite Pay Factor for the compaction lot (maximum is 1.05)
Q = Quantity in the compaction lot (tons)
UP = Unit price of the HMA in the compaction lot ($/ton)
5-04.3(10)C4 HMA Statistical Compaction — Requests for Retesting
For a compaction sublot that has been tested with a nuclear density gauge that
did not meet the minimum of 91 percent of the theoretical maximum density in
a compaction lot with a CPF below 1.00 and thus subject to a price reduction
or rejection, the Contractor may request that a core, taken at the same location
as the nuclear density test, be used for determination of the relative density of
the compaction sublot. The relative density of the core will replace the relative
density determined by the nuclear density gauge for the compaction sublot and
will be used for calculation of the CPF and acceptance of HMA compaction lot.
When cores are taken by the Contracting Agency at the request of the
Contractor, they shall be requested by noon of the next workday after the test
results for the compaction sublot have been provided or made available to the
Contractor. Traffic control shall be provided by the Contractor as requested by
the Engineer. Failure by the Contractor to provide the requested traffic control
will result in forfeiture of the request for retesting. When the CPF for the
compaction lot based on the results of the cores is less than 1.00, the
Contracting Agency will deduct the cost for the coring from any monies due or
that may become due the Contractor under the Contract at the rate of$200 per
core and the Contractor shall pay for the cost of the traffic control.
5-04.3(10)D HMA Compaction —Visual Evaluation
Visual Evaluation will be the basis of acceptance for compaction of the Bid items
"HMA for Pavement Repair CI. _ PG _"and "HMA for Prelevelling Class_
PG ". This HMA shall be thoroughly compacted to the satisfaction of the
Engineer. HMA that is used to prelevel wheel ruts shall be compacted with a
pneumatic tire roller.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-31
5-04.3(10)E HMA C�ompaction —Test Point Evaluation
When compaction acceptance is by Test Point Evaluation, compact HMA based on
a test point evaluation of the compaction train. Perform the test point evaluation in
accordance with instructions from the Engineer. The number of passes with an
approved compaction train, required to attain the maximum test point density, shall
be used on all subsequent paving.
5-04.3(10)F HMA Compaction Acceptance— Notification of Acceptance Test
Results
� The obligations and responsibilities for notifying the Contractor of compaction
acceptance test results are the same as for mixture acceptance test results. See
Section 5-04.3(9)E.
5-04.3(11) Reject Work
This Section applies to HMA and all requirements related to HMA (except aggregates
prior to being incorporated into HMA). For rejection of aggregate prior to its
incorporation into HMA refer to Section 3-04.
5-04.3(11)A Reject Work—General
Work that is defective or does not conform to Contract requirements shall be
rejected.
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to acceptance sampling and testing, elect to remove any
defective material and replace it with new material. Any such new material will be
sampled, tested, and evaluated for acceptance.
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
The Engineer may, without sampling, reject any batch, load, or section of Roadway
that appears defective. Material rejected before placement shall not be
incorporated into the pavement.
No payment will be made for the rejected materials or the removal of the materials
unless the Contractor requests the rejected material to be tested. If the Contractor
requests testing, acceptance will be by Statistical Evaluation, and a minimum of
three samples will be obtained and tested. When uncompacted material is required
for testing but not available, the Engineer will determine random sample locations
on the roadway in accordance with WSDOT Test Method T 716, take cores in
accordance with WSDOT SOP 734, and test the cores in accordance with WSDOT
SOP 737.
If the CPF for the rejected material is less than 0.75, no payment will be made for
the rejected material; in addition, the cost of sampling and testing shall be borne by
the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and
testing will be borne by the Contracting Agency. If the material is rejected before
placement and the CPF is greater than or equal to 0.75, compensation for the
rejected material will be at a CPF of 0.75. If rejection occurs after placement and
the CPF is greater than or equal to 0.75, compensation for the rejected material will
be at the calculated CPF with an addition of 25 percent of the unit Contract price
added for the cost of removal and disposal.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-32
• .;k.. ... , . �:�,.
5-04.3(11)D Rejection —A�Partial Sublot (Mixture or Compaction)
In addition to the random acceptance sampling and testing, the Engineer may also
isolate from a mixture or compaction sublot any material that is suspected of being
defective in relative density, gradation or asphalt binder content. Such isolated
material will not include an original sample location. The Contracting Agency will
obtain a minimum of three random samples of the suspect material and perform the
testing. When uncompacted material is required for testing but is not available, the
Engineer will select random sample locations on the roadway in accordance with
WSDOT Test Method T 716, take cores samples in accordance with WSDOT SOP
734, and test the material in accordance with WSDOT SOP 737. The material will
then be statistically evaluated as an independent lot in accordance with Section 1-
06.2(2).
5-04.3(11)E Rejection —An Entire Sublot (Mixture or Compaction)
An entire mixture or compaction sublot that is suspected of being defective may be
rejected. When this occurs, a minimum of two additional random samples from this
sublot will be obtained. When uncompacted material is required for the additional
samples but the material has been compacted, the Contracting Agency will take
and test cores from the roadway as described in Section 5-04.3(11)D. The
additional samples and the original sublot will be evaluated as an independent lot in
accordance with Section 1-06.2(2).
5-04.3(11)F Rejection - A Lot in Progress (Mixture or Compaction)
The Contractor shall shut down operations and shall not resume HMA placement
until such time as the Engineer is satisfied that material conforming to the
Specifications can be produced when:
1. the Composite Pay Factor (CPF) of a mixture or compaction lot in
progress drops below 1.00 and the Contractor is taking no corrective
action, or
2. the Pay Factor (PF,)for any constituent of a mixture or compaction lot in
progress drops below 0.95 and the Contractor is taking no corrective
action, or
3. either the PF, for any constituent (or the CPF) of a mixture or compaction
lot in progress is less than 0.75.
5-04.3(11)G Rejection —An Entire Lot (Mixture or Compaction)
An entire lot with a CPF of less than 0.75 will be rejected.
5-04.3(12) Joints
5-04.3(12)A Transverse Joints
Conduct operations such that placement of the top or wearing course is a
continuous operation or as close to continuous as possible. Unscheduled
transverse joints will be allowed, but the roller may pass over the unprotected end
of the freshly laid HMA only when the placement of the course is discontinued for
such a length of time that the HMA will cool below compaction temperature. When
the Work is resumed, cut back the previously compacted HMA to produce a slightly
beveled edge for the full thickness of the course.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-33
Construct a temporary wedge of HMA on a 50H:1 V where a transverse joint as a
result of paving or planing is open to traffic. Separate the HMA in the temporary
wedge from the permanent HMA upon which it is placed by strips of heavy
wrapping paper or other methods approved by the Engineer. Remove the wrapping
paper and trim the joint to a slightly beveled edge for the full thickness of the course
prior to resumption of paving.
Waste the material that is cut away and place new HMA against the cut. Use rollers
or tamping irons to seal the joint.
5-04.3(12)B Longitudinal Joints
Offset the longitudinal joint in any one course from the course immediately below
by not more than 6 inches nor less than 2 inches. Locate all longitudinal joints
constructed in the wearing course at a lane line or an edge line of the Traveled
Way. Construct a notched wedge joint along all longitudinal joints in the wearing
surface of new HMA unless otherwise approved by the Engineer. The notched
wedge joint shall have a vertical edge of not less than the maximum aggregate size
nor more than '/z of the compacted lift thickness, and then taper down on a slope
not steeper than 4H:1 V. Uniformly compact the sloped portion of the HMA notched
wedge joint.
On one-lane ramps a longitudinal joint may be constructed at the center of the
traffic lane, subject to approval by the Engineer, if:
1. The ramp must remain open to traffic, or
2. The ramp is closed to traffic and a hot-lap joint is constructed.
a. Two paving machines shall be used to construct the hot-lap joint.
b. The pavement within 6 inches of the hot-lap joint will not be excluded
from random location selection for compaction testing.
c. Construction equipment other than rollers shall not operate on any
uncompacted HMA.
When HMA is placed adjacent to cement concrete pavement, construct longitudinal
joints between the HMA and the cement concrete pavement. Saw the joint to the
dimensions shown on Standard Plan A-40.10 and fill with joint sealant meeting the
requirements of Section 9-04.2.
5-04.3(13) Surface Smoothness
The completed surface of all courses shall be of uniform texture, smooth, uniform as to
crown and grade, and free from defects of all kinds. The completed surface of the
wearing course shall not vary more than '/8 inch from the lower edge of a 10-foot
straightedge placed on the surface parallel to the centerline. The transverse slope of the
completed surface of the wearing course shall vary not more than '/4 inch in 10 feet from
the rate of transverse slope shown in the Plans.
When deviations in excess of the above tolerances are found that result from a high
place in the HMA, correct the pavement surface by one of the following methods:
Austin Drive Pavement Preservation
STPUS-6639(001)
A-34
1. Remove material from high places by grinding with an approved grinding
machine, or
2. Remove and replace the wearing�course of HMA, or
3. By other method approved by the Engineer.
Correct defects until there are no deviations anywhere greater than the allowable
tolerances.
Deviations in excess of the above tolerances that result from a low place in the HMA
and deviations resulting from a high place where corrective action, in the opinion of the
Engineer, will not produce satisfactory results will be accepted with a price adjustment.
The Engineer shall deduct from monies due or that may become due to the Contractor
the sum of$500.00 for each and every section of single traffic lane 100 feet in length in
which any excessive deviations described above are found.
When portland cement concrete pavement is to be placed on HMA, the surface
tolerance of the HMA shall be such that no surface elevation lies above the Plan grade
minus the specified Plan depth of portland cement concrete pavement. Prior to placing
the portland cement concrete pavement, bring any such irregularities to the required
tolerance by grinding or other means approved by the Engineer.
When utility appurtenances such as manhole covers and valve boxes are located in the
Traveled Way, pave the Roadway before the utility appurtenances are adjusted to the
finished grade.
5-04.3(14) Planing Bituminous Pavement
Plane in such a manner that the underlying pavement is not torn, broken, or otherwise
damaged by the planing operation. Delamination or raveling of the underlying pavement
will not be construed as damage due to the Contractor's operations. Pavement outside
the limits shown in the Plans or designated by the Engineer that is damaged by the '
Contractor's operations shall be repaired to the satisfaction of the Engineer at no
additional cost to the Contracting Agency.
For mainline planing operations, use equipment with automatic controls and with
sensors for either or both sides of the equipment. The controls shall be capable of
sensing the grade from an outside reference line, or a mat-referencing device. The
automatic controls shall have a transverse slope controller capable of maintaining the
mandrel at the desired transverse slope (expressed as a percentage)within plus or
minus 0.1 percent.
Remove all loose debris from the planed surface before opening the planed surface to
traffic. The planings and other debris resulting from the planing operation shall become
the property of the Contractor and be disposed of in accordance with Section 2-
03.3(7)C, or as otherwise allowed by the Contract.
5-04.3(15) Sealing Pavement Surfaces
Apply a fog seal where shown in the Plans. Construct the fog seal in accordance with
Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to
opening to traffic.
Austin Drive Pavement Prese�vation
STPUS-6639(001)
A-35
5-04.3(16) HINA Road Approaches
Construct HMA approaches at the locations shown in the Plans or where staked by the
Engineer, in accordance with Section 5-04.
5-04.4 Measurement
HMA CI. _ PG , HMA for CI. PG , and Commercial HMA will be measured by
the ton in accordance with Section 1-09.2, with no deduction being made for the weight of
asphalt binder, mineral filler, or any other component ofthe HMA. If the Contractor elects to
remove and replace HMA as allowed by Section 5-04.3(11), the material removed will not be
measured.
Roadway cores will be measured per each for the number of cores taken.
Crack Sealing-LF will be measured by the linear foot along the line of the crack.
Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile
or by the square yard, whichever is designated in the Proposal.
Pavement repair excavation will be measured by the square yard of surface marked prior to
excavation.
Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4.
Longitudinal joint seals between the HMA and cement concrete pavement will be measured by
the linear foot along the line and slope of the completed joint seal.
Planing bituminous pavement will be measured by the square yard.
Temporary pavement marking will be measured by the linear foot as provided in Section 8-23.4.
Water will be measured by the M gallon as provided in Section 2-07.4.
5-04.5 Payment
Payment will be made for each of the following Bid items that are included in the Proposal:
"HMA CI. _ PG _", per ton.
"HMA for Approach CI. PG _", per ton.
"HMA for Preleveling CI. _ PG _", per ton.
"HMA for Pavement Repair CI. _ PG_", per ton.
"Commercial HMA", per ton.
The unit Contract price per ton for"HMA CI. PG ", "HMA for Approach CI. PG
", "HMA for Preleveling CI. _ PG _", "HMA for Pavement Repair CI. _ PG "
and "Commercial HMA" shall be full compensation for all costs, including anti-stripping
additive, incurred to carry out the requirements of Section 5-04 except for those costs
included in other items which are included in this Subsection and which are included in the
Proposal.
"Crack Sealing-FA", by force account.
"Crack Sealing-FA" will be paid for by force account as specified in Section 1-09.6. For the
purpose of providing a common Proposal for all Bidders, the Contracting Agency has
entered an amount in the Proposal to become a part of the total Bid by the Contractor.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-36
"Crack Sealing-LF", per linear foot. �� � •�
The unit Contract price per linear foot for "Crack Sealing-LF" shall be full payment for all
costs incurred to perform the Work described in Section 5-04.3(4)A.
"Soil Residual Herbicide ft. Wide", per mile, or
"Soil Residual Herbicide", per square yard.
The unit Contract price per mile or per square yard for"Soil Residual Herbicide" shall be full
payment for all costs incurred to obtain, provide and install herbicide in accordance with
Section 5-04.3(4)B.
"Pavement Repair Excavation Incl. Haul", per square yard.
The unit Contract price per square yard for"Pavement Repair Excavation Incl. Haul" shall be
full payment for all costs incurred to perform the Work described in Section 5-04.3(4)C with
the exception, however, that all costs involved in the placement of HMA shall be included in
the unit Contract price per ton for"HMA for Pavement Repair CI. _ PG_", per ton.
"Asphalt for Fog Seal", per ton.
Payment for"Asphalt for Fog Seal" is described in Section 5-02.5.
"Longitudinal Joint Seal", per linear foot.
The unit Contract price per linear foot for"Longitudinal Joint Seal" shall be full payment for
all costs incurred to construct the longitudinal joint between HMA and cement concrete
pavement, as described in Section 5-04.3(12)B.
"Planing Bituminous Pavement", per square yard. �
The unit Contract price per square yard for"Planing Bituminous Pavement" shall be full
payment for all costs incurred to perform the Work described in Section 5-04.3(14).
"Temporary Pavement Marking", per linear foot.
Payment for"Temporary Pavement Marking" is described in Section 8-23.5.
"Water", per M gallon.
Payment for"Water" is described in Section 2-07.5.
"Job Mix Compliance Price Adjustment", by calculation.
"Job Mix Compliance Price Adjustment"will be calculated and paid for as described in
Section 5-04.3(9)B6, 5-04.3(9)C3, and 5-04.3(9)D1.
"Compaction Price Adjustment", by calculation.
"Compaction Price Adjustment" will be calculated and paid for as described in Section 5-
04.3(10)C3.
"Roadway Core", per each.
The Contractor's costs for all other Work associated with the coring (e.g., traffic control) shall
be incidental and included within the unit Bid price per each and no additional payments will
be made.
"Cyclic Density Price Adjustment", by calculation. .
"Cyclic Density Price AdjustmenY'will be calculated and paid for as described in Section 5-
04.3(10)B.
Austin Dnve Pavemenf Preservation
STPUS-6639(001)
A-37
6-02.AP6
Section 6-02, Concrete Structures
April 4, 2016
6-02.3(2)A Contractor Mix Design
The following new sentence is inserted after the first sentence of the third paragraph:
The mix design submittal shall also include test results no older than one year showing that the
Aggregates do not contain Deleterious Substances in accordance with Section 9-03.
6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000�
The following new sentence is inserted after the second sentence of the last paragraph:
Mix designs using shrinkage reducing admixture shall state the specific quantity required.
� The following new sentence is inserted before the last sentence of the last paragraph:
Testing samples of mixes using shrinkage reducing admixture shall use the admixture amount
specified in the mix design submittal.
6-02.3(2)B Commercial Concrete.
The last sentence of the first paragraph is revised to read:
Commercial concrete does not require mix design or source approvals for cement, aggregate,
and other admixtures.
6-02.3(26)D2 Test Block Dimensions
The first sentence is revised to read:
The dimensions of the test block perpendicular to the tendon in each direction shall be the
smaller of twice the minimum edge distance or the minimum spacing specified by the special
anchorage device manufacturer, with the stipulation that the concrete cover over any confining
reinforcing steel or supplementary skin reinforcement shall be appropriate for the project-specific
application and circumstances.
6-02.3(27)A Use of Self-Consolidating Concrete for Precast Units
Item number 2 of the first paragraph is revised to read:
2. Precast reinforced concrete three-sided structures, box culverts and split box culverts in
accordance with Section 7-02.3(6).
6-09.AP6
Section 6-09, Modified Concrete Overlays
April 4, 2016
6-09.3(8)A Quality Assurance for Microsilica Modified and Fly Ash Modified Concrete
Overlays
The first sentence of the first paragraph is revised to read the following two new sentences:
Austin Drive Pavement Preservation
STPUS-6639(001)
A-38
The Engineer will perform slump, temperature, and entrained air tests for acceptance in
accordance with Section 6-02.3(5)D and as specified in this Section after the Contractor has
turned over the concrete for acceptance testing. Concrete samples for testing shall be supplied
to the Engineer in accordance with Section 6-02.3(5)E.
The last paragraph is deleted.
6-09.3(8)B Quality Assurance for Latex Modified Concrete Overlays
The first two paragraphs are deleted and replaced with the following:
The Engineer will perform slump, temperature, and entrained air tests for acceptance in
accordance with Section 6-02.3(5)D and as specified in this Section after the Contractor has
turned over the concrete for acceptance testing. The Engineer will perform testing as the
concrete is being placed. Samples shall be taken on the first charge through each mobile mixer
and every other charge thereafter. The sample shall be taken after the first 2 minutes of
continuous mixer operation. Concrete samples for testing shall be supplied to the Engineer in
accordance with Section 6-02.3(5)E.
The second to last sentence of the last paragraph is revised to read:
Recommendations made by the technical representative on or off the jobsite shall be adhered to
by the Contractor.
6-14.AP6
Section 6-14, Geosynthetic Retaining Walls
January 4, 2016
6-14.5 Payment
The bid item "Concrete Fascia Panel", per square foot, and the paragraph following this bid item are
revised to read: •
"Concrete Fascia Panel For Geosynthetic Wall", per square foot.
All costs in connection with constructing the concrete fascia panels as specified shall be included
in the unit Contract price per square foot for"Concrete Fascia Panel For Geosynthetic Wall",
including all steel reinforcing bars, premolded joint filler, polyethylene bond breaker strip, joint
sealant, PVC pipe for weep holes, exterior surface finish, and pigmented sealer (when specified),
constructing and placing the concrete footing, edge beam, anchor beam, anchor rod assembly,
and backfill.
6-19.AP6
Section 6-19, Shafts
January 4, 2016
6-19.4 Measurement
The first paragraph is revised to read:
Soil excavation for shaft, including haul, will be measured by the cubic yards of shaft excavated.
The cubic yards will be computed using the shaft diameter, top of shaft elevation and bottom of
shaft elevation shown in the Plans, less all rock excavation measured as specified for rock
Austin Drive Pavement Preservation
STPUS-6639(001)
A-39
excavation. Excavation between the existing ground line and the top of shaft elevation is
considered incidental to soil excavation for shaft and will not be measured.
The second paragraph is deleted.
6-19.5 Payment
The paragraph following the bid item "Soil Excavation For Shaft Including Haul", per cubic yard is
revised to read:
The unit Contract price per cubic yard for"Soil Excavation For Shaft Including Haul" shall be full
pay for performing the work as specified, including all costs in connection with furnishing, mixing,
placing, maintaining, containing, collecting, and disposing of all mineral, synthetic, and water
slurry, and disposing of groundwater collected by the shaft excavation, and the incidental
excavation of soils between the top of shaft elevation shown in the Plans and the existing ground
line.
8-01.AP8
Section 8-01, Erosion Control and Water Pollution Control
April 4, 2016
8-01.2 Materials
This section is supplemented with the following new paragraph:
Recycled concrete, in any form, shall not be used for any Work defined in Section 8-01.
8-01.3(8) Street Cleaning
This section is revised to read:
Self-propelled street sweepers shall be used to remove and collect sediment and other debris
from the Roadway, whenever required by the Engineer. The street sweeper shall effectively
collect these materials and prevent them from being washed or blown off the Roadway or into
waters of the State. Street sweepers shall not generate fugitive dust and shall be designed and
operated in compliance with applicable air quality standards.
Material collected by the street sweeper shall be disposed of in accordance with Section 2-
03.3(7)C.
Street washing with water will require the concurrence of the Engineer.
8-10.AP8
Section 8-10, Guide Posts
January 4, 2016
8-10.3 Construction Requirements
The last sentence of the second paragraph is deleted.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-40
8-20.AP8 �
Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation Systems,
and Electrical
April 4, 2016
8-20.3(5)A General
The last paragraph is revised to read:
Immediately after the sizing mandrel has been pulled through, install an equipment grounding
conductor if applicable (see Section 8-20.3(9)) and any new or existing wire or cable as specified
in the Plans. Where conduit is installed for future use, install a 200-pound minimum tensile
strength pull string with the equipment grounding conductor. The pull string shall be attached to
duct plugs or caps at both ends of the conduit.
8-20.3(5)A1 Fiber Optic Conduit
The last paragraph is deleted.
8-20.3(5)D Conduit Placement
Item number 2 is revised to read:
2. 24-inches below the top of the untreated surfacing on a Roadbed.
8-20.3(9) Bonding, Grounding
The following two new paragraphs are inserted after the first paragraph:
Install an equipment grounding conductor in all new conduit, whether or not the equipment
grounding conductor is called for in the wire schedule.
For each new conduit with innerduct install an equipment grounding conductor in only one of the
innerducts unless otherwise required by the NEC or the Plans.
The fourth paragraph (after the preceding Amendments are applied) is revised to read:
Bonding jumpers and equipment grounding conductors meeting the requirements of Section 9-
29.3(2)A3 shall be minimum #8 AWG, installed in accordance with the NEC. Where existing
conduits are used for the installation of new circuits, an equipment grounding conductor shall be
installed unless an existing equipment ground conductor, which is appropriate for the largest
circuit, is already present in the existing raceway. The equipment ground conductor between the
isolation switch and the sign lighter fixtures shall be minimum #14 AWG stranded copper
conductor. Where parallel circuits are enclosed in a common conduit, the equipment-grounding
conductor shall be sized by the largest overcurrent device serving any circuit contained within the
conduit.
The second sentence of the fifth paragraph (after the preceding Amendments are applied) is revised
to read:
A non-insulated stranded copper conductor, minimum #8 AWG with a full circle crimp on
connector (crimped with a manufacturer recommended crimper) shall be connected to the
junction box frame or frame bonding stud, the other end shall be crimped to the equipment
bonding conductor, using a "C"type crimp connector.
Austin Dnve Pavement Preservation
STPUS-6639(001)
A-41
The last two sentences of the sixth paragraph (after the preceding Amendments are applied) are
revised to read:
For light standards, signal standards, cantilever and sign bridge Structures the supplemental
grounding conductor shall be#4 AWG non-insulated stranded copper conductor. For steel sign
posts which support signs with sign lighting or flashing beacons the supplemental grounding
conductor shall be#6 AWG non insulated stranded copper conductor.
The fourth to last paragraph is revised to read:
Install a finro grounding electrode system at each service entrance point, at each electrical service
installation and at each separately derived power source. The service entrance grounding
electrode system shall conform to the "Service Ground" detail in the Standard Plans. If soil
conditions make vertical grounding electrode installation impossible an alternate installation
procedure as described in the NEC may be used. Maintain a minimum of 6 feet of separation
between any two grounding electrodes within the grounding system. Grounding electrodes shall
be bonded copper, ferrous core materials and shall be solid rods not less than 10 feet in length if
they are '/z inch in diameter or not less than 8 feet in length if they are 5/e inch or larger in
diameter.
8-22.AP8
Section 8-22, Pavement Marking
January 4, 2016
8-22.4 Measurement
The first two sentences of the fourth paragraph are revised to read:
The measurement for"Painted Wide Lane Line", "Plastic Wide Lane Line", "Profiled Plastic Wide
Lane Line", "Painted Barrier Center Line", "Plastic Barrier Center Line", "Painted Stop Line",
"Plastic Stop Line", "Painted Wide Dotted Entry Line", or"Plastic Wide Dotted Entry Line"will be
based on the total length of each painted, plastic or profiled plastic line installed. No deduction
will be made for the unmarked area when the marking includes a broken line such as, wide
broken lane line, drop lane line, wide dotted lane line or wide dotted entry line.
8-22.5 Payment
The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking", per
linear foot:
"Painted Wide Dotted Entry Line", per linear foot.
"Plastic Wide Dotted Entry Line", per linear foot.
9-03.AP9
Section 9-03, Aggregates
April 4, 2016
9-03.1(1) General Requirements
This first paragraph is supplemented with the following:
Austin Drive Pavement Preservation
STPUS-6639(001)
A-42
Reclaimed aggregate may be used if it complies with the specifications for Portland Cement
Concrete. Reclaimed aggregate is aggregate that has been recovered from plastic concrete by
washing away the cementitious materials.
9-03.1(2) Fine Aggregate for Portland Cement Concrete
This section is revised to read:
Fine aggregate shall consist of natural sand or manufactured sand, or combinations thereof,
accepted by the Engineer, having hard, strong, durable particles free from adherent coating. Fine
aggregate shall be washed thoroughly to meet the specifications.
9-03.1(2)A Deleterious Substances
This section is revised to read:
The amount of deleterious substances in the washed aggregate shall be tested in accordance
with AASHTO M 6 and not exceed the following values:
Material finer than No. 200 Sieve 2.5 percent by weight
Clay lumps and friable particles 3.0 percent by weight
Coal and lignite 0.25 percent by weight
Particles of specific gravity less than 2.00 1.0 percent by weight.
Organic impurities shall be tested in accordance with AASHTO T 21 by the glass color
standard procedure and results darker than organic plate no. 3 shall be rejected. A darker
color results from AASHTO T 21 may be used provided that when tested for the effect of
organic impurities on strength of mortar, the relative strength at 7 days, calculated in
accordance with AASHTO T 71, is not less than 95 percent.
9-03.1(4) Coarse Aggregate for Portland Cement Concrete
This section is revised to read:
Coarse aggregate for concrete shall consist of gravel, crushed gravel, crushed stone, or
combinations thereof having hard, strong, durable pieces free from adherent coatings. Coarse
aggregate shall be washed to meet the specifications.
9-03.1(4)A Deleterious
This section, including title, is revised to read:
9-03.1(4)A Deleterious Substances
The amount of deleterious substances in the washed aggregate shall be tested in accordance
with AASHTO M 80 and not exceed the following values:
Material finer than No. 200 1.0' percent by weight
Clay lumps and Friable Particles 2.0 percent by weight
Shale 2.0 percent by weight
Wood waste 0.05 percent by weight
Coal and Lignite 0.5 percent by weight
Sum of Clay Lumps, Friable Particles, and
Chert (Less Than 2.40 specific gravity SSD) 3.0 percent by weight
'If the material finer than the No. 200 sieve is free of clay and shale, this percentage may be
increased to 1.5.
Austin Dnve Pavement Preservation
STPUS-6639(001)
A-43
9-03.1(4)C Grading
The following new sentence is inserted at the beginning of the last pargraph:
Where coarse aggregate size 467 is used, the aggregate may be furnished in at least two
separate sizes.
9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete
This section is revised to read:
As an alternative to using the fine aggregate sieve grading requirements in Section 9-03.1(2)B,
and coarse aggregate sieve grading requirements in Section 9-03.1(4)C, a combined aggregate
gradation conforming to the requirements of Section 9-03.1(5)A may be used.
9-03.1(5)A Deleterious Substances
This section is revised to read:
The amount of deleterious substances in the washed aggregates 3/e inch or larger shall not
exceed the values specified in Section 9-03.1(4)A and for aggregates smaller than 3/8 inch they
shall not exceed the values specified in Section 9-03.1(2)A.
9-03.1(5)B Grading
The first paragraph is deleted.
9-03.8(7) HMA Tolerances and Adjustments
In the table in item 1, the last column titled "Commercial Evaluation" is revised to read "Visual
Evaluation".
9-03.21(1)B Concrete Rubble �
This section, including title, is revised to read:
9-03.21(1)B Recycled Concrete Aggregate
Recycled concrete aggregates are coarse aggregates manufactured from hardened concrete
mixtures. Recycled concrete aggregate may be used as coarse aggregate or blended with
coarse aggregate for Commercial Concrete. Recycled concrete aggregate shall meet all of the
requirements for coarse aggregate contained in Section 9-03.1(4)or 9-03.1(5). In addition to the
requirements of Section 9-03.1(4) or 9-03.1(5), recycled concrete shall:
1. Contain an aggregated weight of less than 1 percent of adherent fines, vegetable
matter, plastics, plaster, paper, gypsum board, metals, fabrics, wood, tile, glass, asphalt
(bituminous) materials, brick, porcelain or other deleterious substance(s) not otherwise
noted;
2. Be free of harmful components such as chlorides and reactive materials unless
mitigation measures are taken to prevent recurrence in the new concrete;
3. Have an absorption of less than 10 percent when tested in accordance with AASHTO T
85.
Recycled concrete aggregate shall be in a saturated condition prior to mixing.
Recycled concrete aggregate shall not be placed below the ordinary high water mark of any
water of the State.
Austin Drive Pavement Preservation
STPUS-6639(001)
A-44
9-03.21(1)D Recycled Steel Furnace Slag
This section title is revised to read:
Steel Furnace Slag
9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material
The following new row is inserted after the second row:
Coarse A re ate for Commercial Concrete 9-03.1 4 0 100 0 0
9-04.AP9
Section 9-04, Joint and Crack Sealing Materials
January 4, 2016
9-04.2(1) Hot Poured Joint Sealants
This section's content is deleted and replaced with the following new subsections:
9-04.2(1)A Hot Poured Sealant
Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in accordance
with ASTM D5329. Hot poured sealant shall have a minimum Cleveland Open Cup Flash Point
of 205°C in accordance with AASHTO T 48.
9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement
Hot poured sealant for cement concrete pavement shall meet the requirements of ASTM
D6690 Type IV, except for the following:
1. The Cone Penetration at 25°C shall be 130 maximum.
2. The extension for the Bond, non-immersed, shall be 100 percent.
9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement
Hot poured sealant for bituminous pavement shall meet the requirements of ASTM D6690
Type II.
9-04.2(1)B Sand Slurry for Bituminous Pavement
Sand slurry is mixture consisting of the following components measured by total weight:
1. Twenty percent CSS-1 emulsified asphalt,
2. Two percent portland cement, and
3. Seventy-eight percent fine aggregate meeting the requirements of 9-03.1(2)B Class 2.
Fine aggregate may be damp (no free water).
Austin Drive Pavement Preservation
STPUS-6639(001J
A-45
9-07.AP9
Section 9-07, Reinforcing Steel
January 4, 2016
9-07.1(1)A Acceptance of Materials
The first sentence of the first paragraph is revised to read:
Reinforcing steel rebar manufacturers shall comply with the National Transportation Product
Evaluation Program (NTPEP)Work Plan for Reinforcing Steel (rebar) Manufacturers.
The first sentence of the second paragraph is revised to read:
Steel reinforcing bar manufacturers use either English or a Metric size designation while
stamping rebar.
Aushn Drive Pavement Preservation
STPUS-6639(001)
A-46
SPECIAL PROVISIONS
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-1
This Page Intentionally Left Blank
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-2
DIVISION 1
GENERAL REQUIREMENTS
1-01 DEFINITIONS AND TERMS
1-01.3 Definitions
(January 4, 2016 APWA GSP)
Delete the heading Completion Dates and the three paragraphs that follow it, and replace them
with the following:
Dates
Bid Opening Date
The date on which the Contracting Agency publicly opens and reads the Bids.
Award Date
The date of the formal decision of the Contracting Agency to accept the lowest responsible
and responsive Bidder for the Work.
Contract Execution Date
The date the Contracting Agency officially binds the Agency to the Contract.
Nofice to Proceed Date
The date stated in the Notice to Proceed on which the Contract time begins.
Substantial Completion Date
The day the Engineer determines the Contracting Agency has full and unrestricted use
and benefit of the facilities, both from the operational and safety standpoint, any remaining
traffic disruptions will be rare and brief, and only minor incidental work, replacement of
temporary substitute facilities, plant establishment periods, or correction or repair remains
for the Physical Completion of the total Contract.
Physical Completion Date
The day all of the Work is physically completed on the project. All documentation required
by the Contract and required by law does not necessarily need to be furnished by the
Contractor by this date.
Completion Date
The day all the Work specified in the Contract is completed and all the obligations of the
Contractor under the contract are fulfilled by the Contractor. All documentation required
by the Contract and required by law must be furnished by the Contractor before
establishment of this date.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-3
Final Acceptance Date
The date on which the Contracting Agency accepts the Work as complete.
Supplement this section with the following:
.All references in the Standard Specifications, Amendments, or WSDOT General Special
Provisions, to the terms "State", "Department of Transportation", "Washington State
Transportation Commission", "Commission", "Secretary of Transportation", "Secretary",
"Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency".
All references to "State Materials Laboratory" shall be revised to read, "Contracting Agency
designated location".
All references to "final contract voucher certification" shall be interpreted to mean the final
payment form established by the Contracting Agency.
The venue of all causes of action arising from the advertisement, award, execution, and
performance of the contract shall be in the Superior Court of the County where the Contracting
Agency's headquarters are located.
Additive
A supplemental unit of work or group of bid items, identified separately in the Bid Proposal,
which may, at the discretion of the Contracting Agency, be awarded in addition to the base
bid.
Alternate
One of two or more units of work or groups of bid items, identified separately in the Bid
Proposal, from which the Contracting Agency may make a choice between different methods
or material of construction for performing the same work.
Business Day
A business day is any day from Monday through Friday except holidays as listed in Section
1-08.5.
Contract Bond
The definition in the Standard Specifications for "Contract Bond" applies to whatever bond
form(s) are required by the Contract Documents, which may be a combination of a Payment
Bond and a Performance Bond.
Contract Documents '
See definition for"ContracY'.
Contract Time
The period of time established by the terms and conditions of the Contract within which the
Work must be physically completed.
Notice of Award
The written notice from the Contracting Agency to the successful Bidder signifying the
Contracting Agency's acceptance of the Bid Proposal.
Austin Dnve Pavement Preservation
STPUS-6639(001)
SP-4
Notice to Proceed
The written notice from the Contracting Agency or Engineer to the Contractor authorizing and
directing the Contractor to proceed with the Work and establishing the date on which the
Contract time begins.
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and
equestrian traffic.
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
(January 24, 2011 APWA GSP)
Delete Section 1-02.1 and replace it with the following:
1-02.1 Qualifications of Bidder
Before award of a public works contract, a bidder must meet at least the minimum
qualifications of RCW 39.04.350(1)to be considered a responsible bidder and qualified to be
awarded a public works project.
1-02.2 Plans and Specifications
(June 27, 2011 APWA GSP)
Delete this section and replace it with the following:
Information as to where Bid Documents can be obtained or reviewed can be found in the
Call for Bids (Advertisement for Bids)for the work.
After award.of the contract, plans and specifications will be issued to the Contractor at no
cost as detailed below:
To Prime Contractor No. of Sets Basis of Distribution
Reduced plans (11" x 17") 3 Furnished automatically
u on award.
Contract Provisions 3 Furnished automatically
upon award.
Large plans (e.g., 22" x 3 Furnished only upon
34") request.
Additional plans and Contract Provisions may be obtained by the Contractor from the source
stated in the Call for Bids, at the Contractor's own expense.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-5
1-02.4(2) Subsurface Information
(March 8, 2013 APWA GSP)
The second sentence in the first paragraph is revised to read:
The Summary of Geotechnical Conditions and the boring logs, if and when included as
an appendix to the Special Provisions, shall be considered as part of the Contract.
1-02.5 Proposal Forms
(June 27, 2011 APWA GSP)
Delete this section and replace it with the following:
The Proposal Form will identify the project and its location and describe the work. It will also
list estimated quantities, units of ineasurement, the items of work, and the materials to be
furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that
call for, but are not limited to, unit prices; extensions; summations; the total bid amount;
signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda;
the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE
commitment, if applicable; a State of Washington Contractor's Registration Number; and a
Business License Number, if applicable. Bids shall be completed by typing or shall be
printed in ink by hand, preferably in black ink. The required certifications are included as part
of the Proposal Form.
The Contracting Agency reserves the right to arrange the proposal forms with alternates and
additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all
alternates and additives set forth in the Proposal Form unless otherwise specified.
1-02.6 Preparation of Proposal
(June 27, 2011 APWA GSP)
Supplement the second paragraph with the following:
4. If a minimum bid amount has been established for any item, the unit or lump sum price
must equal or exceed the minimum amount stated.
5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed
by the signer of the bid.
Delete the last paragraph, and replace it with the following:
The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.
A bid by a corporation shall be executed in the corporate name, by the president or a vice
president (or other corporate officer accompanied by evidence of authority to sign).
A bid by a partnership shall be executed in the partnership name, and signed by a partner. A
copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE
requirements are to be satisfied through such an agreement.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-6
A bid by a joint venture shall be executed in the joint venture name and signed by a member
of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid
Form if any D/W/MBE requirements are to be satisfied through such an agreement.
1-02.7 Bid Deposit
(March 8, 2013 APWA GSP)
Supplement this section with the following:
Bid bonds shall contain the following:
1. Contracting Agency-assigned number for the project;
2. Name of the project;
3. The Contracting Agency named as obligee;
4. The amount of the bid bond stated either as a dollar figure or as a percentage which
represents five percent of the maximum bid amount that could be awarded;
5. Signature of the bidder's officer empowered to sign official statements. The signature of
the person authorized to submit the bid should agree with the signature on the bond, and
the title of the person must accompany the said signature;
6. The signature of the surety's officer empowered to sign the bond and the power of
attorney.
If so stated in the Contract Provisions, bidder must use the bond form included in the
Contract Provisions.
If so stated in the Contract Provisions, cash will not be accepted for a bid deposit.
1-02.9 Delivery of Proposal
(August 15, 2012 APWA GSP, Option 8)
Delete this section and replace it with the following:
Each proposal shall be submitted in a sealed envelope, with the Project Name and Project
Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as
otherwise required in the Bid Documents, to ensure proper handling and delivery.
To be considered responsive, the Bidder shall submit Written Confirmation Documentation
from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272-
056A EF, as required by Section 1-02.6. DBE Written Confirmation Documents and/or
Good Faith Effort Documentation shall be submitted either with the Bid Proposal or up to 2
hours after the Bid Proposal is due. If submitted after the Bid Proposal is due, the
information must be submitted in a sealed envelope labeled the same as for the Proposal,
with "DBE Supplemental Information" added. All other information required to be submitted
with the Bid Proposal must be submitted with the Bid Proposal itself, at the time stated in the
Call for Bids.
The Contracting Agency will not open or consider any Bid Proposal that is received after the
time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other
than that specified in the Call for Bids. The Contracting Agency will not open or consider
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-7
any DBE confirmations or GFE documentation Proposal that is received after the time
specified above, or received in a location other than that specified in the Call for Bids.
1-02.12 Public Opening of Proposals
(May 4, 2012 APWA GSP)
Delete this section and replace it with the following:
Proposals will be opened and publicly read at the time indicated in the Call for Bids, after the
deadline(s)for submitting all elements of the Bid Proposal including DBE Written
Confirmation Documents and/or Good Faith Effort Documentation, unless the Bid opening
has been delayed or canceled. Bidders, their authorized agents, and other interested
parties are invited to be present.
1-02.13 Irregular Proposals
(January 4, 2016 APWA GSP)
Delete this section and replace it with the following:
1. A proposal will be considered irregular and will be rejected if:
a. The Bidder is not prequalified when so required;
b. The authorized proposal form furnished by the Contracting Agency is not used or
is altered;
c. The completed proposal form contains any unauthorized additions, deletions,
alternate Bids, or conditions;
d. The Bidder adds provisions reserving the right to reject or accept the award, or
enter into the Contract;
e. A price per unit cannot be determined from the Bid Proposal;
f. The Proposal form is not properly executed;
g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable,
as required in Section 1-02.6;
h. The Bidder fails to submit or properly complete a Disadvantaged Business
Enterprise Certification, if applicable, as required in Section 1-02.6;
i. The Bidder fails to submit written confirmation from each DBE firm listed on the
Bidder's completed DBE Utilization Certification that they are in agreement with
the bidders DBE participation commitment, if applicable, as required in Section 1-
02.6, or if the written confirmation that is submitted fails to meet the requirements
of the Special Provisions;
j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as
required in Section 1-02.6, or if the documentation that is submitted fails to
demonstrate that a Good Faith Effort to meet the Condition of Award was made;
k. The Bid Proposal does not constitute a definite and unqualified offer to meet the
material terms of the Bid invitation; or
I. More than one proposal is submitted for the same project from a Bidder under
the same or different names.
2. A Proposal may be considered irregular and may be rejected if:
a. The Proposal does not include a unit price for every Bid item;
b. Any of the unit prices are excessively unbalanced (either above or below the
amount of a reasonable Bid) to the potential detriment of the Contracting Agency;
Ausfin Drive Pavement Preservation
STPUS-6639(001)
SP-8
c. Receipt of Addenda is not acknowledged; -
d. A member of a joint venture or partnership and the joint venture or partnership
submit Proposals for the same project (in such an instance, both Bids may be
rejected); or
e. If Proposal form entries are not made in ink.
1-02.14 Disqualification of Bidders
(March 8, 2013 APWA GSP, Option A)
Delete this section and replace it with the following:
A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder
responsibility criteria in RCW 39.04.350(1), as amended.
As evidence that the Bidder meets the mandatory bidder responsibility criteria, the apparent
two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal
deadline, documentation (sufficient in the sole judgment of the Contracting Agency)
demonstrating compliance with all responsibility criteria. The Contracting Agency reserves
the right to request such documentation from other Bidders as well, and to request further
documentation as needed to assess bidder responsibility. The Contracting Agency also
reserves the right to obtain information from third parties concerning a Bidder's compliance
with the mandatory bidder responsibility criteria.
If the Contracting Agency determines the Bidder does not meet the mandatory bidder
responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the
Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If
the Bidder disagrees with this determination, it may appeal the determination within two (2)
business days of the Contracting Agency's determination by presenting its appeal and any
additional information to the Contracting Agency. The Contracting Agency will consider the
appeal and any additional information before issuing its final determination. If the final
determination affirms that the Bidder is not responsible, the Contracting Agency will not
execute a contract with any other Bidder until at least two business days after the Bidder
determined to be not responsible has received the Contracting Agency's final determination.
1-02.15 Pre Award Information
(August 14, 2013 APWA GSP)
Revise this section to read:
Before awarding any contract, the Contracting Agency may require one or more of these
items or actions of the apparent lowest responsible bidder:
1. A complete statement of the origin, composition, and manufacture of any or all materials
to be used,
2. Samples of these materials for quality and fitness tests,
3. A progress schedule (in a form the Contracting Agency requires) showing the order of
and time required for the various phases of the work,
4. A breakdown of costs assigned to any bid item,
5. Attendance at a conference with the Engineer or representatives of the Engineer,
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-9
6. Obtain, and furnish a copy of, a business license to do business in the city or countv
where the work is located.
7. Any other information or action taken that is deemed necessary to ensure that the bidder
is the lowest responsible bidder.
03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of Bids
(January 23, 2006 APWA GSP) �
Revise the first paragraph to read:
After opening and reading proposals, the Contracting Agency will check them for
correctness of extensions of the prices per unit and the total price. If a discrepancy exists
between the price per unit and the extended amount of any bid item, the price per unit will
control. If a minimum bid amount has been established for any item and the bidder's unit or
lump sum price is less than the minimum specified amount, the Contracting Agencv will
unilaterally revise the unit or lump sum price, to the minimum specified amount and
recalculate the extension. The total of extensions, corrected where necessary, includinq
sales taxes where applicable and such additives and/or alternates as selected bv the
Contracting Agency, will be used by the Contracting Agency for award purposes and to fix
the Awarded Contract Price amount and the amount of the contract bond.
1-03.3 Execution of Contract
(October 1, 2005 APWA GSP)
Revise this section to read:
Copies of the Contract Provisions, includina the unsigned Form of Contract, will be available
for signature bv the successful bidder on the first business day following award. The number
of copies to be executed b�the Contractor will be determined by the ContractinQ Aqencv.
Within 10 calendar days after the award date, the successful bidder shall return the signed
Contracting Agency-prepared contract, an insurance certification as required by Section 1-
07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of
the contract by the Contracting Agency, the successful bidder shall provide any pre-award
information the Contracting Agency may require under Section 1-02.15.
Until the Contracting Agency executes a contract, no proposal shall bind the Contracting
Agency nor shall any work begin within the project limits or within Contracting Agency-
furnished sites. The Contractor shall bear all risks for any work begun outside such areas
and for any materials ordered before the contract is executed by the Contracting Agency.
If the bidder experiences circumstances beyond their control that prevents return of the
contract documents within the 10 calendar days after the award date stated above, the
Contracting Agency may grant up to a maximum of 10 additional calendar days for return of
the documents, provided the Contracting Agency deems the circumstances warrant it.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-10
1-03.4 Contract Bond
(July 23, 2015 APWA GSP)
Delete the first paragraph and replace it with the following:
The successful bidder shall provide executed payment and performance bond(s)for the full
contract amount. The bond may be a combined payment and performance bond; or be
separate payment and performance bonds. In the case of separate payment and
- - � -- performance bonds, each shall be for the full contract amount..The bond(s) shall:
1. Be on Contracting Agency-furnished form(s);
2. Be signed by an approved surety (or sureties) that:
a. Is registered with the Washington State Insurance Commissioner, and
b. Appears on the current Authorized Insurance List in the State of Washington
published by the Office of the Insurance Commissioner,
3. Guarantee that the Contractor will perform and comply with all obligations, duties, and
conditions under the Contract, including but not limited to the duty and obligation to
indemnify, defend, and protect the Contracting Agency against all losses and claims
related directly or indirectly from any failure:
a. Of the Contractor (or any of the employees, subcontractors, or lower tier
subcontractors of the Contractor) to faithfully perform and comply with all contract
obligations, conditions, and duties, or
b. Of the Contractor (or the subcontractors or lower tier subcontractors of the
Contractor)to pay all laborers, mechanics, subcontractors, lower tier subcontractors,
material person, or any other person who provides supplies or provisions for carrying
out the work;
4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the
project under titles 50, 51, and 82 RCW; and
5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the
bond; and
6. Be signed by an officer of the Contractor empowered to sign official statements (sole
proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by
the president or vice president, unless accompanied by written proof of the authority of
the individual signing the bond(s) to bind the corporation (i.e., corporate resolution,
power of attorney, or a letter to such effect signed by the president or vice president).
1-04 SCOPE OF WORK
1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
(March 13, 2012 APWA GSP)
Revise the second paragraph to read:
Any inconsistency in the parts of the contract shall be resolved by following this order of
precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-11
1. Addenda,
2. Proposal Form,
3. Special Provisions,
4. Contract Plans,
5. Amendments to the Standard Specifications,
6. Standard Specifications,
7. Contracting Agency's Standard Plans or Details (if any), and
8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction.
1-05 CONTROL OF WORK
1-05.7 Removal of Defective and Unauthorized Work
(October 1, 2005 APWA GSP)
Supplement this section with the following:
If the Contractor fails to remedy defective or unauthorized work within the time specified in a
written notice from the Engineer, or fails to perform any part of the work required by the
Contract Documents, the Engineer may correct and remedy such work as may be identified
in the written notice, with Contracting Agency forces or by such other means as the
Contracting Agency may deem necessary.
If the Contractor fails to comply with a written order to remedy what the Engineer determines
to be an emergency situation, the Engineer may have the defective and unauthorized work
corrected immediately, have the rejected work removed and replaced, or have work the
Contractor refuses to perform completed by using Contracting Agency or other forces. An
emergency situation is any situation when, in the opinion of the Engineer, a delay in its
remedy could be potentially unsafe, or might cause serious risk of loss or damage to the
public.
Direct or indirect costs incurred by the Contracting Agency attributable to correcting and
remedying defective or unauthorized work, or work the Contractor failed or refused to
perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from
monies due, or to become due, the Contractor. Such direct and indirect costs shall include in
particular, but without limitation, compensation for additional professional services required,
and costs for repair and replacement�of work of others destroyed or damaged by correction,
removal, or replacement of the Contractor's unauthorized work.
Austin Drive Pavement Preservation
STPUS-6639(001 J
SP-12
No adjustment in contract time or compensation will be allowed because of the delay in the
performance of the work attributable to the exercise of the Contracting Agency's rights
provided by this Section.
The rights exercised under the provisions of this section shall not diminish the Contracting
Agency's right to pursue any other avenue for additional remedy or damages with respect to
the Contractor's failure to perform the work as required.
1-05.11 Finallnspection
(October 1, 2005 APWA GSP)
Delete this section and replace it with the following:
- 1-05.11 Final Inspections and Operational Testing
1-05.11(1) Substantial Completion Date
When the Contractor considers the work to be substantially complete, the Contractor shall so
notify the Engineer and request the Engineer establish the Substantial Completion Date. The
Contractor's request shall list the specific items of work that remain to be completed in order
to reach physical completion. The Engineer will schedule an inspection of the work with the
Contractor to determine the status of completion. The Engineer may also establish the
Substantial Completion Date unilaterally.
If, after this inspection, the Engineer concurs with the Contractor that the work is substantially
complete and ready for its intended use, the Engineer, by written notice to the Contractor, will
set the Substantial Completion Date. If, after this inspection the Engineer does not consider
the work substantially complete and ready for its intended use, the Engineer will, by written
notice, so notify the Contractor giving the reasons therefore.
Upon receipt of written notice concurring in or denying substantial completion, whichever is
applicable, the Contractor shall pursue vigorously, diligently and without unauthorized
interruption, the work necessary to reach Substantial and Physical Completion. The
Contractor shall provide the Engineer with a revised schedule indicating when the Contractor
expects to reach substantial and physical completion of the work.
The above process shall be repeated until the Engineer establishes the Substantial
Completion Date and the Contractor considers the work physically complete and ready for
final inspection.
1-05.11(2) Final Inspection and Physical Completion Date
When the Contractor considers the work physically complete and ready for final inspection,
the Contractor by written notice, shall request the Engineer to schedule a final inspection. The
Engineer will set a date for final inspection. The Engineer and the Contractor will then make �
a final inspection and the Engineer will notify the Contractor in writing of all particulars in which
the final inspection reveals the work incomplete or unacceptable. The Contractor shall
immediately take such corrective measures as are necessary to remedy the listed
deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption
until physical completion of the listed deficiencies. This process will continue until the Engineer
is satisfied the listed deficiencies have been corrected.
Austin Drive Pavement Preseivation
STPUS-6639(001)
SP-13
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written
notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take
whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7.
The Contractor will not be allowed an extension of contract time because of a delay in the
performance of the work attributable to the exercise of the Engineer's right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting
Agency, in writing, of the date upon which the work was considered physically complete. That
date shall constitute the Physical Completion Date of the contract, but shall not imply
acceptance of the work or that all the obligations of the Contractor under the contract have
been fulfilled.
1-05.11(3) Operational Testing
It is the intent of the Contracting Agency to have at the Physical Completion Date a complete
and operable system. Therefore when the work involves the installation of machinery or other
mechanical equipment; street lighting, electrical distribution or signal systems; irrigation
systems; buildings; or other similar work it may be desirable for the Engineer to have the
Contractor operate and test the work for a period of time after final inspection but prior to the
physical completion date. Whenever items of work are listed in the Contract Provisions for
operational testing they shall be fully tested under operating conditions for the time period
specified to ensure their acceptability prior to the Physical Completion Date. During and
following the test period, the Contractor shall correct any items of workmanship, materials, or
equipment which prove faulty, or that are not in first class operating condition. Equipment,
electrical controls, meters, or other devices and equipment to be tested during this period shall
be tested under the observation of the Engineer, so that the Engineer may determine their
suitability for the purpose for which they were installed. The Physical Completion Date cannot
be established until testing and corrections have been completed to the satisfaction of the
Engineer.
The costs for power, gas, labor, material, supplies, and everything else needed to successfully
complete operational testing, shall be included in the unit contract prices related to the system
being tested, unless specifically set forth otherwise in the proposal.
Operational and test periods, when required by the Engineer, shall not affect a manufacturer's
guaranties or warranties furnished under the terms of the contract.
1-05.13 SUPERINTENDENTS, LABOR AND EQUIPMENT OF CONTRACTOR
(August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section.
(October 1, 2005 APWA GSP)
Add the following new section:
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-14
1-05.16 Water and Power New Section
The Contractor shall make necessary arrangements, and shall bear the costs for power and
water necessary for the performance of the work, unless the contract includes power and
water as a pay item.
-05.�8 Record Drawings -s��<ion d�i<«d p��a,ddend���„tt 2
(Ma h 8, 2013 APWA GSP)
The ntractor shall maintain one set of full size plans for Record Drawings, updated with
clear a accurate red-lined field revisions on a daily basis, and within 2 business days after
receipt of'�formation that a change in Work has occurred. The Contractor shall not conceal
- any work un�i\e required information is recorded. _.
This Record Dra�ing set shall be used for this purpose alone, shall be kept separate from
other Plan sheets, and shall be clearly marked as Record Drawings. These Record
Drawings shall be ke on site at the Contractor's field office, and shall be available for
review by the Contracti Agency at all times. The Contractor shall bring the Record
Drawings to each progress meeting for review.
\
The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a
single, experienced, and qualified �ividual. The quality of the Record Drawings, in terms
of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to
modify the computer-aided drafting (CA�) Contract Drawings to produce a complete set of
Record Drawings for the Contracting Agency without further investigative effort by the
Contracting Agency.
The Record Drawing markups shall document all c anges in the Work, both concealed and
visible. Items that must be shown on the markups in ude but are not limited to:
�
• Actual dimensions, arrangement, and materials used hen different than shown in the
Plans.
• Changes made by Change Order or Field Order. �
• Changes made by the Contractor. \
• Accurate locations of storm sewer, sanitary sewer, water main'� and other water
appurtenances, structures, conduits, light standards, vaults, wid�l�of roadways,
sidewalks, landscaping areas, building footprints, channelization and pavement
markings, etc. Include pipe invert elevations, top of castings (manholes\nlets, etc.).
�
If the Contract calls for the Contracting Agency to do all surveying and staking,the Cor��acting
Agency will provide the elevations at the tolerances the Contracting Agency requires f�(the
Record Drawings. � \
Aust�n Drive Pavement Preservation
STPUS-6639(001)
SP-15
When the Contract calis for the Contractor to do the surveying/staking, the applicabl�
tolerance limits include, but are not limited to the following: /
�
Vertical Horizontal /
As-built sanitary 8�storm invert and grate ± 0.01 foot ± 0.01 foo
elevations
As-built monumentation ± 0.001 foot ± 0.0 foot
As-built waterlines, inverts, valves, ± 0.10 foot ± 0 0 foot
hydrants
As-built ponds/swales/water features ± 0.10 foot � 0.10 foot
As-built buildings (fin. Floor elev.) ± 0.01 foot ± 0.10 foot
As-built gas lines, power, N, Tel, Com ± 0.10 foot , ± 0.10 foot
As-built signs, signals, etc. N/A � ± 0.10 foot
Making Entries on the Record Drawings:
• Use erasable colored pencil (not ink)for all marlSitigs on the Record Drawings,
conforming to the following color code: /
• Additions - Red �
• Deletions - Green
• Comments - Blue
• Dimensions- Graphite
• Provide the applicable reference for a(I entries, such as the change order number, the
request for information (RFI) numb,�r, or the approved shop drawing number.
• Date all entries. �
• Clearly identify all items in the ntry with notes similar to those in the Contract
Drawings (such as pipe sym ols, centerline elevations, materials, pipe joint
abbreviations, etc.). /
The Contractor shall certify o�the Record Drawings that said drawings are an accurate
depiction of built conditions iand in conformance with the requirements detailed above. The
Contractor shall submit fir�al Record Drawings to the Contracting Agency. Contracting
Agency acceptance of t�ie Record Drawings is one of the requirements for achieving
Physical Completion j
�
Payment will be made for the following bid item:
Rec�rd Drawings Lump Sum
(�imum Bid $5000)
Pay nt for this item will be made on a prorated monthly basis for work completed in
accf�'rdance with this section up to 75% of the lump sum bid. The final 25% of the lump sum
itefn will be paid upon submittal and approval of the completed Record Drawings set
�repared in conformance with these Special Provisions.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-16
n 6.7.d ..� L. L, a ..� ab, o � p Tl.., r�....+. ..+..
fLTfQ3—DGG1lT•1-fLrirTilTZTI-"LfIG�IGIT� .
-�nus�bid--a�-leas�-t�tat�„�=��-
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.1 Laws to be Observed
(October 1, 2005 APWA GSP)
Supplement this section with the following:
In cases of conflict between different safety regulations, the more stringent regulation shall
apply.
- The Washington State Department of Labor and Industries shall be the sole and paramount
administrative agency responsible for the administration of the provisions of the Washington
Industrial Safety and Health Act of 1973 (WISHA).
The Contractor shall maintain at the project site office, or other well-known place at the project
site, all articles necessary for providing first aid to the injured. The Contractor shall establish,
publish, and make known to all employees, procedures for ensuring immediate removal to a
hospital, or doctor's care, persons, including employees, who may have been injured on the
project site. Employees should not be permitted to work on the project site before the
Contractor has established and made known procedures for removal of injured persons to a
hospital or a doctor's care.
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the
Contractor's plant, appliances, and methods, and for any damage or injury resulting from their
failure, or improper maintenance, use, or operation. The Contractor shall be solely and
completely responsible for the conditions of the project site, including safety for all persons
and property in the pertormance of the work. This requirement shall apply continuously, and
not be limited to normal working hours.The required or implied duty of the Engineer to conduct
construction review of the Contractor's performance does not, and shall not, be intended to
include review and adequacy of the Contractor's safety measures in, on, or near the project
site.
1-07.11 Requirements for Nondiscrimination
(December 8, 2014 APWA GSP, Option B)
Supplement this section with the following:
Disadvantaged Business Enterprise Condition of Award Participation
The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to
this Contract. Demonstrating compliance with these specifications is a Condition of Award
(COA) of this Contract. Failure to comply with the requirements of this specification may
result in your bid being found to be nonresponsive and may be rejected.
DBE COA Goal
The Contracting Agency has established a COA Contract goal in the amount of:
12%
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-17
DBE Eligibility/Selection of DBEs
A Directory of Certified DBE Firms denoting the Description of Work the DBE
Contractors are certified to perform is available at:
www.omwbe.wa.qov/certification/index.shtml.
� The directory provides plain language on the Description of Work that the listed
DBE's have been certified by the Office of Minority and Women's Business
Enterprises (OMWBE) to perform. The Bidder shall use the Directory of Certified
DBE Firms to confirm if a DBE is certified for the "Description of Work"the Bidder
lists on the DBE Utilization Certification form #272-056 EF (see form instructions)
and therefore qualifies for credit towards the COA goal.
Crediting DBE Participation
Joint Venture
When a DBE performs as a participant in a joint venture, only that portion of the
total dollar value of the Contract equal to the distinct, clearly defined portion of the
Work that the DBE performs with its own forces shall be credited.
DBE Prime Contractor
A DBE Prime Contractor may only take credit for that portion of the total dollar
value of the Contract equal to the distinct, clearly defined portion of the Work that
the DBE Prime performs with its own forces.
DBE Subcontractor
When a DBE firm participates as a Subcontractor only that portion of the total
dollar value of the Contract equal to the distinct, clearly defined portion of the
Work that the DBE performs with its own forces shall be credited.
• Include the cost of supplies and materials obtained by the DBE for the
Work in the Contract including supplies purchased or equipment leased by
the DBE.
• However, you may not take credit for supplies, materials, and
equipment the DBE Subcontractor purchases or leases from the
Prime Contractor or its affiliate. In addition, Work performed by a DBE,
utilizing resources of the Prime Contractor or its affiliates shall not be
credited. �
• In very rare situations, a DBE firm may utilize equipment and/or personnel
from a non-DBE firm other than the Prime Contractor or its affiliates.
Should this situation arise the arrangement must be short-term and have
prior written approval from the Office of Equal Opportunity (OEO).
• Count the entire value of fees or commissions charged by a DBE firm for
providing a bona fide service, such as professional, technical, consultant,
managerial services, or for providing bonds or insurance.
• When a DBE subcontracts to another firm, the value of the subcontracted
Work may be counted as participation only if the DBE's lower tier
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-18
• . . . ' � .. .. . �.'i' �v
Subcontractor is also a DBE. Work that a DBE subcontracts to a non-DBE
firm shall not be credited.
• When non-DBE Subcontractor further subcontracts to a lower-tier
Subcontractor or supplier who is a certified DBE, then that portion of the
Work further subcontracted may be credited as DBE participation, provided
it is a distinct clearly defined portion of the Work that the DBE is certified to
perform and the DBE Subcontractor pertorms the Work with its own forces.
• If a firm is not certified as a DBE at the time of the execution of the
contract, their participation cannot be counted toward any DBE goals.
Trucking
Use the following factors in determining DBE credit and whether a DBE trucking
company is performing a commercially useful function:
1. The DBE must be responsible for the management and supervision of
the entire trucking operation for which credit is being claimed.
2. The DBE must itself own and, with its own workforce, operate at least
one fully licensed, insured, and operational truck used on the Contract.
3. The DBE receives credit only for the value of the transportation services �
it provides on the Contract using trucks it owns or leases, licenses,
insures, and operates with drivers it employs. For purposes of this
requirement a lease must indicate that the DBE has exclusive use of and
control over the truck. This does not preclude the leased truck from
working for others provided it is with the consent of the DBE and the
lease provides the DBE first priority for use of the leased truck. Leased
trucks must display the name and identification number of the DBE.
4. The DBE may lease trucks from another DBE firm including an owner-
operator provided they are certified as a DBE for trucking. The DBE who
leases trucks from another DBE may claim participation for the total
value of the transportation services the lessee DBE provides on the
Contract.
5. The DBE may also lease trucks from a non-DBE firm and may enter into
an agreement with an owner-operator who is a non-DBE. The DBE shall
only receive credit for the number of additional non-DBE trucks equal or
less than the number of DBE trucks the firms owns or has
leased/subcontracted through another DBE trucking company. The DBE
must control the work of the non-DBE trucks. If the non-DBE is
performing the work without supervision of that work by the DBE, the
DBE is not performing a Commercially Useful Function (CUF).
6. In any lease or owner-operator situation, as described in requirement#4
and #5 above, the following rules shall apply:
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-19
a. A written lease/rental agreement is required for all trucks leased
or rented; documenting the ownership and the terms of the
agreement. The agreements must be submitted and approved
by the Contracting Agency prior to the beginning of the Work.
The agreement must show the leaser's name, truck description
and agreed upon amount and method of payment (hour, ton, or
per load). All lease agreements shall be for a long-term
relationship, rather than for the individual project. (This
requirement does not apply to owner-operator arrangements.)
b. Only the vehicle, (not the operator) may be leased or rented.
(This requirement does not apply to owner-operator
• arrangements).
7. Credit may only be claimed for DBE trucking firms operating under a
subcontract or a written agreement approved by the Contracting Agency
prior to performing Work.
Expenditures paid to other DBEs
Expenditures paid to other DBEs for materials or supplies may be counted toward
DBE goals as provided in the following:
Manufacturer
You may claim DBE credit for 100 percent of value of the materials or
supplies obtained from a DBE manufacturer.
A manufacturer is a firm that operates or maintains a factory or establishment
that produces, on the premises, the materials, supplies, articles, or equipment
required under the contract. A manufacturer shall include firms that produce
finished goods or products from raw or unfinished material or that purchases
and substantially alters goods and materials to make them suitable for
construction use before reselling them.
In order to receive credit as a DBE Manufacturer, the firm must be certified by
OMWBE as a manufacturer in a NAICS code that falls within the 31XXXX to
33XXXX classification.
Regular Dealer
You may claim credit for 60 percent of the value of the materials or supplies
purchased from a DBE regular dealer. Rules applicable to regular dealer
status are contained in 49 CFR Part 26.55.e.2.
To be considered a regular dealer you must meet the following criteria:
• WSDOT considers and recognizes a regular dealer, as a firm that
owns, operates, or maintains a store, warehouse, or other
establishment in which the materials or supplies required for the
performance of the Contract and described by the specifications of the
Contract are bought, kept in stock and regularly sold or leased to the
public in the usual course of business.
Austin Drive Pavement Preservation �
STPUS-6639(001)
SP-20
• Sixty percent (60%) of the cost of materials or supplies purchased
from an approved regular dealer may be credited as DBE
participation.
Regular dealer status is granted on a contract-by-contract basis. A firm
wishing to be approved as a regular dealer for WSDOT contracted projects or
Highways & Local Program administered projects must submit a request in
writing to OEO for approval, no later than seven days prior to bid opening.
Once the OEO has received the request, an onsite review will be set up with
the firm and a review conducted to determine the firm's qualifications. If it is
determined that the firm qualifies as a regular dealer the OEO will list the firm
on an Approved Regular Dealers List. The list may be accessed through the
OEO Home website is at:
www.wsdot.wa. oq v/equalopportunity.
Note: Requests to be listed as a regular dealer will only be processed if
the requesting firm is certified by the Office of Minority and Women's
Business Enterprises in a NAICS code that fall within the 42XXXX
NAICS Wholesale code section.
Materials or Supplies Purchased from a DBE
With regard to materials or supplies purchased from a DBE who is neither a
manufacturer nor a regular dealer you may claim credit for the following:
1. Fees or commissions charged for assistance in the procurement of
the materials and supplies.
2. Fees or transportation charges for the delivery of materials or
supplies.
In either case you may not take credit for any part of the cost of the materials
and supplies.
Commercially Useful Function (CUF)
The Prime Contractor has a responsibility and must treat the working relationship
with the DBE such that the DBE is performing a commercially useful function. The
Prime Contractor may only take credit for Work performed by a DBE that is
determined to be performing a commercially useful function.
• A DBE performs a commercially useful function when it is responsible for
execution of a distinct element of Work and is carrying out its responsibilities
by performing, managing and supervising the Work involved. The DBE must
also be responsible with respect to materials and supplies used on the
Contract. For example; negotiating price, determining quality, determining
quantities, ordering, installing (if applicable) and paying for the material itself.
• A DBE does not perForm a commercially useful function if its role is limited to
that of an extra participant in a transaction, Contract, or project through which
funds are passed.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-21
Joint Checking Allowance
Prime Contractors and DBEs must receive pre-approval by the OEO before using
a joint check. Joint check requests shall be submitted by the Prime Contractor to
the Contracting Agency for approval.
When requesting approval for use of a joint checking allowance, the Contractor
must distribute a written joint check agreement among the parties (including the
suppliers involved) providing full and prompt disclosure of the expected use of the
joint checks. The agreement shall contain all the information concerning the
parties' obligations and consequences or remedies if the agreement is not fulfilled
or a breach occurs. The joint check request shall be submitted to the Contracting
Agency for approval prior to signing the contract agreement.
The following are some general conditions that must be met by all parties
regarding joint check use:.
a. It is understood that the Prime Contractor acts solely as the guarantor of
a joint check.
b. The DBE's own funds are used to pay supplier of materials. The Prime
Contractor does not make direct payment to supplier. In order to be
performing a Commercially Useful Function (CUF), the DBE must
release the check to the supplier (paying for the materials it-self and not
be an extra participant in a transaction).
c. If the Prime Contractor makes joint checks available to one DBE
Subcontractor, the service must be made available to all Subcontractors
(DBE and non-DBE).
d. The relationship between the DBE and its suppliers should be
established independently of and without interference by the Prime
Contractor. The DBE has final decision-making responsibility concerning
the procurement of materials and supplies, including which supplier to
use.
e. The Prime Contractor and DBE shall be able to provide receipts,
invoices, cancelled checks and/or certification statements of payment if
requested by the Contracting Agency.
f. The DBE remains responsible for all other elements of 49 CFR
26.55(c)(1).
Failure by the Prime Contractor to request and receive prior approval of a joint
check arrangement will result in the joint check amount not counting towards the
Prime Contractor's DBE goal.
Disadvantaged Business Enterprise Utilization Certification FORM # 272-056
EF
To be eligible for award of the Contract, the Bidder shall properly complete and
submit a Disadvantaged Business Enterprise Utilization Certification with the
,
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-22
Bidder's sealed Bid Proposal, as specified Section 1-02.9 Delivery of Proposal.
The Bidder's Disadvantaged Business Enterprise Utilization Certification must
clearly demonstrate how the Bidder intends to meet the DBE COA goal. A
Disadvantaged Business Enterprise Utilization Certification (form #272-056 EF) is
included in your Proposal package for this purpose as well as instructions on how
to properly fill out the form.
In the event of arithmetic errors in completing the Disadvantaged Business
Enterprise Utilization Certification the amount listed to be applied towards the goal
for each DBE shall govern and the DBE total amount shall be adjusted
accordingly.
Note: The Contracting Agency shall consider as non-responsive and shall
reject any Bid Proposal submitted that does not contain a Disadvantaged
Business Enterprise Utilization Certification that accurately demonstrates
how the Bidder intends to meet the COA goal.
Disadvantaged Business Enterprise (DBE)Written Confirmation
Document(s) FORM #422-031 EF
The Bidder shall submit a complete and accurate Disadvantaged Business
Enterprise (DBE) Written Confirmation Document for each DBE firm listed in the
Bidder's completed Disadvantaged Business Enterprise Utilization Certification as
submitted with the bid. Failure to do so will result in the associated participation
being disallowed, which may result in bid rejection.
A Disadvantaged Business Enterprise (DBE)Written Confirmation Document
(form No. 422-031 EF) is included in your Proposal package for this purpose.
The form(s) shall be received as specified in the special provisions for Section 1-
02.9 Delivery of Proposal.
It is prohibited for the Bidder to require a DBE to submit a Written Confirmation
Document with any part of the form left blank. Should the Contracting Agency
determine that a Written Confirmation Document was signed by a DBE that was
not complete; the validity of the document comes into question and the associated
DBE Participation may not receive credit.
Selection of Successful Bidder/Good Faith Efforts (GFE)
The successful Bidder shall be selected on the basis of having submitted the
lowest responsive Bid, which demonstrates a good faith effort to achieve the DBE
COA goal. Achieving the goal may be accomplished in one of two ways, as
follows:
1. Bv meetinq the goal
The best indication of good faith efforts is to document, through
submission of the Disadvantaged Business Enterprise Utilization
Certification and supporting Disadvantaged Business Enterprise (DBE)
Written Confirmation Document(s) that the Bidder has obtained enough
DBE participation to meet or exceed the assigned DBE COA contract
goal. That being the case no additional GFE documentation is required.
Or;
Austm Drive Pavement Preservation
STPUS-6639(001)
SP-23
2. � documentation that it made adequate GFE to meet the qoal
The Bidder may demonstrate a GFE in whole or part through GFE
documentation ONLY IN THE EVENT a Bidder's efforts to solicit sufficient
DBE participation have been unsuccessful. In this case, the Bidder must
supply GFE documentation in addition to the Disadvantaged Business
Enterprise Utilization Certification, and supporting Disadvantaged
Business Enterprise (DBE)Written Confirmation document(s).
Note: In the case where the Bidder was awarded the contract based on
demonstrating adequate GFE the advertised DBE goal will not be
reduced to the Bidder's partial commitment. The Bidder shall
demonstrate a GFE during the life of the Contract to attain the DBE
Condition of Award (COA) Goal as assigned to the project.
Good Faith Efforts (GFE) Documentation
GFE documentation shall be received, as specified in the special provisions for
Section 1-02.9 Delivery of Proposal.
Based upon all the relevant documentation submitted in Bid or as supplement to
Bid, the Contracting Agency shall determine whether the Bidder has demonstrated
a sufficient GFE to achieve DBE participation. The Contracting Agency will make
� a fair and reasonable judgment of whether a Bidder that did not meet the goal
through participation, made adequate good faith efforts as demonstrated by the
GFE documentation.
The following is a list of types of actions, which would be considered as part of the
Bidder's GFE to achieve DBE participation. It is not intended to be a mandatory
checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of
efforts may be relevant in appropriate cases:
1. Attendance by the Bidder at any pre-solicitation or pre-Bid meetings that
were scheduled by the Contracting Agency to inform DBEs of contracting
and subcontracting or material supply opportunities available on the
project;
2. Contacting local Tribes, Tribal Employment Rights Offices (TERO)
concerning the subcontracting or supply opportunities in sufficient time to
allow the enterprises to participate effectively;
3. Selection by the Bidder of specific economically feasible units of the
project to be performed by DBEs in order to increase the likelihood of
participation by DBEs even if the Bidder preferred to perform these Work
items as the Prime Contractor;
4. Advertising by the Bidder in general circulation, trade association
minority and trade oriented, women focus publications, concerning the
subcontracting or supply opportunities;
5. Providing written notice from the Bidder to a reasonable number of
specific DBEs, identified from the OMWBE Directory of Certified DBE
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-24
t�-.� �..r.. . .'Y�.�•�'•.. . ' .
Firms for the selected subcontracting or material supply Work, in
sufficient time to allow the enterprises to participate effectively;
6. Follow-up by the Bidder of initial solicitations of interest by contacting the
DBEs to determine with certainty whether they were interested.
Documentation of this kind of action shall include the information outlined
below:
a. The names, addresses, telephone numbers of DBEs who were
contacted, the dates of initial contact, and whether initial solicitations
of interest were followed-up by contacting the DBEs to determine
with certainty whether the DBEs were interested;
b. A description of the information provided to the DBEs regarding the
plans, specifications, and estimated quantities for portions of the
Work to be performed;
c. Documentation of each DBE contacted but rejected and the
reason(s)for that rejection;
7. Providing, to interested DBEs, adequate information about the plans,
specifications, and requirements for the selected subcontracting or
material supply Work;
8. Negotiating in good faith with the DBE firms, and not, without justifiable
reason, rejecting as unsatisfactory, Bids that are prepared by any DBE.
The DBE's standing within its industry, membership in specific groups,
organizations, or associations and political or social affiliations - union vs.
non-union employee status - are not legitimate causes for the rejection or
non-solicitation of bids in the Prime Contractor's efforts to meet the
project goal;
9. Advertising and making efforts to obtain DBE participation that were
reasonably expected to produce a level of participation sufficient to meet
the goal or requirements of the Contracting Agency;
10. Making any other efforts to obtain DBE participation that were
reasonably expected to produce a level of participation sufficient to meet
the goal or requirements of the Contracting Agency;
11. Using the services of minority community organizations, minority
contractor groups, local, State, and federal minority business assistance
offices and other organizations identified by WSDOT and advocates for
disadvantaged, minority, and women businesses that provide assistance
in the recruitment and placement of disadvantaged, minority, and women
business enterprises; and
12. Using the WSDOT OEO DBE Supportive Services to assist you. For
more information please contact the OEO by calling toll free at (888)
259-9143 or emailing dbess@wsdot.wa.gov.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-25
Administrative Reconsideration of GFE Documentation
Any Bidder has the right to reconsideration but only for the purpose of reassessing
their GFE documentation.that was determined to be inadequate.
• The Bidder must request and schedule a reconsideration hearing within
seven calendar days of notification of being nonresponsive or forfeit the
right to reconsideration.
• The reconsideration decision on the adequacy of the Bidder's GFE
documentation shall be made by an official who did not take part in the
original determination.
• The Bidder shall have the opportunity to meet in person with the official
for the purpose of setting forth the Bidder's position as to why the GFE
documentation demonstrates a sufficient effort.
• The reconsideration official shall provide the Bidder with a written decision
on reconsideration within five business days of the hearing explaining the
basis for their finding.
Procedures between Award and Execution
After Award and prior to Execution the Bidder shall provide the additional
information described below. Failure to comply shall result in the forfeiture of the
Bidder's Proposal bond or deposit.
1. Additional information for all successful DBE's as shown on the
Disadvantaged Business Enterprise Utilization Certification:
a. Correct business name, federal employee identification number (if
available), and mailing address.
b. List of all Bid items assigned to each successful DBE firm, including
unit prices and extensions.
c. Description of partial items (if any) to be sublet to each successful
DBE firm specifying the distinct elements of Work under each item
to be performed by the DBE and including the dollar value of the
DBE portion..
Total amounts shown for each DBE shall not be less than the
amount shown on the Disadvantaged Business Enterprise Utilization
Certification. A breakdown that does not conform to the
Disadvantaged Business Enterprise Utilization Certification or that
demonstrates a lesser amount of DBE participation than that
included in the Disadvantaged Business Enterprise Utilization
Certification will be returned for correction.
2. A list of all firms who submitted a Bid or quote in an attempt to participate
in this project whether they were successful or not. Include the business
name and a mailing address.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-26
Note: The firms identified by the Prime Contractor may be contacted by the
Contracting Agency to solicit general information as follows: age of the
firm and average of its gross annual receipts over the past three-years.
Procedures after Execution
Crediting DBE Participation toward Meeting the Goal
Reporting
All DBE work whether COA or race neutral participation is reported. The
Prime Contractor shall submit a Quarterly Report of Amounts Credited as
DBE Participation form (422-102 EF) on a quarterly basis for any
calendar quarter in which DBE has accomplished Work or upon
� completion of the project, as appropriate. The dollars are to be reported
as specified herein.
In the event that the payments to a DBE have been made by an entity
other than the Prime Contractor, as in the case of a lower-tier
Subcontractor or supplier, then the Prime Contractor shall obtain the
quarterly report, including the signed affidavit, from the paying entity and
submit the report to the Contracting Agency.
Changes in DBE COA participation
Owner initiated Change Orders
The Prime Contractor shall demonstrate a GFE to substitute COA DBE
participation when the Contracting Agency deletes Work items by change
order that impact a COA DBE's Work.
When the Contract allows alternate Work methods which serve to delete or
create under-runs in COA DBE Work then the Prime Contractor must provide
documentation of negotiating the change with the DBE that was to perform
the reduced Work and demonstrate a GFE to substitute other DBE COA
participation.
Original Quantity Under runs
In the event that Work committed to a DBE firm as part of the COA under
runs the original planned quantities the Prime Contractor shall demonstrate a
GFE to substitute other DBE COA participation.
Contractor-Initiated Proposals—General
The Contractor cannot reduce the amount of work committed to a DBE firm at
contract award without good cause and only with written concurrence from
the OEO. Reducing a COA DBE's Work is viewed as a partial DBE
termination, subject to the procedures below.
DBE Termination
A COA�DBE Subcontractor may only be terminated in whole or part with the
approval of the Contracting Agency (in coordination with OEO). Approval will
be granted provided the Prime Contractor demonstrates that the termination
is based on good cause.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-27
Good cause typically includes situations where the DBE Subcontractor is
unable or has failed to perform the work of its subcontract in accordance with
normal industry standards. While not all inclusive, some examples of good
cause include the following circumstances:
Good cause may exist if:
• The listed DBE Subcontractor fails or refuses to execute a written
contract.
• The listed DBE Subcontractor fails or refuses to perForm the work
of its subcontract in a way consistent with normal industry
standards.
• The listed DBE Subcontractor fails or refuses to meet the Prime
Contractor's reasonable, nondiscriminatory bond requirements.
• The listed DBE Subcontractor becomes bankrupt, insolvent, or
exhibits credit unworthiness.
• The listed DBE Subcontractor is ineligible to work on public works
projects because of suspension and debarment proceedings
pursuant 2 CFR Parts 180, 215 and 1,200 or applicable state law.
• The listed DBE Subcontractor voluntarily withdraws from the
project and provides to you written notice of its withdrawal.
• The listed DBE is ineligible to receive DBE credit for the type of
work required.
• A DBE owner dies or becomes disabled with the result that the
listed DBE is unable to complete its work on the contract.
Good cause does not exist if:
• The Prime Contractor seeks to terminate a COA DBE so that the
Prime can self-perform the Work.
• The Prime Contractor seeks to terminate a COA DBE so the
Prime Contractor can substitute another DBE or non-DBE after
contract award.
• The failure or refusal of the DBE Subcontractor to perform its
work on the subcontract results from the bad faith or
discriminatory action of the Prime Contractor (e.g., the failure of
the Prime Contractor to make timely payments or the
unnecessary placing of obstacles in the path of the DBE's Work).
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-28
Prior to requesting termination, the Prime Contractor must give notice in
writing to the DBE Subcontractor with a copy to the Contracting Agency of its
intent to request to terminate DBE work and the reasons for doing so. The
DBE Subcontractor shall have five (5) days to respond to the prime
Contractor's notice. The DBE's response shall either support the termination
or advise the Contracting Agency and the Prime Contractor of the reasons it
objects to the termination of its subcontract.
When a COA DBE firm is "terminated" from a Contract (or fails to complete its
Subcontract for any reason), the Prime Contractor shall make every good
faith effort to substitute another DBE Firm (ref.to 49 CFR 26.53(g)).
Graduation
When a DBE firm "graduates" from the DBE program (during the course of an
executed subcontract), the DBE participation of that firm "may" continue to
count towards the contract DBE goal.
Decertification
When a COA DBE firm who has a signed subcontract in place with a Prime,
later becomes "decertified" (during the course of that subcontract)—the DBE
participation of that firm "may" continue to count towards the Contract DBE
goal.
Counting payments
Payments to a DBE firm will count toward DBE goals only if the participation
is in accordance with these specifications.
Prompt Payment
Prompt payment to all Subcontractors shall be in accordance with Section 1-
08.1(1) of these Contract special provisions.
Payment
Compensation for all costs involved with complying with the conditions of this
specification and any other associated DBE requirements is included in
payment for the associated Contract items of Work.
Damages for Noncompliance
The Prime Contractor shall not discriminate on the basis of race, color,
national origin, or sex in the performance of this Contract. The Prime
Contractor shall carry out applicable requirements of 49 CFR Part 26 in the
award and administration of Contracts, which contain funding assistance from
the United States Department of Transportation. Failure by the Prime
Contractor to carry out these requirements is a material breach of this
Contract, which may result in the Termination of this Contract or such other
remedy as the Contracting Agency deems appropriate.
If the Prime Contractor does not comply with any part of its Contract as
required under 49 CFR part 26, and/or any other applicable law or regulation
regarding DBE, the Contracting Agency may withhold payment, suspend the
ability of the Prime Contractor to participate in future Contracting Agency
contracts, impose sanctions or Terminate the Contract, and subject the Prime
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-29
Contractor to civil penalties of up to ten percent of the amount of the Contract
for each violation. In the case of WSDOT Contracts, prequalification may be
suspended pursuant to WAC 468-16-180, and continuous violations
(exceeding a single violation) may also disqualify the Prime Contractor from
further participation in WSDOT Contracts for a period of up to three years.
An apparent low Bidder must be in compliance with these Contract Provisions
as a condition precedent to the granting of a notice of award by the
Contracting Agency. The Prime Contractor is entitled to request an
adjudicative proceeding with respect to the Contracting Agency's
determination of Contract violation and assessed penalties by filing a written
application within thirty days of receipt of notification. The adjudicative
proceeding, if requested, will be conducted by an administrative law judge
pursuant to the procedures set forth in RCW 34.05 and Chapter 10.08 of the
Washington Administrative Code.
1-07.15 Temporary Water Pollution/Erosion Control
1-07.15(1) Spill Prevention, Control and Countermeasures Plan
This section is supplemented with the following:
The Contractor shall address the following items in the SPCC Plan in addition to the
requirements of Section 1-07.15(1):
Mixing, Transfers, and Storage
1. All oil, fuel or chemical storage tanks or containers shall be diked and located on
impervious surfaces so as to prevent spill from escaping.
2. All liquid products shall be stored and mixed on impervious surfaces in a secure water
tight environment and provide containment to handle the maximum volume of liquid
products on-site at any given time.
3. Proper security shall be maintained to prevent vandalism.
4. Drip pans or other protective devices shall be required for all transfer operations.
Spills
Paint and solvent spills shall be treated as oil spills and shall be prevented from reaching
storm drains or other discharges. No cleaning solvents or chemicals used for tool or
equipment cleaning may be discharged to the ground or water.
Maintenance of Equipment �
Fuel hoses, oil drums, oil or fuel transfer valves and fittings, etc., shall be checked regularly
for drips or leaks and shall be maintained and stored properly to prevent spills into State
waters. �
Disposal
Aust�n Drive Pavement Preservation
STPUS-6639(001)
SP-30
Spilled waste, chemicals or petroleum products shall be transported off-site for disposal at a
facility approved by the Department of Ecology. The materials shall not be discharged to any
sanitary sewer without approval of the local sewer authority.
Reporting and Cleanup
The Contractor's designated person for managing and implementing the SPCC Plan shall
report hazardous material spills as follows:
Spills into State water (including ponds, ditches, seasonally dry streams, and wetlands)—
Immediately call all of the following:
National Response Center 1-800-424-8802
WA State Div. of Emergency Management (24 hr) 1-800-258-5990
Ecology Northwest Regional Office (425) 649-7000
Spill to Soil (Including encounters of pre-existing contamination):
Ecology Northwest Regional Office (425) 649-7000
Report immediately if threatening to health or environment (i.e., explosive, flammable, toxic
vapors, shallow groundwater, nearby creek), otherwise within 90 days.
Underground Storage Tank (confirmed release of material):
Ecology Northwest Regional Office (425) 649-7000
Report within 24 hours
1-07.18 Public Liability and Property Damage Insurance
Delete this section in its entirety, and replace it with the following:
1-07.18 Insurance
(January 4, 2016 APWA GSP)
1-07.18(1) General Requirements
A. The Contractor shall procure and maintain the insurance described in all subsections of
section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of
not less than A-: VII and licensed to do business in the State of Washington. The
Contracting Agency reserves the right to approve or reject the insurance provided, based on
the insurer's financial condition.
B. The Contractor shall keep this insurance in force without interruption from the
commencement of the Contractor's Work through the term of the Contract and for thirty (30)
days after the Physical Completion date, unless otherwise indicated below.
C. If any insurance policy is written on a claims made form, its retroactive date, and that of all
subsequent renewals, shall be no later than the effective date of this Contract. The policy
shall state that coverage is claims made, and state the retroactive date. Claims-made form
coverage shall be maintained by the Contractor for a minimum of 36 months following the
Completion Date or earlier termination of this Contract, and the Contractor shall annually
provide the Contracting Agency with proof of renewal. If renewal of the claims made form of
coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-31
an extended reporting period ("tail") or execute another form of guarantee acceptable to the
Contracting Agency to assure financial responsibility for liability for services performed.
D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella
Liability insurance policies shall be primary and non-contributory insurance as respects the
Contracting Agency's insurance, self-insurance, or self-insured pool coverage. Any insurance,
self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be
excess of the Contractor's insurance and shall not contribute with it.
E. The Contractor shall provide the Contracting Agency and all additional insureds with written
notice of any policy cancellation, within two business days of their receipt of such notice.
G. The Contractor shall not begin work under the Contract until the required insurance has
been obtained and approved by the Contracting Agency
H. Failure on the part of the Contractor to maintain the insurance as required shall constitute a
material breach of contract, upon which the Contracting Agency may, after giving five
business days' notice to the Contractor to correct the breach, immediately terminate the
Contract or, at its discretion, procure or renew such insurance and pay any and all premiums
in connection therewith, with any sums so expended to be repaid to the Contracting Agency
on demand, or at the sole discretion of the Contracting Agency, offset against funds due the
Contractor from the Contracting Agency.
I. All costs for insurance shall be incidental to and included in the unit or lump sum prices of
the Contract and no additional payment will be made.
1-07.18(2) Additional Insured
All insurance policies, with the exception of Workers Compensation, and of Professional Liability �
and Builder's Risk (if required by this Contract) shall name the following listed entities as
additional insured(s) using the forms or endorsements required herein:
■ the Contracting Agency and its officers, elected officials, employees, agents, and
volunteers
The above-listed entities shall be additional insured(s)for the full available limits of liability
maintained by the Contractor, irrespective of whether such limits maintained by the Contractor
are greater than those required by this Contract, and irrespective of whether the Certificate of
Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those
maintained by the Contractor.
For Commercial General Liability insurance coverage, the required additional insured
endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations
and CG 20 37 10 01 for completed operations.
1-07.18(3) Subcontractors ,
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-32
.. . •'t. . • ... � . - ., •
The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that
complies with all applicable requirements of the Contractor-provided insurance as set forth herein,
except the Contractor shall have sole responsibility for determining the limits of coverage required
to be obtained by Subcontractors.
The Contractor shall ensure that all Subcontractors of every tier add all entities listed in
1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that
section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10
01 for ongoing operations and CG 20 37 10 01 for completed operations.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting
Agency evidence of insurance and copies of the additional insured endorsements of each
Subcontractor of every tier as required in 1-07.18(4)Verification of Coverage.
1-07.18(4) Verification of Coverage
The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and
endorsements for each policy of insurance meeting the requirements set forth herein when the
Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand
such verification of coverage with these insurance requirements or failure of Contracting Agency
to identify a deficiency from the insurance documentation provided shall not be construed as a
waiver of Contractor's obligation to maintain such insurance.
Verification of coverage shall include:
1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent.
2. Copies of all endorsements naming Contracting Agency and all other entities listed in
1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit
a copy of any blanket additional insured clause from its policies instead of a separate
endorsement.
3. Any other amendatory endorsements to show the coverage required herein.
4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these
requirements—actual endorsements must be submitted.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting
Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required
on this Project, a full and certified copy of that policy is required when the Contractor delivers
the signed Contract for the work.
1-07.18(5) Coverages and Limits
The insurance shall provide the minimum coverages and limits set forth below. Contractor's
maintenance of insurance, its scope of coverage, and limits as required herein shall not be
construed to limit the liability of the Contractor to the coverage provided by such insurance, or
otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity..
All deductibles and self-insured retentions must be disclosed and are subject to approval by the
Contracting Agency. The cost of any claim payments falling within the deductible or self-insured
retention shall be the responsibility of the Contractor. In the event an additional insured incurs a
liability subject to any policy's deductibles or self-insured retention, said deductibles or self-
insured retention shall be the responsibility of the Contractor.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-33
1-07.18(5) A Commercial General Liability
Commercial General Liability insurance shall be written on coverage forms at least as broad as
ISO occurrence form CG 00 01, including but not limited to liability arising from premises,
operations, stop gap liability, independent contractors, products-completed operations, personal
and advertising injury, and liability assumed under an insured contract. There shall be no
exclusion for liability arising from explosion, collapse or underground property damage.
The Commercial General Liability insurance shall be endorsed to provide a per project general
aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement.
Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's
completed operations for at least three years following Substantial Completion of the Work.
Such policy must provide the following minimum limits:
$1,000,000 Each Occurrence
$2,000,000 General Aggregafe
$2,000,000 Products 8 Completed Operations Aggregate
$1,000,000 Personal 8 Advertising Injury each offence
$1,000,000 Stop Gap / Employers' Liability each accident
1-07.18(5) B Automobile Liability
Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be
written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the
transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48
endorsements.
Such policy must provide the following minimum limit:
$1,000,000 Combined single limit each accident
1-07.18(5)C Workers' Compensation �
The Contractor shall comply with Workers' Compensation coverage as required by the Industrial
Insurance laws of the State of Washington.
1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic
(January 2, 2012 WSDOT GSP, Option 2)
Section 1-07.23(1) is supplemented with the following:
Work Zone Clear Zone
The Work Zone Clear Zone(WZCZ)applies during working and nonworking hours.The WZCZ
applies only to temporary roadside objects introduced by the Contractor's operations and does
not apply to preexisting conditions or permanent Work. Those work operations that are
actively in progress shall be in accordance with adopted and approved Traffic Control Plans,
and other contract requirements.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-34
. .. . . . � , ':'.r-:
During nonworking hours equipment or materials shall not be within the WZCZ unless they
are protected by permanent guardrail or temporary concrete barrier. The use of temporary
concrete barrier shall be permitted only if the Engineer approves the installation and location.
During actual hours of work, unless protected as described above, only materials absolutely
necessary to construction shall be within the WZCZ and only construction vehicles absolutely
necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the
shoulder of the roadway.
The Contractor's nonessential vehicles and employees private vehicles shall not be permitted
to park within the WZCZ at any time unless protected as described above.
Deviation from the above requirements.shall not occur unless the Contractor has requested
the deviation in writing and the Engineer has provided written approval.
Minimum WZCZ distances are measured from the edge of traveled way and will be
determined as follows:
Minimum Work Zone Clear Zone Distance
Re ulato Posted S eed Distance From Traveled Wa Feet
35 m h or less 10*
40 m h 15
45 to 55 m h 20
60 m h or reater 30
* or 2-feet beyond the outside edge of sidewalk
1-08 PROSECUTION AND PROGRESS
(May 25, 2006 APWA GSP)
Add the following new section:
1-08.0 Preliminary Matters
1-08.0(1) Pre-construction Conference
(October 10, 2008 APWA GSP)
Prior to the Contractor beginning the work, a preconstruction conference will be held
between the Contractor, the Engineer and such other interested parties as may be invited.
The purpose of the preconstruction conference will be:
1. To review the initial progress schedule;
2. To establish a working understanding among the various parties associated or affected
by the work;
3. To establish and review procedures for progress payment, notifications, approvals,
submittals, etc.;
4. To establish normal working hours for the work;
5. To review safety standards and traffic control; and
6. To discuss such other related items as may be pertinent to the work.
The Contractor shall prepare and submit at the preconstruction conference the following:
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-35
1. A breakdown of all lump sum items;
2. A preliminary schedule of working drawing submittals; and
3. A list of material sources for approval if applicable.
1-08.0(2) Hours of Work
(December 8, 2014 APWA GSP)
Except in the case of emergency or unless otherwise approved by the Engineer, the normal
working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m.
and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires
different than the normal working hours stated above, the request must be submitted in
writing prior to the preconstruction conference, subject to the provisions below. The working
hours for the Contract shall be established at or prior to the preconstruction conference.
All working hours and days are also subject to local permit and ordinance conditions (such as
noise ordinances).
If the Contractor wishes to deviate from the established working hours, the Contractor shall
submit a written request to the Engineer for consideration. This request shall state what
hours are being requested, and why. Requests shall be submitted for review no later than 5
days prior to the day(s)the Contractor is requesting to change the hours.
If the Contracting Agency approves such a deviation, such approval may be subject to
certain other conditions, which will be detailed in writing. For example:
1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting
Agency for the costs in excess of straight-time costs for Contracting Agency
representatives who worked during such times. (The Engineer may require
designated representatives to be present during the work. Representatives who may
be deemed necessary by the Engineer include, but are not limited to: survey crews;
personnel from the Contracting Agency's material testing lab; inspectors; and other
Contracting Agency employees or third party consultants when, in the opinion of the
Engineer, such work necessitates their presence.)
2. Considering the work performed on Saturdays, Sundays, and holidays as working
days with regard to the contract time.
3. Considering multiple work shifts as multiple working days with respect to contract
time even though the multiple shifts occur in a single 24-hour period.
4. If a 4-10 work schedule is requested and approved the non-working day for the week
will be charged as a working day.
5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and
recorded properly on certified payroll
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-36
1-08.1 Subcontracting
(July 23, 2015 APWA GSP)
Delete the eighth paragraph and replace it with the following:
On all projects funded with federal assistance the Contractor shall submit "Quarterly Report
of Amounts Credited as DBE Participation" (form 422-102 EF) on a quarterly basis, in which
DBE Work is accomplished, for every quarter in which the Contract is active or upon
completion of the project, as appropriate. The quarterly reports are due on the 20th of April,
July, October, and January for the four respective quarters.
1-08.3(2)A Type A Progress Schedule
(March 13, 2012 APWA GSP)
Revise this section to read:
The Contractor shall submit 3 copies of a Type A Progress Schedule no later than at the
preconstruction conference, or some other mutually agreed upon submittal time. The
schedule may be a critical path method (CPM)schedule, bar chart, or other standard schedule
format. Regardless of which format used, the schedule shall identify the critical path. The
Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for
corrections within 15 calendar days of receiving the submittal.
1-08.4 Prosecution of Work
Delete this section and replace it with the following:
1-08.4 Notice to Proceed and Prosecution of Work
(July 23, 2015 APWA GSP)
Notice to Proceed will be given after the contract has been executed and the contract bond
and evidence of insurance have been approved and filed by the Contracting Agency. The
Contractor shall not commence with the work until the Notice to Proceed has been given by
the Engineer. The Contractor shall commence construction activities on the project site
within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The
Contractor shall diligently pursue the work to the physical completion date within the time
specified in the contract. Voluntary shutdown or slowing of operations by the Contractor
shall not relieve the Contractor of the responsibility to complete the work within the time(s)
specified in the contract.
When shown in the Plans, the first order of work shall be the installation of high visibility
fencing to delineate all areas for protection or restoration, as described in the Contract.
Installation of high visibility fencing adjacent to the roadway shall occur after the placement
of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon
construction of the fencing, the Contractor shall request the Engineer to inspect the fence.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-37
No other work shall be performed on the site until the Contracting Agency has accepted the
installation of high visibility fencing, as described in the Contract.
1-08.5 Time for Completion
(March 13, 1995 WSDOT GSP, Option 7)
Section 1-08.5 is supplemented with the following:
This project shall be physically completed within 25 working days.
1-08.9 Liquidated Damages
(August 14, 2013 APWA GSP)
Revise the fourth paragraph to read:
When the Contract Work has progressed to Substantial Completion as defined in the Contract,
the Engineer may determine that the work is Substantially Complete. The Engineer will notify
the Contractor in writing of the Substantial Completion Date. For overruns in Contract time
occurring after the date so established, the formula for liquidated damages shown above will
not apply. For overruns in Contract time occurring after the Substantial Completion Date,
liquidated damages shall be assessed on the basis of direct engineering and related costs
assignable to the project until the actual Physical Completion Date of all the Contract Work.
The Contractor shall complete the remaining Work as promptly as possible. Upon request by
the Project Engineer, the Contractor shall furnish a written schedule for completing the
physical Work on the Contract.
1-09 MEASUREMENT AND PAYMENT
1-09.6 Force Account
(October 10, 2008 APWA GSP)
Supplement this section with the following:
The Contracting Agency has estimated and included in the Proposal, dollar amounts for all
items to be paid per force account, only to provide a common proposal for Bidders. All such
dollar amounts are to become a part of Contractor's total bid. However, the Contracting
Agency does not warrant expressly or by implication that the actual amount of work will
correspond with those estimates. Payment will be made on the basis of the amount of work
actually authorized by Engineer.
1-09.9 Payments
(March 13, 2012 APWA GSP)
Delete the first four paragraphs and replace them with the following:
The basis of payment will be the actual quantities of Work performed according to the
Contract and as specified for payment.
Austin Drive Pavemenf Preservation
STPUS-6639(001)
SP-38
The Contractor shall submit a breakdown of the cost of lump sum bid items at the
Preconstruction Conference, to enable the Project Engineer to determine the Work
performed on a monthly basis. A breakdown is not required for lump sum items that include
a basis for incremental payments as part of the respective Specification. Absent a lump
sum breakdown, the Project Engineer will make a determination based on information
available. The Project Engineer's determination of the cost of work shall be final.
Progress payments for completed work and material on hand will be based upon progress
estimates prepared by the Engineer. A progress estimate cutoff date will be established at
the preconstruction conference.
. - . The-initial progress estimate will be made not later than 30 days after the Contractor
commences the work, and successive progress estimates will be made every month
thereafter until the Completion Date. Progress estimates made during progress of the work
are tentative, and made only for the purpose of determining progress payments. The
progress estimates are subject to change at any time prior to the calculation of the final
payment.
The value of the progress estimate will be the sum of the following:
1. Unit Price Items in the Bid Form —the approximate quantity of acceptable units of
work completed multiplied by the unit price.
2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum
breakdown for that item, or absent such a breakdown, based on the Engineer's
determination.
3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or
other storage area approved by the Engineer.
4. Change Orders—entitlement for approved extra cost or completed extra work as
determined by the Engineer.
Progress payments will be made in accordance with the progress estimate less:
1. Retainage per Section 1-09.9(1), on non FHWA-funded projects;
2. The amount of progress payments previously made; and
3. Funds withheld by the Contracting Agency for disbursement in accordance with the
Contract Documents.
Progress payments for work performed shall not be evidence of acceptable performance or
an admission by the Contracting Agency that any work has been satisfactorily completed.
The determination of payments under the contract will be final in accordance with Section
1-05.1.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
1-10.2(1) General
(December 1, 2008 WSDOT GSP)
Section 1-10.2(1) is supplemented with the following:
Austin Drive Pavement Preservation
STPUS-6639(001 J
SP-39
Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the
State of Washington. The Traffic Control Supervisor shall be certified by one of the following:
The Northwest Laborers-Employers Training Trust
27055 Ohio Ave.
Kingston, WA 98346
(360) 297-3035
Evergreen Safety Council
401 Pontius Ave. N.
Seattle, WA 98109
1-800-521-0778 or (206) 382-4090
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, Virginia 22406-1022
Training Dept. Toll Free (877) 642-4637
Phone: (540) 368-1701
1-10.2(2) Traffic Control Plans
Supplement this section with the following:
Development of Temporary Traffic Control Plan
Development of a Temporary Traffic Control Plan shall be the responsibility of the Contractor.
Costs for the Temporary Traffic Control Plan shall be included in the lump sum costs for
"Project Temporary Traffic Control". Applicable WSDOT Standard Plans are acceptable for
the Contractors use in developing this Plan. The Contractor shall submit his Temporary Traffic
Control Plan for the Engineer's review five working days prior to the Preconstruction Meeting.
The Engineer shall review the Plan and at the Preconstruction Meeting give written approval
or discuss the revisions required. Subsequent reviews or revisions, if required, shall be
accomplished by the Engineer within 5 working days after submittal. No work shall be
undertaken until the Contractor has written approval of the Temporary Traffic Control Plan.
1-10.4 Measurement
1-10.4(1) Lump Sum Bid for Project (No Unit Items)
(August 2, 2004 WSDOT GSP)
Supplement this section with the following:
The proposal contains the item"Project Temporary Traffic Control," lump sum. The provisions
of Section 1-10.4(1) shall apply.
• END OF DIVISION 1
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-40 '
This Page Intentionally Left Blank
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-41
DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS
5-04 HOT MIX ASPHALT
5-04.4 Measurement
This section is supplemented with the following:
"HMA for Pavement Repair CI 22 PG 64-22", Per Square Yard
5-04.5 Payment
This section is supplemented with the following:
"HMA for Pavement Repair CI 22 PG 64-22", Per Square Yard
The unit contract price for "HMA for Pavement Repair CL 22 PG 64-22" shall be considered full
payment for all labor, equipment and materials required to repair the areas shown on the plans
and shall include the removal and excavation of existing asphalt concrete and associated
subgrade material. No separate measurement will be made for saw cutting, grinding, excavation
of material, haul, disposal, placing and compacting crushed surfacing and shall be considered
incidental to the bid item "HMA for Pavement Repair CL 22 PG 64-22"
DIVISION 7
DRAINAGE STRUCTURES, STORN� SEWERS, SANITARY SEWERS, WATER
MAINS, AIVD CONDUITS
7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
7-05.4 Measurement �
This section is supplemented with the following:
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-42
Replace Catch Basin Frame and Grate will be measured per each.
7-05.5 Payment
This section is supplemented with the following:
"Replace Catch Basin Frame and Grate", per each.
Payment for "Replace Catch Basin Frame and Grate" shall include all costs for sawcutting,
excavation, haul, and pavement repair.
7-12 VALVES FOR WATER MAINS
7-12.1 Description
This section is supplemented with the following:
The Work shall include providing new cast iron valve boxes and lids and adjusting valve boxes
to final grade in accordance with the Plans. Adjustment shall be accomplished per the
requirements of 7-05.3(1)Adjusting Manholes and Catch Basins to Grade.
7-12.4 Measurement
This section is supplemented with the following:
Adjust Valve will be measured per each.
7-12.5 Payment
This section is supplemented with the following:
"Adjust Valve", per each.
Payment for"Adjust Valve"will include all costs for the valve boxes and lids and adjustment.
END OF DIVISION 7
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-43
This Page Intentionally Left Blank �
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-44
DIVISION 8
MISCELLANEOUS CONSTRUCTION
DIVISION 8
MISCELLANEOUS CONSTRUCTION
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
8-01.1 Description
Supplement this section with the following:
This work shall include preparing and implementing a Temporary Erosion and Sediment
Control (TESC) Plan by the Contractor for this contract and providing a certified Erosion and
Sediment Control (ESC) Lead to implement the TESC Plan.
8-01.3 Construction Requirements
8-01.3(1) General
8-01.3(1)A Submittals
Section 8-01.3(1)A is supplemented with the following:
The Contractor shall prepare and submit for approval a TESC Plan that complies with the
requirements for a "modified" TESC Plan as described in Section 8-01.3(1)A of the Standard
Specifications. The TESC Plan shall be submitted to the Engineer 10 working days prior to
the start of clearing and grubbing.
8-01.4 Measurement
Section 8-01.4 is supplemented with the following:
No unit of ineasurement shall apply to the lump sum price for Temporary Erosion and
Sediment Control.
8-01.5 Payment
Section 8-01.5 is supplemented with the following:
"Temporary Erosion and Sediment Control", lump sum.
The lump sum contract price for "Temporary Erosion and Sediment Control" shall be full pay
for all labor, equipment, material, and overhead costs associated with implementing the TESC
plan, including preparation of the TESC Plan, installing, maintaining, inspecting and repairing
Best Management Practices (BMPs), and providing the ESC Lead.
BMPs include, but are not limited to, silt fences, compost filter socks, interceptor swales, straw
bale barrier/dam, temporary seeding and mulching, plastic covering, and inlet protection.
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-45
8-02 Roadside Restoration
8-02.1 Description
Supplement this section with the following:
This work shall include restoration of all disturbed areas affected by project equal to the pre-
construction condition.
8-02.4 Measurement
This section is supplemented with the following:
No specific unit of ineasurement will be made for the Bid Item "Roadside Restoration" Lump
Sum.
8-02.5 Payment
This section is supplemented with the following:
"Roadside Restoration", Lump Sum
The unit contract price for "Roadside Restoration", Lump Sum shall be full pay for all labor,
equipment and materials necessary for the restoration of the disturbed areas to the pre-
construction condition. No additional payment will be made for mulch, sod, bark mulch, top soil,
plant or tree replacement and irrigation line repair and shall be considered incidental to the bid
item.
8-13.5 Payment
This section is supplemented with the following:
"Adjust MonumenY', per each.
The unit contract price per each for "Adjust MonumenY', shall be full pay for locating,
uncovering, and adjusting monument case and cover to final grade.
8-14 CEMENT CONCRETE SIDEWALKS
8-14.1 Description
This section is supplemented with the following:
This Work shall include installation of 4 inches minimum of Crushed Surfacing beneath
cement concrete curbs and curb ramps.
8-14.4 Measurement
The second and third paragraphs of this section are deleted in their entirety and replaced with the
following: �
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-46
Cement concrete curb ramp type will be measured per EACH of the curb ramp type installed.
No separate measurement will be made for detectable warning surface and shall be considered
incidental to the bid item Cement concrete curb ramp type_.
8-14.5 Payment
This section is supplemented with the following:
"Cement Concrete Curb Ramp Type_", per EACH
The unit contract price per each for "Cement Conc. Curb Ramp Type _", no matter which
type of curb ramp, shall be full pay for all labor, equipment, and materials required for
constructing the curb ramp including all costs for saw cutting, excavation, removing asphalt
pavement, removing existing cement concrete sidewalk, haul, disposal and placing and
compacting 4 inches of crushed surfacing.
8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems
and Electrical
8-20.2 Materials
This section is supplemented with the following:
Illumination system luminaires shall consist of the following: Maximum 15'foot pole with aluminum
bases, single arms, and fixture(s) Long Beach Blue in color.
8-22 PAVEMENT MARKING
8-22.1 Description
This section is supplemented with the following:
The Work shall include removing existing pavement markings and installing new markings in
accordance with the Plans.
8-22.4 Measurement
This section is supplemented with the following:
Pavement Marking will be measured per�mp-surz�:-- lin��tl li�ol. (���'•'�dd�nd���t�TM��
8-22.5 Payment
This section is supplemented with the following:
"Pavement Marking", per It�tp sa� �incal li�ot.(Pcr i�ddcndwn�>>
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-47
The lump sum contract price for "Pavement Markings" shall include all costs for removal of
existing pavement markings and installation of raised pavement markers (RPMs), plastic
lines, plastic arrows, and paint lines, complete.
8-26 HOT MIX ASPHALT SPEED TABLE (NEW SECTION)
8-26.1 Description
This work shall include the installation of a speed table constructed of hot mix asphalt to the
dimensions provided and in the location shown in the project plans. �
8-26.2 Materials
Material shall meet the requirements of the following sections
Materials shall meet the requirements of the following sections:
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
Warm Mix Asphalt Additive 9-02.5
Aggregates 9-03.8
Recycled Asphalt Pavement 9-03.8(3) B
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
8-26.3 Construction Requirements ,
HMA PG 64-22 used in the construction of the speed table shall be installed in accordance with
section 5-04 of the Standard Specifications.
8-22.4 Measurement
HMA speed table will be measured per lump sum.
8-22.5 Payment
"HMA Speed Table Complete", lump sum.
The lump sum contract price for "HMA Speed Table Compfete" shall include all costs for
removal of existing pavement, pavement markings, installation of design pavement markings
and signage shown in the plans and installation of the HMA Speed table in the location shown
on the plans. .
END OF DIVISION 8
Austin Drive Pavement Preservation
STPUS-6639(001)
SP-48
REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS
FHWA-1273 -- Revised May 1, 2012
I. General
II. Nondiscrimination
III. Nonsegregated Facilities
IV. Davis-Bacon and Related Act Provisions
V. Contract Work Hours and Safety Standards Act Provisions
VI. Subletting.or Assigning the Contract
VII. Safety: Accident Prevention
VIII. False Statements Concerning Highway Projects
IX. Implementation of Clean Air Act and Federal Water Pollution Control Act
X. Compliance with Governmenfinride Suspension and Debarment Requirements
XI. Certification Regarding Use of Contract Funds for Lobbying
ATTACHMENTS
A. Employment and Materials Preference for Appalachian Development Highway System or
Appalachian Local Access Road Contracts (included in Appalachian contracts only)
I. GENERAL
1. Form FHWA-1273 must be physically incorporated in each construction contract funded
under Title 23 (excluding emergency contracts solely intended for debris removal). The
contractor(or subcontractor) must insert this form in each subcontract and further require its
inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other
agreements for supplies or services).
The applicable requirements of Form FHWA-1273 are incorporated by reference for work done
under any purchase order, rental agreement or agreement for other services. The prime
contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or
service provider.
Form FHWA-1273 must be included in all Federal-aid design-build contracts, in all subcontracts
and in lower tier subcontracts (excluding subcontracts for design services, purchase orders,
rental agreements and other agreements for supplies or services). The design-builder shall be
responsible for compliance by any subcontractor, lower-tier subcontractor or service provider.
Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal
documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in
all contracts, subcontracts and lower-tier subcontracts (excluding purchase orders, rental
agreements and other agreements for supplies or services related to a construction contract).
2. Subject to the applicability criteria noted in the following sections, these contract provisions
shall apply to all work performed on the contract by the contractor's own organization and with
1
the assistance of workers under the contractor's immediate superintendence and to all work
performed on the contract by piecework, station work, or by subcontract.
3. A breach of any of the stipulations contained in these Required Contract Provisions may be
sufficient grounds for withhotding of progress payments, withholding of final payment,
termination of the contract, suspension /debarment or any other action determined to be
appropriate by the contracting agency and FHWA.
4. Selection of Labor: During the performance of this contract, the contractor shall not use
convict labor for any purpose within the limits of a construction project on a Federal-aid highway
unless it is labor performed by convicts who are on parole, supervised release, or probation.
The term Federal-aid highway does not include roadways functionally classified as local roads
or rural minor collectors.
II. NONDISCRIMINATION
The provisions of this section related to 23 CFR Part 230 are applicable to all Federal-aid
construction contracts and to all related construction subcontracts of$10,000 or more. The
provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or
architectural service contracts.
In addition, the contractor and all subcontractors must comply with the following policies:
Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the
Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as
amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts
200, 230, and 633.
The contractor and all subcontractors must comply with: the requirements of the Equal
Opportunity Clause in 41 CFR 60-1.4(b) and, for all construction contracts exceeding $10,000,
the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41
CFR 60-4.3.
Note: The U.S. Department of Labor has exclusive authority to determine compliance with
Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29
CFR 1625-1627. The contracting agency and the FHWA have the authority and the
responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of
1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and
related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633.
The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to
conform to the U.S. Department of Labor (US DOL) and FHWA requirements.
1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to
discriminate and to take affirmative action to assure equal opportunity as set forth under laws,
executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60
and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed
herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative
action standards for the contractor's project activities under this contract. The provisions of the
Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35
and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this
2
contract, the contractor agrees to comply with the following minimum specific requirement
activities of EEO:
a. The contractor will work with the contracting agency and the Federai Government to ensure
that it has made every good faith effort to provide equal opportunity with respect to all of its
terms and conditions of employment and in their review of activities under the contract.
b. The contractor will accept as its operating policy the following statement:
"It is the policy of this Company to assure that applicants are employed, and that employees
are treated during employment, without regard to their race, religion, sex, color, national origin,
age or disability. Such action shall include: employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of
compensation; and selection for training, including apprenticeship, pre-apprenticeship, and/or
on-the Job training."
2. EEO Officer: The contractor will designate and make known to the contracting officers an
EEO Officer who will have the responsibility for and must be capable of effectively administering
and promoting an active EEO program and who must be assigned adequate authority and
responsibility to do so.
3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire,
supervise, promote, and discharge employees, or who recommend such action, or who are
substantially involved in such action, will be made fully cognizant of, and will implement, the
contractor's EEO policy and contractual responsibilities to provide EEO in each grade and
classification of employment. To ensure that the above agreement will be met, the following
actions will be taken as a minimum:
a. Periodic meetings of supervisory and personnel o�ce employees will be conducted before
the start of work and then not less often than once every six months, at which time the
contractor's EEO policy and its implementation will be reviewed and explained. The meetings
will be conducted by the EEO Officer.
b. All new supervisory or personnel office employees wil� be given a thorough indoctrination
by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty
days following their reporting for duty with the contractor.
c. All personnel who are engaged in direct recruitment for the project will be instructed by the
EEO Officer in the contractor's procedures for locating and hiring minorities and women.
d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily
accessible to employees, applicants for employment and potential employees.
e. The contractor's EEO policy and the procedures to implement such policy will be brought to
the attention of employees by means of ineetings, employee handbooks, or other appropriate
means.
4. Recruitment: When advertising for employees, the contractor will include in all
advertisements for employees the notation: "An Equal Opportunity Employer." All such
advertisements will be placed in publications having a large circulation among minorities and
women in the area from which the project work force would normally be derived.
3
a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic
and direct recruitment through public and private employee referral sources likely to yield
qualified minorities and women. To meet this requirement, the contractor will identify sources of
potential minority group employees, and establish with such identified sources procedures
whereby minority and women applicants may be referred to the contractor for employment
consideration.
b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring
hall referrals, the contractor is expected to observe the provisions of that agreement to the
extent that the system meets the contractor's compliance with EEO contract provisions. Where
implementation of such an agreement has the effect of discriminating against minorities or
women, or obligates the contractor to do the same, such implementation violates Federal
nondiscrimination provisions.
c. The contractor will encourage its present employees to refer minorities and women as
applicants for employment. Information and procedures with regard to referring such applicants
will be discussed with employees.
5. Personnel Actions: Wages, working conditions, and employee benefits shall be established
and administered, and personnel actions of every type, including hiring, upgrading, promotion,
transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion,
sex, national origin, age or disability. The following procedures shall be followed:
a. The contractor will conduct periodic inspections of project sites to insure that working
conditions and employee facilities do not indicate discriminatory treatment of project site
personnel.
b. The contractor will periodically evaluate the spread of wages paid within each classification
to determine any evidence of discriminatory wage practices.
c. The contractor will periodically review selected personnel actions in depth to determine
whether there is evidence of discrimination. Where evidence is found, the contractor will
promptly take corrective action. If the review indicates that the discrimination may extend
beyond the actions reviewed, such corrective action shall include all affected persons.
d. The contractor will promptly investigate all complaints of alleged discrimination made to the
contractor in connection with its obligations under this contract, will attempt to resolve such
complaints, and will take appropriate corrective action within a reasonable time. If the
investigation indicates that the discrimination may affect persons other than the complainant,
such corrective action shall include such other persons. Upon completion of each investigation,
the contractor will inform every complainant of all of their avenues of appeal.
6. Training and Promotion:
a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and
women who are applicants for employment or current employees. Such efforts should be aimed
at developing full journey level status employees in the type of trade or job classification
involved.
4
b. Consistent with the contractor's work force requirements and as permissible under Federa!
and State regulations, the contractor shall make full use of training programs, i.e.,
apprenticeship, and on-the-job training programs for the geographical area of contract
performance. In the event a special provision for training is provided under this contract, this
subparagraph will be superseded as indicated in the special provision. The contracting agency
may reserve training positions for persons who receive welfare assistance in accordance with
23 U.S.C. 140(a).
c. The contractor will advise employees and applicants for employment of available training
programs and entrance requirements for each.
d. The contractor will periodically review the training and promotion potential of employees
. who are minorities and women and will encourage eligible employees to apply for such training
and promotion.
7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the
contractor will use good faith efforts to obtain the cooperation of such unions to increase
opportunities for minorities and women. Actions by the contractor, either directly or through a
contractor's association acting as agent, will include the procedures set forth below:
a. The contractor will use good faith efforts to develop, in cooperation with the unions,joint
training programs aimed toward qualifying more minorities and women for membership in the
unions and increasing the skills of minorities and women so that they may qualify for higher
paying employment.
b. The contractor will use good faith efforts to incorporate an EEO clause into each union
agreement to the end that such union will be contractually bound to refer applicants without
regard to their race, color, religion, sex, national origin, age or disability.
c. The contractor is to obtain information as to the referral practices and policies of the labor
union except that to the extent such information is within the exclusive possession of the labor
union and such labor union refuses to furnish such information to the contractor, the contractor
shall so certify to the contracting agency and shall set forth what efforts have been made to
obtain such information.
d. In the event the union is unable to provide the contractor with a reasonable flow of referrals
within the time limit set forth in the collective bargaining agreement, the contractor will, through
independent recruitment efforts, fill the employment vacancies without regard to race, color,
religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or
qualifiable minorities and women. The failure of a union to provide sufficient referrals (even
though it is obligated to provide exclusive referrals under the terms of a collective bargaining
agreement) does not relieve the contractor from the requirements of this paragraph. In the
event the union referral practice prevents the contractor from meeting the obligations pursuant
to Executive Order 11246, as amended, and these special provisions, such contractor shall
immediately notify the contracting agency.
8. Reasonable Accommodation for Applicants I Employees with Disabilities: The
contractor must be familiar with the requirements for and comply with the Americans with
Disabilities Act and all rules and regulations established there under. Employers must provide
reasonable accommodation in all employment activities unless to do so would cause an undue
hardship.
5
9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The
contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age
or disability in the selection and retention of subcontractors, including procurement of materials
and leases of equipment. The contractor shall take all necessary and reasonable steps to
ensure nondiscrimination in the administration of this contract.
a. The contractor shall notify all potential subcontractors and suppliers and lessors of their
EEO obligations under this contract. �
b. The contractor will use good faith efforts to ensure subcontractor compliance with their
EEO obfigations.
10. Assurance Required by 49 CFR 26.'�3(b):
a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT-approved DBE
program are incorporated by reference.
b. The contractor or subcontractor shall not discriminate on the basis of race, color, national
origin, or sex in the performance of this contract. The contractor shall carry out applicable
requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts.
Failure by the contractor to carry out these requirements is a material breach of this contract,
which may result in the termination of this contract or such other remedy as the contracting
agency deems appropriate.
11. Records and Reports: The contractor shall keep such records as necessary to document
compliance with the EEO requirements. Such records shall be retained for a period of three
years following the date of the final payment to the contractor for all contract work and shall be
available at reasonable times and places for inspection by authorized representatives of the
contracting agency and the FHWA.
a. The records kept by the contractor shall document the following:
(1) The number and work hours of minority and non-minority group members and women
employed in each work classification on the project;
(2) The progress and efforts being made in cooperation with unions, when applicable, to
increase employment opportunities for minorities and women; and
(3) The progress and efforts being made in locating, hiring, training, qualifying, and
upgrading minorities and women;
b. The contractors and subcontractors will submit an annual report to the contracting agency
each July for the duration of the project, indicating the number of minority, women, and non-
minority group employees currently engaged in each work classification required by the contract
work. This information is to be reported on Form FHWA-1391. The staffing data should
represent the project work force on board in all or any part of the last payroll period preceding
the end of July. If on-the job training is being required by special provision, the contractor will
be required to collect and report training data. The employment data should reflect the work
force on board during all or any part of the last payroll period preceding the end of July.
s
�r:.;••r�..
III. NONSEGREGATED FACILITIES
This provision is applicable to all Federal-aid construction contracts and to all related
construction subcontracts of$10,000 or more.
The contractor must ensure that facilities provided for employees are provided in such a manner
that segregation on the basis of race, color, religion, sex, or national origin cannot result. The
contractor may neither require such segregated use by written or oral policies nor tolerate such
use by employee custom. The contractor's obligation extends further to ensure fhat its
employees are not assigned to perform their services at any location, under the contractor's
control, where the facilities are segregated. The term "facilities" includes waiting rooms, work
areas, restaurants and other eating areas, time clocks, resfrooms, washrooms, locker rooms,
and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment
areas, transportation, and housing provided for employees. The contractor shall provide
separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy
between sexes.
IV. DAVIS-BACON AND RELATED ACT PROVISIONS
This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all
related subcontracts and lower-tier subcontracts (regardless of subcontract size). The
requirements apply to all projects located within the right-of-way of a roadway that is functionally
classified as Federal-aid highway. This excludes roadways functionally classified as local roads
or rural minor collectors, which are exempt. Contracting agencies may elect to apply these
requirements to other projects.
The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5
"Contract provisions and related matters"with minor revisions to conform to the FHWA-1273
format and FHWA program requirements.
1. Minimum wages
a. All laborers and mechanics employed or working upon the site of the work, will be paid
unconditionally and not less often than once a week, and without subsequent deduction or
rebate on any account (except such payroll deductions as are permitted by regulations issued
by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages
and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at
rates not less than those contained in the wage determination of the Secretary of Labor which is
attached hereto and made a part hereof, regardless of any contractual relationship which may
be alleged to exist between the contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide fringe benefits under section
1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to
such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section; also,
regular contributions made or costs incurred for more than a weekly period (but not less often
than quarterly) under plans, funds, or programs which cover the particular weekly period, are
deemed to be constructively made or incurred during such weekly period. Such laborers and
�
mechanics shall be paid the appropriate wage rate and fringe benefits on the wage
determination for the classification of work actually performed, without regard to skill, except as
provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one
classification may be compensated at the rate specified for each classification for the time
actually worked therein: Provided, That the employer's payroll records accurately set forth the
time spent in each classification in which work is performed. The wage determination (including
any additional classification and wage rates conformed under paragraph 1.b. of this section) and
the Davis-Bacon poster(WH-1321) shall be posted at all times by the contractor and its
subcontractors at the site of the work in a prominent and accessible place where it can be easily
seen by the workers.
b. (1) The contracting officer shall require that any class of laborers or mechanics, including
helpers, which is not listed in the wage determination and which is to be employed under the
contract shall be classified in conformance with the wage determination. The contracting officer
shall approve an additional classification and wage rate and fringe benefits therefore only when
the following criteria have been met: �
(i)The work to be performed by the classification requested is not performed by a
classification in the wage determination; and
(ii)The classification is utilized in the area by the construction industry; and
(iii)The proposed wage rate, including any bona fide fringe benefits, bears a reasonable
relationship to the wage rates contained in the wage determination.
(2) If the contractor and the laborers and mechanics to be employed in the classification (if
known), or their representatives, and the contracting officer agree on the classification and
wage rate (including the amount designated for fringe benefits where appropriate), a report of
the action taken shall be sent by the contracting officer to the Administrator of the Wage and
Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington,
DC 20210. The Administrator, or an authorized representative, will approve, modify, or
disapprove every additional classification action within 30 days of receipt and so advise the
contracting officer or will notify the contracting officer within the 30-day period that additional
time is necessary.
(3) In the event the contractor, the laborers or mechanics to be employed in the classification
or their representatives, and the contracting officer do not agree on the proposed classification
and wage rate (including the amount designated for fringe benefits, where appropriate), the
contracting officer shall refer the questions, including the views of all interested parties and the
recommendation of the contracting officer, to the Wage and Hour Administrator for
determination. The Wage and Hour Administrator, or an authorized representative, will issue a
determination within 30 days of receipt and so advise the contracting officer or will notify the
contracting officer within the 30-day period that additional time is necessary.
(4) The wage rate (including fringe benefits where appropriate) determined pursuant to
paragraphs 1.b.(2)or 1.b.(3)of this section, shall be paid to all workers performing work in the
classification under this contract from the first day on which work is performed in the
classification.
a
c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or
mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor
shall either pay the benefit as stated in the wage determination or shall pay another bona fide
fringe benefit or an hourly cash equivalent thereof.
d. If the contractor does not make payments to a trustee or other third person, the contractor
may consider as part of the wages of any laborer or mechanic the amount of any costs
reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided,
That the Secretary of Labor has found, upon the written request of the contractor, that the
applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may
require the contractor to set aside in a separate account assets for the meeting of obligations
under the plan or program.
2. Withholding
The contracting agency shall upon its own action or upon written request of an authorized
representative of the Department of Labor, withhold or cause to be withheld from the contractor
under this contract, or any other Federal contract with the same prime contractor, or any other
federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held
• by the same prime contractor, so much of the accrued payments or advances as may be
considered necessary to pay laborers and mechanics, including apprentices, trainees, and
helpers, employed by the contractor or any subcontractor the full amount of wages required by
the contract. In the event of failure to pay any laborer or mechanic, including any apprentice,
trainee, or helper, employed or working on the site of the work, all or part of the wages required
by the contract, the contracting agency may, after written notice to the contractor, take such
action as may be necessary to cause the suspension of any further payment, advance, or
guarantee of funds until such violations have ceased.
3. Payrolls and basic records
a. Payrolls and basic records relating thereto shall be maintained by the contractor during the
course of the work and preserved for a period of three years thereafter for all laborers and
mechanics working at the site of the work. Such records shall contain the name, address, and
social security number of each such worker, his or her correct classification, hourly rates of
wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or
cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-Bacon Act),
daily and weekly number of hours worked, deductions made and actual wages paid. Whenever
the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or
mechanic include the amount of any costs reasonably anticipated in providing benefits under a
plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall
maintain records which show that the commitment to provide such benefits is enforceable, that
the plan or program is financially responsible, and that the plan or program has been
communicated in writing to the laborers or mechanics affected, and records which show the
costs anticipated or the actual cost incurred in providing such benefits. Contractors employing
apprentices or trainees under approved programs shall maintain written evidence of the
registration of apprenticeship programs and certification of trainee programs, the registration of
the apprentices and trainees, and the ratios and wage rates prescribed in the applicable
programs.
9
b. (1)The contractor shall submit weekly for each week in which any contract work is
performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out
accurately and completely all of the information required to be maintained under 29 CFR
5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included
on weekly transmittals. Instead the payrolls shall only need to include an individually identifying
number for each employee ( e.g. , the last four digits of the employee's social security number).
The required weekly payroll information may be submitted in any form desired. Optional Form
WH-347 is available for this purpose from the Wage and Hour Division Web site at
http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is
responsible for the submission of copies of payrolls by all subcontractors. Contractors and
subcontractors shafl maintain the full social security number and current address of each
covered worker, and shafl provide them upon request to the contracting agency for transmission
to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for
purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a
violation of this section for a prime contractor to require a subcontractor to provide addresses
and social security numbers to the prime contractor for its own records, without weekly
submission to the contracting agency..
(2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the
contractor or subcontractor or his or her agent who pays or supervises the payment of the
persons employed under the contract and shall certify the following:
(i)That the payroll for the payroll period contains the information reguired to be provided
under§5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being
maintained under§5.5 (a)(3)(i)of Regulations, 29 CFR part 5, and that such information is
correct and complete;
(ii)That each laborer or mechanic (including each helper, apprentice, and trainee)
employed on the contract during the payroll period has been paid the full weekly wages
earned, without rebate, either directly or indirectly, and that no deductions have been made
either directly or indirectly from the full wages earned, other than permissible deductions as
set forth in Regulations, 29 CFR part 3;
(iii)That each laborer or mechanic has been paid not less than the applicable wage rates
and fringe benefits or cash equivalents for the classification of work performed, as specified
in the applicable wage determination incorporated into the contract.
(3)The weekly submission of a properly executed certification set forth on the reverse side of
Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of
Compliance" required by paragraph 3.b.(2) of this section.
(4)The falsification of any of the above certifications may subject the contractor or
subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of
title 31 of the United States Code.
c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this
section available for inspection, copying, or transcription by authorized representatives of the
contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit
such representatives to interview employees during working hours on the job. If the contractor
or subcontractor fails to submit the required records or to make them available, the FHWA may,
10
after written notice to the contractor, the contracting agency or the State DOT, take such action
as may be necessary to cause the suspension of any further payment, advance, or guarantee of
funds. Furthermore, failure to submit the required records upon request or to make such records
available may be grounds for debarment action pursuant to 29 CFR 5.12.
4. Apprentices and trainees
a. Apprentices (programs of the USDOL).
Apprentices will be permitted to work at less than the predetermined rate for the work they
performed when they are employed pursuant to and individually registered in a bona fide
apprenticeship program registered with the U.S. Department of Labor, Employment and
Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with
a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her
first 90 days of probationary employment as an apprentice in such an apprenticeship program,
who is not individually registered in the program, but who has been certified by the Office of
Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency
(where appropriate)to be eligible for probationary employment as an apprentice.
The allowable ratio of apprentices to journeymen on the job site in any craft classification shall
not be greater than the ratio permitted to the contractor as to the entire work force under the
registered program. Any worker listed on a payroll at an apprentice wage rate, who is not
registered or otherwise employed as stated above, shall be paid not less than the applicable
wage rate on the wage determination for the classification of work actually performed. In
addition, any apprentice performing work on the job site in excess of the ratio permitted under
the registered program shall be paid not less than the applicable wage rate on the wage
determination for the work actually performed. Where a contractor is performing construction on
a project in a locality other than that in which its program is registered, the ratios and wage rates
(expressed in percentages of the journeyman's hourly rate) specified in the contractor's or
subcontractor's registered program shall be observed.
Every apprentice must be paid at not less than the rate specified in the registered program for
the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate
specified in the applicable wage determination. Apprentices shall be paid fringe benefits in
accordance with the provisions of the apprenticeship program. If the apprenticeship program
does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits
listed on the wage determination for the applicable classification. If the Administrator determines
that a different practice prevails for the applicable apprentice classification, fringes shall be paid
in accordance with that determination.
In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State
Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship
program, the contractor will no longer be permitted to utilize apprentices at less than the
applicable predetermined rate for the work perFormed until an acceptable program is approved.
b. Trainees (programs of the USDOL).
Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the
predetermined rate for the work performed unless they are employed pursuant to and
��
individually registered in a program which has received prior approval, evidenced by formal
certification by the U.S. Department of Labor, Employment and Training Administration.
The ratio of trainees to journeymen on the job site shall not be greater than permitted under the
plan approved by the Employment and Training Administration.
Every trainee must be paid at not less than the rate specified in the approved program for the
trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified
in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with
the provisions of the trainee program. If the trainee program does not mention fringe benefits,
trainees shall be paid the full amount of fringe benefits listed on the wage determination unless
the Administrator of the Wage and Hour Division determines that there is an apprenticeship
program associated with the corresponding journeyman wage rate on the wage determination
which provides for less than full fringe benefits for apprentices. Any employee listed on the
payroll at a trainee rate who is not registered and participating in a training plan approved by the
Employment and Training Administration shall be paid not less than the applicable wage rate on
the wage determination for the classification of work actually performed. In addition, any trainee
perForming work on the job site in excess of the ratio permitted under the registered program
shall be paid not less than the applicable wage rate on the wage determination for the work
actually performed.
In the event the Employment and Training Administration withdraws approval of a training
program, the contractor will no longer be permitted to utilize trainees at less than the applicable
predetermined rate for the work performed until an acceptable program is approved.
c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen
under this part shall be in conformity with the equal employment opportunity requirements of
Executive Order 11246, as amended, and 29 CFR part 30.
d. Apprentices and Trainees (programs of the U.S. DOT).
Apprentices and trainees working under apprenticeship and skill training programs which have
been certified by the Secretary of Transportation as promoting EEO in connection with Federal-
aid highway construction programs are not subject to the requirements of paragraph 4 of this
Section IV. The straight time hourly wage rates for apprentices and trainees under such
programs will be established by the particular programs. The ratio of apprentices and trainees to
journeymen shall not be greater than permitted by the terms of the particular program.
5. Compliance with Copeland Act requirements. The contractor shall comply with the
requirements of 29 CFR part 3, which are incorporated by reference in this contract.
6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any
subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier
subcontracts. The prime contractor shall be responsible for the compliance by any
subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5.
7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be
grounds for termination of the contract, and for debarment as a contractor and a subcontractor
as provided in 29 CFR 5.12.
12
... �x-. , ..- . ...� .•Lv,'
8. Compliance with Davis-Bacon and Related Act requirements. All rulings and
interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are
herein incorporated by reference in this contract.
9. Disputes concerning labor standards. Disputes arising out of the labor standards
provisions of this contract shall not be subject to the general disputes clause of this contract.
Such disputes shall be resolved in accordance with the procedures of the Department of Labor
set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes
between the contractor (or any of its subcontractors) and the contracting agency, the U.S.
Department of Labor, or the employees or their representatives.
10. Certification of eligibility.
a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any
person or firm who has an interest in the contractor's firm is a person or firm ineligible to be
awarded Government contracts by virtue of section 3(a)of the Davis-Bacon Act or 29 CFR
5.12(a)(1).
b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a
Government contract by virtue of section 3(a)of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C.
1001.
V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT
The following clauses apply to any Federal-aid construction contract in an amount in excess of
$100,000 and subject to the overtime provisions of the Contract Work Hours and Safety
Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR
5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include
watchmen and guards.
1. Overtime requirements. No contractor or subcontractor contracting for any part of the
contract work which may require or involve the employment of laborers or mechanics shall
require or permit any such laborer or mechanic in any workweek in which he or she is employed
on such work to work in excess of forty hours in such workweek unless such laborer or
mechanic receives compensation at a rate not less than one and one-half times the basic rate of
pay for all hours worked in excess of forty hours in such workweek.
2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of
the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor
responsible therefor shall be liable for the unpaid wages. In addition, such contractor and
subcontractor shall be liable to the United States (in the case of work done under contract for
the District of Columbia or a territory, to such District or to such territory), for liquidated
damages. Such liquidated damages shall be computed with respect to each individual laborer or
mechanic, including watchmen and guards, employed in violation of the clause set forth in
paragraph (1.) of this section, in the sum of$10 for each calendar day on which such individual
13
was required or permitted to work in excess of the standard workweek of forty hours without
payment of the overtime wages required by the clause set forth in paragraph (1.) of this section.
3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting
agency shall upon its own action or upon written request of an authorized representative of the
Department of Labor withhold or cause to be withheld, from any moneys payable on account of
work performed by the contractor or subcontractor under any such contract or any other Federal
contract with the same prime contractor, or any other federally-assisted contract subject to the
Contract Work Hours and Safety Standards Act, which is held by the same prime contractor,
such sums as may be determined to be necessary to satisfy any liabilities of such contractor or
subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in
paragraph (2.) of this section.
4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses
set forth in paragraph (1.) through (4.) of this section and also a clause requiring the
subcontractors to include these clauses in any lower tier subcontracts. The prime contractor
shall be responsible for compliance by any subcontractor or fower tier subcontractor with the
clauses set forth in paragraphs (1.)through (4.) of this section.
VI. SUBLETTING OR ASSIGNING THE CONTRACT
This provision is applicable to all Federal-aid construction contracts on the National Highway
System.
1. The contractor shall perform with its own organization contract work amounting to not less
than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total
original contract price, excluding any specialty items designated by the contracting agency.
Specialty items may be perFormed by subcontract and the amount of any such specialty items
performed may be deducted from the total original contract price before computing the amount
of work required to be performed by the contractor's own organization (23 CFR 635.116).
a. The term "perform work with its own organization" refers to workers employed or leased by
the prime contractor, and equipment owned or rented by the prime contractor, with or without
operators. Such term does not include employees or equipment of a subcontractor or lower tier
subcontractor, agents of the prime contractor, or any other assignees. The term may include
payments for the costs of hiring leased employees from an employee leasing firm meeting all
relevant Federal and State regulatory requirements. Leased employees may only be included
in this term if the prime contractor meets all of the following conditions:
(1)the prime contractor maintains control over the supervision of the day-to-day activities of
the leased employees;
(2)the prime contractor remains responsible for the quality of the work of the leased
employees;
(3)the prime contractor retains all power to accept or exclude individual employees from
work on the project; and
14
� . , �-, r. ... .. !iY,.'..
(4)the prime contractor remains ultimately responsible for the payment of predetermined
minimum wages, the submission of payrolls, statements of compliance and all other Federal
regulatory requirements.
b. "Specialty Items" shall be construed to be limited to work that requires highly specialized
knowledge, abilities, or equipment not ordinarily available in the type of contracting
organizations qualified and expected to bid or propose on the contract as a whole and in
general are to be limited to minor components of the overall contract.
2. The contract amount upon which the requirements set forth in paragraph (1)of Section VI is
computed includes the cost of material and manufactured products which are to be purchased
or produced by the contractor under the contract provisions.
3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by
the firm, has full authority to direct performance of the work in accordance with the contract
requirements, and is in charge of all construction operations (regardless of who performs the
work) and (b) such other of its own organizational resources (supervision, management, and
engineering services) as the contracting officer determines is necessary to assure the
performance of the contract.
4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the
written consent of the contracting officer, or authorized representative, and such consent when
given shall not be construed to relieve the contractor of any responsibility for the fulfillment of
the contract. Written consent will be given only after the contracting agency has assured that
each subcontract is evidenced in writing and that it contains all pertinent provisions and
requirements of the prime contract.
5. The 30% self-performance requirement of paragraph (1) is not applicable to design-build
contracts; however, contracting agencies may establish their own self-performance
requirements.
VII. SAFETY: ACCIDENT PREVENTION
This provision is applicable to all Federal-aid construction contracts and to all related
subcontracts.
1. In the performance of this contract the contractor shall comply with all applicable Federal,
State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall
provide all safeguards, safety devices and protective equipment and take any other needed
actions as it determines, or as the contracting officer may determine, to be reasonably
necessary to protect the life and health of employees on the job and the safety of the public and
to protect property in connection with the performance of the work covered by the contract.
2. It is a condition of this contract, and shall be made a condition of each subcontract, which the
contractor enters into pursuant to this contract, that the contractor and any subcontractor shall
not permit any employee, in performance of the contract, to work in surroundings or under
conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as
determined under construction safety and health standards (29 CFR 1926) promulgated by the
Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety
Standards Act (40 U.S.C. 3704).
15
3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or
authorized representative thereof, shall have right of entry to any site of contract performance to
inspect or investigate the matter of compliance with the construction safety and health
standards and to carry out the duties of the Secretary under Section 107 of the Contract Work
Hours and Safety Standards Act (40 U.S.C.3704).
VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS
This provision is applicable to all Federal-aid construction contracts and to all related
subcontracts.
In order to assure high quality and durable construction in conformity with approved plans and
specifications and a high degree of reliability on statements and representations made by
engineers, contractors, suppliers, and workers on Federal-aid highway projects, it is essential
that all persons concerned with the project perform their functions as carefully, thoroughly, and
honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any
facts related to the project is a violation of Federal law. To prevent any misunderstanding
regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each
Federal-aid highway project (23 CFR 635) in one or more places where it is readily available to
all persons concerned with the project:
18 U.S.C. 1020 reads as follows:
"Whoever, being an officer, agent, or employee of the United States, or of any State or
Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any
false statement, false representation, or false report as to the character, quality, quantity, or cost
of the material used or to be used, or the quantity or quality of the work performed or to be
performed, or the cost thereof in connection with the submission of plans, maps, specifications,
contracts, or costs of construction on any highway or related project submitted for approval to
the Secretary of Transportation; or
Whoever knowingly makes any false statement, false representation, false report or false claim
with respect to the character, quality, quantity, or cost of any work performed or to be
performed, or materials furnished or to be furnished, in connection with the construction of any
highway or related project approved by the Secretary of Transportation; or
Whoever knowingly makes any false statement or false representation as to material fact in
any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads
Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented;
Shall be fined under this title or imprisoned not more than 5 years or both."
IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WA�ER POLLUTION
CONTROL ACT
This provision is applicable to all Federal-aid construction contracts and to all related
subcontracts.
�s
By submission of this bid/proposal or the execution of this contract, or subcontract, as
appropriate, the bidder, proposer, Federal-aid construction contractor, or subcontractor, as
appropriate, will be deemed to have stipulated as follows:
1. That any person who is or will be utilized in the performance of this contract is not prohibited
from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306
of the Clean Air Act.
2. That the contractor agrees to include or cause to be included the requirements of paragraph
(1) of this Section X in every subcontract, and further agrees to take such action as the
contracting agency may direct as a means of enforcing such requirements.
X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND
VOLUNTARY EXCLUSION
This provision is applicable to all Federal-aid construction contracts, design-build contracts,
subcontracts, lower-tier subcontracts, purchase orders, lease agreements, consultant contracts
or any other covered transaction requiring FHWA approval or that is estimated to cost$25,000
or more— as defined in 2 CFR Parts 180 and 1200.
1. Instructions for Certification —First Tier Participants:
a. By signing and submitting this proposal, the prospective first tier participant is providing the
certification set out below.
b. The inability of a person to provide the certification set out below will not necessarily result
in denial of participation in this covered transaction. The prospective first tier participant shall
submit an explanation of why it cannot provide the certification set out below. The certification or
explanation will be considered in connection with the department or agency's determination
whether to enter into this transaction. However, failure of the prospective first tier participant to
furnish a certification or an explanation shall disqualify such a person from participation in this
transaction.
c. The certification in this clause is a material representation of fact upon which reliance was
placed when the contracting agency determined to enter into this transaction. If it is later
determined that the prospective participant knowingly rendered an erroneous certification, in
addition to other remedies available to the Federal Government, the contracting agency may
terminate this transaction for cause of default.
d. The prospective first tier participant shall provide immediate written notice to the
contracting agency to whom this proposal is submitted if any time the prospective first tier
participant learns that its certification was erroneous when submitted or has become erroneous
by reason of changed circumstances.
e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant,"
"person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR
Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction
befinreen a grantee or subgrantee of Federal funds and a participant (such as the prime or
17
general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a
First Tier Covered Transaction (such as subcontracts). "First Tier ParticipanY' refers to the
participant who has entered into a covered transaction with a grantee or subgrantee of Federal
funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant
who has entered into a covered transaction with a First Tier Participant or other Lower Tier
Participants (such as subcontractors and suppliers).
f. The prospective first tier participant agrees by submitting this proposal that, should the
proposed covered transaction be entered into, it shall not knowingly enter into any lower tier
covered transaction with a person who is debarred, suspended, declared ineligible, or
voluntarily excluded from participation in this covered transaction, unless authorized by the
department or agency entering into this transaction.
g. The prospective first tier participant further agrees by submitting this proposal that it will
include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and
Voluntary Exclusion-Lower Tier Covered Transactions," provided by the department or
contracting agency, entering into this covered transaction, without modification, in all lower tier
covered transactions and in all solicitations for lower tier covered transactions exceeding the
$25,000 threshold.
h. A participant in a covered transaction may rely upon a certification of a prospective
participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or
voluntarily excluded from the covered transaction, unless it knows that the certification is
erroneous. A participant is responsible for ensuring that its principals are not suspended,
debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of
its principals, as well as the eligibility of any lower tier prospective participants, each participant
may, but is not required to, check the Excluded Parties List System website
(https://www.epls.gov/), which is compiled by the General Services Administration.
i. Nothing contained in the foregoing shall be construed to require the establishment of a
system of records in order to render in good faith the certification required by this clause. The
knowledge and information of the prospective participant is not required to exceed that which is
normally possessed by a prudent person in the ordinary course of business dealings.
j. Except for transactions authorized under paragraph (f)of these instructions, if a participant
in a covered transaction knowingly enters into a lower tier covered transaction with a person
who is suspended, debarred, ineligible, or voluntarily excluded from participation in this
transaction, in addition to other remedies available to the Federal Government, the department
or agency may terminate this transaction for cause or default.
* * * * *
2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion
—First Tier Participants:
a. The prospective first tier participant certifies to the best of its knowledge and belief, that it
and its principals:
(1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or
votuntarily excluded from participating in covered transactions by any Federal department or
agency;
�a
(2) Have not within a three-year period preceding this proposal 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 under a public transaction; violation of Federal or State antitrust statutes or
commission of embezzlement, theft, forgery, bribery, falsification or destruction of records,
making false statements, or receiving stolen property;
(3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental
entity (Federal, State or local)with commission of any of the offenses enumerated in paragraph
(a)(2) of this certification; and
(4) Have not within a three-year period preceding this application/proposal had one or more
public transactions (Federal, State or local)terminated for cause or default.
b. Where the prospective participant is unable to certify to any of the statements in this
certification, such prospective participant shall attach an explanation to this proposal.
2. Instructions for Certification - Lower Tier Participants:
(Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior
FHWA approval or estimated to cost$25,000 or more - 2 CFR Parts 180 and 1200)
a. By signing and submitting this proposal, the prospective lower tier is providing the
certification set out below.
b. The certification in this clause is a material representation of fact upon which reliance was
placed when this transaction was entered into. If it is later determined that the prospective lower
tier participant knowingly rendered an erroneous certification, in addition to other remedies
available to the Federal Government, the department, or agency with which this transaction
originated may pursue available remedies, including suspension and/or debarment.
c. The prospective lower tier participant shall provide immediate written notice to the person
to which this proposal is submitted if at any time the prospective lower tier participant learns that
its certification was erroneous by reason of changed circumstances.
d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant,"
"person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR
Parts 180 and 1200. You may contact the person to which this proposal is submitted for
assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to
any covered transaction between a grantee or subgrantee of Federal funds and a participant
(such as the prime or general contract). "Lower Tier Covered Transactions" refers to any
covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier
Participant" refers to the participant who has entered into a covered transaction with a grantee
or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier
Participant" refers any participant who has entered into a covered transaction with a First Tier
Participant or other Lower Tier Participants (such as subcontractors and suppliers).
e. The prospective lower tier participant agrees by submitting this proposal that, should the
proposed covered transaction be entered into, it shall not knowingly enter into any lower tier
covered transaction with a person who is debarred, suspended, declared ineligible, or
�s
voluntarily excluded from participation in this covered transaction, unless authorized by the
department or agency with which this transaction originated.
f. The prospective lower tier participant further agrees by submitting this proposal that it will
include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and
Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier
covered transactions and in all solicitations for lower tier covered transactions exceeding the
$25,000 threshold.
g. A participant in a covered transaction may rely upon a certification of a prospective
participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or
voluntarily excluded from the covered transaction, unless it knows that the certification is
erroneous. A participant is responsible for ensuring that its principals are not suspended,
debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of
its principals, as well as the eligibility of any lower tier prospective participants, each participant
may, but is not required to, check the Excluded Parties List System website
(https://www.epls.Qov/), which is compiled by the General Services Administration.
h. Nothing contained in the foregoing shall be construed to require establishment of a system
of records in order to render in good faith the certification required by this clause. The
knowledge and information of participant is not required to exceed that which is normally
possessed by a prudent person in the ordinary course of business dealings.
i. Except for transactions authorized under paragraph e of these instructions, if a participant in
a covered transaction knowingly enters into a lower tier covered transaction with a person who
is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction,
in addition to other remedies available to the Federal Government, the department or agency
with which this transaction originated may pursue available remedies, including suspension
and/or debarment.
* * * * * .
Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--
Lower Tier Participants:
1. The prospective lower tier participant certifies, by submission of this proposal, that neither it
nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible,
or voluntarily excluded from participating in covered transactions by any Federal department or
agency.
2. Where the prospective lower tier participant is unable to certify to any of the statements in
this certification, such prospective participant shall attach an explanation to this proposal.
* * * * *
20
XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING
This provision is applicable to all Federal-aid construction contracts and to all related
subcontracts which exceed $100,000 (49 CFR 20).
1. The prospective participant certifies, by signing and submitting this bid or proposal, to the
best of his or her knowledge and belief, that:
a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the
undersigned, to any person for influencing or attempting to influence an officer or employee of
any Federal agency, a Member of Congress, an officer or employee of Congress, or an
employee of a Member of Congress in connection with the awarding of any Federal contract,
- the making of any Federal grant, the making of any Federal loan, the entering into of any
cooperative agreement, and the extension, continuation, renewal, amendment, or modification
of any Federal contract, grant, loan, or cooperative agreement.
b. If any funds other than Federal appropriated funds have been paid or will be paid to any
person for influencing or attempting to influence an officer or employee of any Federal agency, a
Member of Congress, an officer or employee of Congress, or an employee of a Member of
Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the
undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report
Lobbying," in accordance with its instructions.
2. This certification is a material representation of fact upon which reliance was placed when
this transaction was made or entered into. Submission of this certification is a prerequisite for
making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file
the required certification shall be subject to a civil penalty of not less than $10,000 and not more
than $100,000 for each such failure.
3. The prospective participant also agrees by submitting its bid or proposal that the participant
shall require that fhe language of this certification be included in all lower tier subcontracts,
which exceed $100,000 and that all such recipients shall certify and disclose accordingly.
21
ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN
DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD
CONTRACTS
This provision is applicable to all Federal-aid projects funded under the Appalachian Regional
Development Act of 1965.
1. During the perFormance of this contract, the contractor undertaking to do work which is, or
reasonably may be, done as on-site work, shall give preference to qualified persons who
regularly reside in the labor area as designated by the DOL wherein the contract work is
situated, or the subregion, or the Appalachian counties of the State wherein the contract work is
situated, except:
a. To the extent that qualified persons regularly residing in the area are not available.
b. For the reasonable needs of the contractor to employ supervisory or specially experienced
personnel necessary to assure an efficient execution of the contract work.
c. For the obligation of the contractor to offer employment to present or former employees as
the result of a lawful collective bargaining contract, provided that the number of nonresident
persons employed under this subparagraph (1 c)shall not exceed 20 percent of the total number
of employees employed by the contractor on the contract work, except as provided in
subparagraph (4) below.
2. The contractor shall place a job order with the State Employment Service indicating (a)the
classifications of the laborers, mechanics and other employees required to perform the contract
work, (b)the number of employees required in each classification, (c) the date on which the
participant estimates such employees will be required, and (d) any other pertinent information
required by the State Employment Service to complete the job order form. The job order may
be placed with the State Employment Service in writing or by telephone. If during the course of
the contract work, the information submitted by the contractor in the original job order is
substantially modified, the participant shall promptly notify the State Employment Service.
3. The contractor shall give full consideration to all qualified job applicants referred to him by
the State Employment Service. The contractor is not required to grant employment to any job
applicants who, in his opinion, are not qualified to perform the classification of work required.
4. If, within one week following the placing of a job order by the contractor with the State
Employment Service, the State Employment Service is unable to refer any qualified job
applicants to the contractor, or less than the number requested, the State Employment Service
will forward a certificate to the contractor indicating the unavailability of applicants. Such
certificate shall be made a part of the contractor's permanent project records. Upon receipt of
this certificate, the contractor may employ persons who do not normally reside in the labor area
to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1c)
above.
5.The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual
preference for the use of mineral resource materials native to the Appalachian region.
6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in
every subcontract for work which is, or reasonably may be, done as on-site work.
22
AMENDMENT
REQUIRED CONTRACT PROVISIONS
(Exclusive of Appalachian Contracts)
FEDERAL-AID CONSTRUCTION CONTRACTS
The Federal—Aid provisions are supplemented with the following:
XII. Cargo Preference Act
1. U.S. Department of Transportation Federal Highway Administration memorandum dated
December 11, 2015 requires that all federal-aid highway programs awarded after February
15, 2016 must comply with the Cargo Preference Act and its regulation of 46 CFR 381.7
(a)-(b).
Amendment to Form FHWA 1273
Revised January 25, 2016
M25/2016 about:blank
State of Washington
Department of Labor & Industries
Prevailing Wage Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public
works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime
calculation requirements are provided on the Benefit Code Key.
Journey Level Prevailing Wage Rates for the Effective Date: 4/25/2016
Countv Trade Job Classification Wa e Holiday Overtime Note
Kitsap Cement Masons Journey Level $53.95 7A � 1M
Kitsap 'Electricians - Inside Journey Level $51.26 1
Kitsap Electronic Technicians Journey Level $44.76 7E 1 D
� –
Kitsap Fence Erectors Fence Erector $13.80 1
Kitsap Fence Erectors Fence Laborer $11.60 1
Kitsap Fla�ers Journey Level $37.26 7A 31
Kitsap Laborers Air, Gas Or Electric Vibrating Screed $43.95 7A 31
Kitsap Laborers Airtrac Drill Operator $45.32 7A 31
Kitsap Laborers � Ballast Regular Machine $43.95 7A 31
Kitsap �Laborers Batch Weighman $37.26 7A ' 31
Kitsap Laborers � Brick Pavers $43.95 7A 31
Kitsap :Laborers ` Brush Cutter $43.95 7A � 31
Kitsap Laborers Brush Hog Feeder $43.95 7A 31
��- — ------
Kitsap �Laborers Burner $43.95 7A 31
Kitsap 'Laborers Caisson Worker $45.32 7A 31
Kitsap Laborers __ � ' Carpenter Tender $43.95 7A�— 31
Kitsap j Laborers Caulker $43.95 7A 31
Kitsap Laborers Cement Dumper-paving � I $44.76j 7A 31
I I �
about:blank 1!9
4/25/2016 about:blank
--.__._�._------------------._._--�------- '-----------�-�------------_..�__.._---..�--- ----- - - - �--- --�----•---�
----�--...--�--- ----.�._..--------------- --' --
�Kitsap ;Laborers Cement Finisher Tender $43.95 7A 31 i �
-�---------....--�----....._..-----_...—.�...------- ---_._- --.._..-----�--------- -----_---�-�----_- -- ___.�_..--�--
Kitsap Laborers Change House Or Dry Shack $43.95� ^ 7A '` 31`� ; � -�
�._......"'-...� ' _ ��___'_'-__"_-'_'__.'�" '_._. __"_'__ - �. - ' 'I___'_�.'_..'__'_3
------'--------------'---------- ----------
�-----�--+------------; .
�Kitsap :Laborers �Chipping Gun (under 30 Lbs.) M_ __ _� __ .$43^95� 7A �_ 31__�_____ �
....-----�-------- ._._..�.._._..__.._—...---�---------.._._-----�-- .._.._ ._._.___.—__.— -
--�------------ ;
Kitsap �Laborers �Chipping Gun(30 Lbs. And Over) � $44.76; 7A E 31 � �
----�--._._-----•---,...._----------------..-------___--------___..----._._..� �_.._--- -------��---------------�-----$43.95�----_—_-�---�--�-----------,---...-------_.
Kitsap ;Laborers �Choker Setter 7A � __ 31 __j _ __ �
�.------•--- -...------.._......_..----�----�-------- ----._._...----�----..E_..�-->--._..._...-------------- -- ---------- - �---.._.,..---------
--------
�Kitsap 1 Laborers �Chuck Tender $43.95� 7A � 31 � �
: �
�.._...-----�---....�._.._.....:._-�------------------------__—___--�----------�-----------._.—._---------....�---__.__......._...-- �------------ -----_-----_�
�Kitsap �Laborers Clary Power Spreader � $44.76' 7A ; _31 ___�_�__ _.__�
--------��---------------�-�-----__--------------�------�--�------___..._.__--------___------------------��--------...__.�.--�.-�--._.._..----�-- r , �
Kitsap ;Laborers �Clean-up Laborer � $43.95 i 7A ' 31 �_ _ __�
-""-,_.....___"..-._._�._.._.__.___�_'.'_�__-...'____.._..'_"" _'....""_- _-�_-.._'�_'__"_-"-__'_._�__"_'.._...'._'.__'.""_"'_'._"'�S-'�'___-�'_�._�"_-_-�"_'_'-_"__'_.... f
Kitsap �Laborers Concrete Dumper/chute Operator � $44.763 7A � 31 �
---- ---�---'----�-------�--�--------..__._......_._._._...------- ___..._.__ _._.._._._._.�----.___ �_�.___---------�-----�--------.._....._.._._.____.._. ..._..�----�-----�----—.....,_..�
,
Kitsap jLaborers Concrete Form Stripper $43.95 7A ; 31 ` °
----------- _----------� --.�_...—__.�..----..._._..---- ----- ------L_....----------....G
.w--•----
Kitsafi ._.__._.__.____�..----------�-------�-----------_.—_. ---- _ �
p :Laborers Concrete Placement Crew --��--- .----$44.76�--�--_7A------.. �._.___._31__..__._ .....--_--._--.�
------._...�._��-----------...___-----------___..�-----�..------�--- __..-----------------�----___.._._..._�___
Kitsap ;Laborers ;Concrete Saw Operator/core Driller $44.76� 7A 31 ;
----.....----�-�----�-----...---------�----------.__.�------- �-----._.—_.�..___._..__.....-------------..__._�------------.._�.._--- _____...-----_.._-------- —..__��.._�-�
Kitsap �Laborers Crusher Feeder $37.26 7A i_ 31 � �
�..-�-------�---�----------�----�---------......---�----------- -----------------�-------------------�-� ------`. ._.__...._..� ,
Kitsap ;Laborers Curing Laborer $43.95 7A 31 � � °
Kitsap �Laborers Demolition: Wrecking �t Moving (incl. $43.95 7A � 31
� Charred Material) �
---�-------- -- -- ---------_-- ----- -----------.__----------- --- ----------- ----------._-----__. --�—�----
Kitsap I Laborersi ____ _ Ditch Digger $43.95 7A 31 _ � -
--._..____.._......._,�---� � ---.__._...—.__-- ---_ --------__.----------- ---- ----- -- ----- —� .-
Kitsap Laborers Diver $45.32 7A 31 � '
-�------- -- _..----�---__.._ _��..----�-� --- —._..._._.�...__. ..-------�--------�-�-----------6----
Kitsap_` �Laborers ____.____, _V_` __ _�__ Drill Operator (hydraulic,diamond) __ __ _ $44.76 _7A _ _�__31 _ __ _�
-- — -= — -- -- ._ _ ,.
Kitsap �Laborers Dry Stack Walls $43.95 7A � 31 �'
___--_----------------_---�------------...J�_----__._..__.._._..--------------___.�---_._�. --------------- ---__�----------- ----------...__. ,.
Kitsap ; aborers �Dump Person $43.95 7A � 31 , �
-------- �----------------__—_..----�-------------------------�------------ ---.._.._----. _ ..__..,--- — --� -----------�-----�----=
Kitsap �Laborers Epoxy Technician_ `YV _ _��__�` _ $43.95 7A � 31 �
--....--------- --_.---�---_�..__---...,�------------------ ---- — -----------�------�-�--._...._ --_�....._____
Kitsap Laborers ;Erosion Control Worker $43.95 7A � 31
—...---- -- - ------�-------...------------ .._...---�--�---- ,_.__.---�----_-----;---�---�---
-----------�- --------�--------------- �--------.._._.
Kitsa ,Laborers Faller tt Bucker Chain Saw $44.76� 7A 31
P . _-- -��---- � _....--�-----�----
__..�----�---..___...---.�..-�-------_.------------------.._.....-----..._._..� _..—.___�.�.----�---�-�--------__------------�- -----�- -----�------�--
�Kitsap �Laborers Fine Graders $43.95 7A 31 � r
---�-------�- ---�--_____.___._.�.,_...---..._.._.._—.-----------._. �..._._..__.......---__.....--------�------.....,---------.___..._._..------------ --�---_._------ ----�----�--._._.....--�-�-------�
,Kitsap :Laborers Firewatch , $37.26� 7A _31 _�_ _ ^
�----�---------�+---�_._...-----�-------------------------....-----�----- ---�------------------- ------ ----------- �
Kitsap !Laborers Form Setter �' �$43.95� 7A � 31 �
Y.� _ � _. .. . . .. - - . . .. . . { �
�._'�___..��._...�_ ..���._��_.�.'_��..�.�.._.�_.�._..��.��.._.�.������...�__'_�� �_'�._.���.�_..���..__'���.�_.���_�...�.�.-..��_'�_�����-�. � �� �_�.
Kitsap �Laborers Gabian Basket Builders $43.95� 7A � 31 � �
------ _._..__ ..—.__.____. ....-- --- ----��--- ---- �-
_..--------- � - . --------
-------- -------�..__. _._...----
_—_.___._._....._..____--�--------------�---------._ .-------------�---�---._.—__._..._..---------
Kitsap Laborers General Laborer i $43.95; 7A 4 31 ,
---------------------�-
------- -------- ------..__...-----..__.._..__---- -----------;
-----------. �.�_..-------�------�-----------�_._...---._._...---__...--�--------- ��$45.32 7A i 31 �
Kitsap y�Laborers _ Grade Checker £t Transit Person 3� � _�
__—.._.........--------.----._-.----.— _ __._.___._._..._______.�.------.-.------__.__.__._.__...----_..._�___ �___.__._�_ ----.__..__
Kitsap Laborers Grinders � $43.95 7A 31 � �
----..---------�----._._..�_..--------____._—_.----..._...__..------ ---------------._.____---_.--------------�._ __. ��._.._-- -------------�--�..--------------:;
Kitsap ;Laborers Grout Machine Tender � $43.95 7A � 31 a
,
�---------.__- --------� � �
---------._._ -____.._________._.___ ------_------.,_..-------__.
--------�---.__.____ -------------�--------__.---�-------__---------� �--- ; �
about:blank y9
M25f2016 abart:blank
�Kitsap �Laborers Groutmen (pressure)including Post Tension � $44.76� 7A 31 � �
� Beams
�-------------w------------------------------._.....__...-------- -------..��_�.--�---- ----- _.----------------�..__... ----- --------�---------.._._..._:
h Kitsap �Laborers Guardrail Erector $43.95� 7A ' 31 � �
-----;----.._.._...-----------------....._..�---------------- ---�--�-----------------�--------�------� ..-------- - _ . .. _
;Kitsap i Laborers 'Hazardous Waste Worker (level A) $45.32 7A 31 � y
. - -�- - ----.....-�- -- -�----�--- --
�--------------�-�---------_..__.-------_------------------�----.-�.____.._-------___._._..-�-- -------�-----------------.--------�--- �--_------_--------_��--- .-�
. _
-------- .
Kitsap !Laborers �azardous Waste_Worker (level B) __ $44.76� 7A ; 31 �
76
--......�.._._.... -�-----...-----------._.-_._.._.____-�--------- ------ --------._.� �---------_;g
�_.,_�__...-.--
' .K�tsap _ _;Laborers �Hazardous Waste Worker (level C) $43.95! 7A 31 �
---- -_----�---- !
-----�---....__.....__..._......__....____-----.._....__....__._-, _---------------- ------------�-----._ ...�..- -�----- ,
. .--_.�.------ ---------�---
�... -�--..__...__.._..---�--.
' Kitsap Laborers �_High Scaler $45.32� 7A � 31 �
•--___........�.__._----------�-----------------�----------�---�------�---- -. ---��--------�---------------.._..----.__.-..-._?------- ----- --------------
� ,_-�-�---------�--�--------_-�
Kitsap �Laborers jJackhammer $44.76� 7A 31 '
--------.__--�---__------------------------------��-------------------...-- -- ------._----------��------------�_
-----�----------��--._.._.._........__.._.._4
Kitsap �Laborers �Laserbeam Operator $44.76 7A � 31 �
"'_'_'_"_'.._.."_'_'�""'_"_-_.�._'_.__'__"-'_'_"_"_"_""'_'-�._�__'_.'_'...._..""_"_.__'_'_'_'_.._"' _-'- __.�.___'___'_ _...'_'_.�._..._ _ F'___ ...
-'__�_-
Kitsap �Laborers 'Maintenance Person $43.95 7A � 31
-------------1---------------..._-_.------�--------._...----�--�----�- --- --- �...----------..._._..._--- -----.__- ----_-.._....---� ------�3-------�----
�._._Kitsap ;Laborers ,Manhole Builder-mudman $44.76 7A � 31
-------�_------___---__.-------___------__..__.._...�---_� - _ . _ - ,.�.,._-_�.--
, � �_---------------------__-________.__.-____.-�_.____._�... ---.._..__-------------�-�-- ,
Kitsap Laborers ;Matenal Yard Person $43.95 7A 31 � €
-I---______.----..__._._..._.__ __..----------__.---�----------------_..---.-----�------�---.---- - �- - - --�
-------__.
---------.
- -
�Kitsap �Laborers 'Motorman-dinky Locomotive , $44.76 E 7A � 31 �
-------------1--------------------------�--...---------__-. _ -- ------_.__�.-....._._._._.,.-----------�--- -------�
-�-----..�.__
�-�--=--
�Kitsap I Laborers �Noaleman (concrete Pump, Green Cutter $44.76' 7A � 31
� When Using Combination Of High Pressure � � !
� I �Air £t Water On Concrete £t Rock, Sandblast, E � � �
' � �Gunite, Shotcrete, Water Bla � � �
�__._ ___.
-�----____.____.__.__.____.._----------�- _.-�---- --�-------�-.------ --�-- ------�------�
�Kitsap I Laborers �Pavement Breaker $44.76 7A i 31 � >
-----------.a.---------------------�---------�..�-�- ---�--------------------�----_------�-- �-' _----.s.----�---�-�--�----- �
�Kitsap_ �Laborers �Pilot Car � $37.26� 7A j 31 i �
----------------------.._.._---�--------��----._------, -----------�
-------------�--------, - -
I --
�Kitsap Laborers (Pipe Layer Lead � $45.32' _ 7A 31 � ___ __
_..�J---------------------�--- - -�-- - - - --- -�
----�- ----�------ -- ---- _- -__ _ _-_._----
Kitsap ILaborers iPipe Layer/tailor $44.76i 7A � 31 � '
------ -----._.___----�---------------_.---._-- �- ------ - -----------._..�___._._.--�----�--..._!
-----------�--._---------- -----#----
Kitsap rLaborers Pipe Pot Tender � $44.76i 7A 31 � �
-----....----,------ ------___.-------.._.__�_...------�---- -�------------------.�.�-------�--- ----�----------
, - �-----------�---_-- �
Kitsap 'Laborers ,Pipe Reliner $44.76; 7A � 31
'_�._���_�.._.�..�...��.�._.__��__'_'�_`._�_�___�'��.__�_____�.��._��_F__��'�_�__��_��______.��_�__�'��'_���."__�_ � � � 0
r . ��___'�� L_._.._'._.._'�.�.__.-'_�.'.�..___�_.-'_`��k
�Kitsap !Laborers �Pipe Wrapper $44.76 7A � 31 ' �
�--�---�- -�--.-..--------------�------.._�_.-__................__._..._._....--------�- ---�--+....___..._._._...._-- -�-----------�--�--- ---��_.
_._
__._.-...___ .�
?Kitsap ;Laborers i Pot Tender � $43.95I 7A ? 31 j '
-�--__----.._.._._..�--...-------...
�.�.----.._...._..--;-�--------------------�---------__�_____ -{�----_...------�-----._------_______.---------�---__- ---�---...._._-.�_---------'
�Kitsap ;Laborers �Powderman � $45.32� 7A 31 i
�--------�-- ---- -----�-�---- __..___..____.._._----- ---------------- -�----.---- ---- �- ---_ _----------�------------�
�Kitsap _ 'Laborers �Powderman's Helper � $43.95' 7A = 31 � r
�._...__--------------------------------�-------�-���-�-------___.__...---------�------�--------------------�-�--------A..._. _.._.._-..__._---�----__..._----_ _.....--------�a�
�9
�Kitsap ;Laborers Power Jacks ; $44.76 7A � 31 � ` _ �
.�._.----`-----'-'----"----._............_.--"---__"---�3'--------'-'--. . ...- '---"'-a
'
.
----'-'-------'�- -'----'.._..__......-"-----'-'._"---'-�-----'-'--'-"------ -'__.�- --'-'-'--�..-,--"--- '--..__... ,
�Kitsap 'Laborers Railroad Spike Puller - Power ' $44.76' 7A F 31 ! �
d�------�--�.------------.___._------.._.._.---...____. ..----.._----------__. -------_.._.___....-------------�----�------.._,.--�---�-----------�-�-----_-._._.-t------..---�----------...
Kitsap �Laborers �Raker - Asphalt $45.32 7A 31 �
. _ .... .. .- -�- --�---------- �----....---- ------.:..�_�.-------�-�-----.._..._�
.__...__._.___. _;._____.--------------�-�-------- -----._._._.. .
---- -----------._.... .__..._.---- ----____-
.Kitsap �Laborers Re-timberman � $45.32 7A � 31 �_ _ �
__�-------------�
Kitsa�-- _____._.�__._.._.�._..--�- -----�-- --�----___.�._.._.._...----------------�-------------�--------�--___ ----- -- ------�--��.�..__ i
p �Laborers �Remote Equipment Operator � $44.76; 7A 31 �
, . a
---�--------��_�___._..._._..-----------------�-----.._..------------__l..-----_..------�----�------�..------___--�-- � -___ ._...._._-----�------�-�--------.-�..-------
Kitsa �Laborers Rigger/si�nal Person $44.76 7A 31 � �
p . _ _ . �-----__.�_..�—-- - --s-------._.._._s
..--- -.__._...._._.__.....--....._�...------------------...--------�------� ---�-------------------�-------�--=-�--------------
� , ------ , �
about:blank 3/9
4J25/2016 about:blank
Kitsap Laborers Rip Rap Person $43.95 7A 31
Kitsap 'Laborers Rivet Buster $44.76 7A 31
Kitsap � Laborers Rodder $44.76 7A 31
Kitsap Laborers Scaffold Erector $43.95 7A 31
Kitsap Laborers Scale Person $43.95 7A 31
Kitsap` Laborers Sloper (over 20") $44.76 7A 31
Kitsap Laborers Sloper Sprayer $43.95 7A 31
Kitsap Laborers ^� ^ Spreader (concrete) $44.76 7A 31
Kitsap Laborers Stake Hopper $43.95 7A 31
Kitsap -- Laborers.----------------`-- -- Stock Piler -�---' ----�--- -.- $43.95 7A - -- 31 ---------
Kitsap Laborers •Tamper �t Similar Electric, Air £t Gas $44.76 7A 31
Operated Tools
Kitsap Laborers Tamper (multiple £t Self-propelled) $44.76 7A 31
Kitsap Laborers �Timber Person - Sewer (lagger, Shorer £t $44.76 7A 31
Cribber) , �
Kitsap Laborers � Toolroom Person (at Jobsite) $43.95 7A 31 J �
Kitsap Laborers ,Topper $43.95 7A 31 �
Kitsap Laborers � Track Laborer !T � � $43.95�A 7A 31 Y �
Kitsap I Laborers , Track Liner (power) _Y _ _ $44_76 7A _ _31 ___� �
Kitsap Laborers Traffic Control Laborer $39.84 7A 31 8R
Kitsap �Laborers Traffic Control Supervisor____ $39.84 7A_ 31 8R_ -
Kitsap Laborers Truck Spotter $43.95 7A 31
Kitsap �Laborers Tugger Operator $44.76 7A 31 _
Kitsap Laborers Tunnel Work-Compressed Air Worker 0-30 psi $74.29 7A 31 8�C
S'_____,
Kitsap i Laborers � V Tunnel Work-Compressed Air Worker 30.01- $79.32 7A 31 8�C
_ 44.00 psi
Kitsap �Laborers Tunnel Work-Compressed Air Worker 44.01- $83.00 7A 31 8�(
54.00 psi I
Kitsap Laborers Tunnel Work-Compressed Air Worker 54.01- $88.70 7A 31 8�C
� _ 60.00 psi
Kitsap Laborers Tunnel Work-Compressed Air Worker 60.01- $90.82 7A 31 8�C
64.00 psi
--------- '--�---------�---------- ---- ------� -- �- - -- -
�Kitsap Laborers Tunnel Work-Compressed Air Worker 64.01- � $95.92 7A 31 8�C
�---------- -��-------------- --�68.00 psi -�-- - -
about:blank �9
M25/2016 about:blank
Kitsap Laborers ITunnel Work-Compressed Air Worker 68.01- $97.82 7A 31 8�( �
70.00 psi
Kitsap Laborers � Tunnel Work-Compressed Air Worker 70.01- $99.82 7A 31' ! 8�t
72.00 psi
Kitsap Laborers Tunnel Work-Compressed Air Worker 72.01- $101.82 7A 31� 8�
74.00 psi
Kitsap Laborers ' � Tunnel Work-Guage and Lock Tender � $45.42 7A� 31 8�
Kitsap Laborers Tunnel Work-Miner $45.42 7A 31 8�
'Kitsap Laborers ' 'Vibrator $44.76 7A 31
Kitsap Laborers Vinyl Seamer $43.95 7A 31
Kitsap Laborers � �� � Watchman � $33.86 �7A 31 �
Kitsap Laborers Welder $44.76 7A 31
Kitsap �Laborers ^ Well Point Laborer ' $44.76 � ' 7A 31
Kitsap Laborers Window Washer/cleaner $33.86 7A 31
Kitsap .Landscape Construction Irrigation Or Lawn Sprinkler Installers $9.47 1
Kitsap Landscape Construction Landscape Equipment Operators Or Truck $10.05 1
Drivers
Kitsap Landscape Construction Landscaping Or Planting Laborers $12.92 1
Kitsap � �Power Equipment Operators Asphalt Plant Operators $56.94 7A 3C 8P �
Kitsap Power Equi�ment Operators Assistant Engineer $53.57 7A 3C 8P
Kitsap Power Equipment Operators Barrier Machine (zipper) $56.44 7A 3C 8P
Kitsap Power Equi�ment Operators Batch Plant Operator, Concrete $56.44 7A 3C 8P
Kitsap Power Equipment Operators Bobcat $53.57 7A 3C 8P
Kitsap Power Equipment O�erators Brokk - Remote Demolition Equipment $53.57 7A 3C 8P
Kitsap Power EQuioment Operators Brooms $53.57 7A 3C 8P
Kitsap� Power Eauipment Operators Bump Cutter ` i $56.44 7A 3C � 8P
Kitsap Power Equipment Operators Cableways $56.94 7A 3C 8P
Kitsap Power Equinment Operators Chipper iV� $56.44 7A� 3C 8P
Kitsap Power Equiament Operators Compressor $53.57 7A 3C 8P
Kitsap �Power Equipment Operators� Concrete Pump: Truck Mount With Boom $56.94 7A 3C 8P
Attachment Over 42 M
Kitsap Power Equioment Operators Concrete Finish Machine -laser Screed $53.57 7A 3C 8P
Kitsap Power Equipment Operators Concrete Pump - Mounted Or Trailer High $56.00 7A 3C 8P
Pressure Line Pump, Pump High Pressure.
about:blank 5/9
M25/2016 about:blank
�Kitsap Power Equipment Operators�---_--� Concrete Pump: Truck Mount With Boom �$56.44 -_ 7A�— 3C � 8P
__ _ _ IAttachment Up To 42m
Kitsap Power Equipment O�erators Conveyors $56.00 7A 3C 8P
Kitsap ,Power Equipment Operators Cranes Friction: 200 tons and over $58.67 7A 3C 8P
Kitsap I Power Eauiament Operators !� Cranes: 20 Tons Through 44 Tons With $56.44! 7A 3C ` ' 8P
Attachments
�-------_�-___.--�------�----------------- -------- -
Kitsap !Power Equipment Operators Cranes: 100 Tons Through 199 Tons, Or 150' $57.51 7A 3C 8P
__I __� __�__ Of Boom (Including Jib With Attachments) _
#Kitsap 'Power EQuipment Operators Cranes: 200 tons- 299 tons, or 250' of boom $58.10 7A 3C 8P
_� I including jib with attachments '
—{---
'Kitsap !Power Equipment Operators Cranes: 300 tons and over or 300' of boom $58.67 7A 3C 8P
including jib with attachments
Kitsap Power EQuipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' $56.94 7A 3C 8P
Of Boom (including Jib With Attachments)
Kitsap Power Equipment Operators Cranes: A-frame - 10 Tons And Under $53.57 7A 3C . 8P
Kitsap Power Equipment Operators Cranes: Friction cranes through 199 tons $58.10 7A 3C 8P
Kitsap Power Equipment Operators Cranes: Through 19 Tons With Attachments $56.00 7A 3C 8P
A-frame Over 10 Tons �
Kitsap Power Equipment Operators Crusher ' $56.44 7A 3C 8P �
Kitsap_ Power Equipment O�erators ` ___ Deck Engineer/deck Winches (power) _ _ $56.44 _ _ 7A_,_ 3C __ 8P__
Kitsap Power EcLuiament Operators Derricks, On Building Work ^ $56.94 7A 3C 8P �
Kitsap Power Equipment Operators Dozers D-9 �t Under $56.00 7A 3C 8P
Kitsap Power Eauipment Operators Drill Oilers: Auger Type, Truck Or Crane $56.00 7A 3C 8P
Mount
Kitsap Power Equipment Operators Drilling Machine $57.51 7A 3C 8P
Kitsap Power Equipment Operators Elevator And Man-lift: Permanent And Shaft $53.57 7A 3C 8P
Type
Kitsap :Power Eauipment Operators Finishing Machine, Bidwell And Gamaco £t $56.44 7A � 3C 8P
Similar Equipment
Kitsap i Power Eauipment Operators Forklift: 3000 Lbs And Over With $56.00 7A 3C 8P
Attachments
Kitsap�Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $53.57 7A 3C 8P
Kitsap iPower Equipment Operators Grade Engineer: Using Blue Prints, Cut $56.44 7A 3C 8P
Sheets, Etc
Kitsap �Power Equiament O�erators Gradechecker/stakeman � $53i57 _ 7A 3C 8P
--�— _ — - - — - - - - ---�-�-------
about:blank �9
M25/2016 about:blank
�Kitsap �Power Equiament Operators Guardrail Punch $56.44 7A 3C 8P
Kitsap Power Equipment Operators Hard Tail End Dump Articulating Off- Road $56.94 7A 3C 8P
Equipment 45 Yards. £t Over
Kitsap Power Equi�ment Operators Hard Tail End Dump Articulating Off-road $56.44 7A 3C 8P
�� � E ui ment Under 45 Yards
--_...-�- -- —�---------�----------�--- -� q P --- — - - ------ �
Kitsap Power Equioment Operators Horizontal/directional Drill Locator $56.00 7A 3C 8P
Kitsap Power Equipment Operators Horizontal/directional Drill Operator $56.44 7A 3C 8P
------��_.... ------..__...---�------------------------__ ------------ ----------- ------ --�---� -
Kitsap Power Equipment Operators Hydralifts/boom Trucks Over 10 Tons $56.00 7A 3C 8P
Kitsap iPower Equipment Oaerators Hydralifts/boom Trucks, 10 Tons And Under $53.57 7A 3C 8P
Kitsap Power EQuipment Operators � Loader, Overhead 8 Yards. £t Over $57.51 7A 3C 8P
Kitsap Power Equipment Operators Loader, Overhead, 6 Yards. But Not $56.94 7A i 3C 8P
Including 8 Yards
Kitsap Power Equipment Operators Loaders, Overhead Under 6 Yards $56.44 7A 3C 8P
Kitsap Power Equi�ment Operators Loaders, Plant Feed $56.44 7A 3C 8P
Kitsap Power Equipment Operators Loaders: Elevating Type Belt $56.00 7A 3C 8P
Kitsap Power EquiQment Operators Locomotives, All $56.44 7A 3C � 8P
Kitsap Power Equioment Operators Material Transfer Device $56.44 7A 3C 8P
Kitsap Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour $57.51 7A 3C 8P �
Over Mechanic)
Kitsap Power Equioment Operators Motor Patrol Graders $56.94 7A 3C 8P
Kitsap Power Eauipment Oaerators Mucking Machine, Mole, Tunnel Drill, $56.94 7A � 3C 8P
� Boring, Road Header And/or Shield
Kitsap ^ Power Equipment Operators Oil Distributors, Blower Distribution £t Mulch $53.57 7A 3C 8P
Seeding Operator '
-�-------�.._ --�--------------- ----�— ---- — ---- - -----
Kitsap Power Equiament Operators Outside Hoists (elevators And Manlifts), Air $56.00 7A � 3C 8P
�Tuggers,strato � 3
_._..__ _.�._-�------------------ -..- - -- --- .._..---�._--- ---..-------- ---- ---------��
Kitsap �Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons $56.44 7A 3C k 8P �
Through 44 Tons
Kitsap �Power Equipment O�erators ! EOverhead, Bridge Type: 100 Tons And Over $57.51 7A 3C 8P
Kitsap Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 $56.94 7A 3C 8P
,Tons
Kitsap Power Equi�ment O�erators � Pavement Breaker ` � $53.57 7A 3C 8P
,Kitsap Power Equipment Operators Pile Driver (other Than Crane Mount) $56.44 7A ; 3C 8P
Kitsap Power Equipment Operators Plant Oiler - Asphalt, Crusher $56.00 7A � 3C 8P
— -�-� ----
Kitsap ,Power Equipment Operators �Posthole Digger, Mechanical $53.57 7A � 3C ; 8P
about:blank 7/9
4/25/2016 about:blank
Kitsap Power Equipment Operators Power Plant $53.57 7A 3C 8P
Kitsap Power Equiament Operators Pumps - Water $53.57 7A 3C 8P
Kitsap Power Equipment Operators Quad 9, Hd 41, D10 And Over $56.94 7A 3C 8P
Kitsap IPower Equi�ment Operators �Quick Tower - No Cab, Under 100 Feet In $53.57� 7A � 3C 8P
_ _ �Height Based To Boom _�
Kitsap Power Equi�ment Operators Remote Control Operator On Rubber Tired $56.94 7A 3C 8P
Earth Moving Equipment �
Kitsap Power E�ui�ment Operators Rigger And Bellman $53.57 7A � 3C 8P
------<--- -..._..------- -�--------------. ._..-----------------�--- ------------- ---------- - --- --- — --�
Kitsap Power Equipment 0[�erators Rigger/Signal Person, Bellman (Certified) $56.00 7A 3C 8P
Kitsap Power Equipment Operators Rollagon $56.94 7A 3C 8P
.
_-----+ ----�-. .�----�-------_ ......�--------------------------
Kitsap I Power Equipment Operators Roller, Other Than Plant Mix $53.57 ��7A � 3C 8P
.}�—
Kitsap � �Power Eauipment Operators Roller, Plant Mix Or Multi-lift Materials $56.00 7A 3C 8P
Kitsap Power Equipment Operators Roto-mill, Roto-grinder $56.44 7A 3C 8P
Kitsap Power Equi�ment Operators � Saws - Concrete � $56.00 7A 3C 8P
Kitsap Power Equipment Operators Scraper, Self Propelled Under 45 Yards $56.44 7A 3C 8P
Kitsap ^ Power Equiament Operators Scrapers - Concrete �t Carry All $56.00 7A 3C 8P _
Kitsap Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $56.94 7A 3C 8P � � ,
Kitsap i Power Equipment Operators Service Engineers - Equipment $56.00 7A 3C 8P �
Kitsap Power Equipment Operators Shotcrete/gunite Equipment $53.57 7A 3C 8P '
Kitsap Power Equipment Operators ' Shovel , Excavator, Backhoe, Tractors $56.00 7A 3C 8P '
Under 15 Metric Tons.
Kitsap Power Eauipment Operators Shovel, Excavator, Backhoe: Over 30 Metric $56.94 7A � 3C 8P
• Tons To 50 Metric Tons
Kitsap �Power Eauipment Operators Shovel, Excavator, Backhoes, Tractors: 15 $56.44 7A 3C 8P
To 30 Metric Tons
Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 $57.51 7A 3C 8P
Metric Tons To 90 Metric Tons
Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 $58.10 7A 3C 8P
Metric Tons
Kitsap Power Eauipment Operators Slipform Pavers $56.94 7A 3C 8P
Kitsap Power Equipment Operators Spreader, Topsider £t Screedman $56.94 7A 3C 8P
Kitrap _ Power Ec�uipment Operators _ Subgrader Trimmer_ $56.44 7A 3C 8P
Kitsap Power Equipment Operators Tower Bucket Elevators $56.00 7A 3C 8P
Kitsap Power EcLuipment Operators Tower Crane Up To 175' In Height Base To $57.51 7A 3C �8P
about:blank �9
M25/2016 about:blank
� � Boom
Kitsap Power Equioment O�erators Tower Crane: over 175' through 250' in $58.10 7A 3C 8P
� _ height, base to boom _ �
Kitsap IPower Equipment Operators Tower Cranes: over 250' in height from base $58.67 7A 3C 8P
to boom
.�---I---- --- ---------- - - - — -- —
Kitsap �Power Equipment Operators Transporters, All Track Or Truck Type $56.94 7A 3C 8P
Kitsap Power Equipment Operators Trenching Machines $56.00 7A 3C 8P
Kitsap IPower Equiament Operators Truck Crane Oiler/driver - 100 Tons And $56.44 7A 3C 8P
Over
..-------'�-----�----�----�------- ------ -�----- --------------- - -� --- --
Kitsap Power Equipment Operators Truck Crane Oiler/driver Under 100 Tons $56.00 7A 3C 8P
Kitsap Power Equipment Operators Truck Mount Portable Conveyor $56.44 7A 3C 8P
Kitsap 'Power Equipment Operators Welder $56.94 7A � 3C 8P
Kitsapu�Power Equipment Operators __ _____ Wheel Tractors, Farmall Type _ $53.57 7A 3C 8P
Kitsap �Power Equipment Operators Yo Yo Pay Dozer $56.44 7A 3C 8P
Kitsap Street And Parkin� Lot Sweeper Workers Journey Level $16.00 1
Kitsap Surveyors Assistant Construction Site Surveyor $56.00 7A � 3C � 8P
Kitsap Surveyors Chainman $55.47� 7A 3C 8P
Kitsap �Surveyors Construction Site Surveyor $56.94 7A 3C 8P
Kitsap �Traffic Control Stripers Journey Level $43.73 7A 1K
Kitsap �ruck Drivers i Asphalt Mix Over 16 Yards (W. WA-Joint $51.25 5D � 3A 8L
Council 28)
--. _. _..._.. - ---- - --- — -- - - _......_.....-- - -
Kitsap Truck Drivers Asphalt Mix To 16 Yards (W. WA-Joint $50.41 5D � 3A 8L
�-� Council 28) _ ___
�Kitsap �T� ruck Drivers Dump Truck i $19.60 1
Kitsap Truck Drivers Dump Truck And Trailer $19.60 1
Kitsap �Truck Drivers Other Trucks $18.37` � 1
Kitsap �Truck Drivers Transit Mixer $20.79 1
about:blank 9/9
Page � 1
General Decision Number: WA160001 03/04/2016 WA1
Superseded General Decision Number: WA20150001
State: Washington
Construction Type: Highway
Counties: Washington Statewide.
HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin
Counties)
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10�.15 for calendar year 2016 applies to all contracts
subject to the Davis-Bacon Act for which the solicitation was
issued on or after January 1, 20�5. If this ccntract is covered
by the E0, the contractor must pay all workers in any
classification listed on this wage determination at least
$10.15 (or the applicable wage rate listed on this wage
determination, if it is higher) for all hours spent performing
on the contract in calendar year 2016. The EO minimum wage rate
will be adjusted annually. Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 O1/08/2016
1 02/19/2016
2 02/26/2016
3 03/04/2016
CARP0001-00.8 06/O1/2015
Rates Fringes
CARPENTER
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 27.61 14 .00
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 41 .86 14 .49
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 32. 97 14.00
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 31. 99 14 .00
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 73.44 14 .00
GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 35.02 14.00
GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 36.72 14.00
GROUP 8. . . . . . . . . . . . . . . . . . . . .$ 33.27 14 .00
GROUP 9. . . . . . . . . . . . . . . . . . . . .$ 35.02 19 .00
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 2
CARPENTER & DIVER CLASSIFICATIONS:
GROUP 1: Carpenter
GROUP 2: Millwright, machine erector
GROUP 3: Piledriver - includes driving, pulling, cutting,
placing collars, setting, welding, or creosote treated
material, on all piling
GROUP 4 : Bridge carpenters
GROUP 5: Diver Wet
GROUP 6: Diver Tender, Manifold Operator, ROV Operator
GROUP 7: Diver Standby, Bell/Vehicle or Submersible operator
Not Under Pressure
GROUP 8: Assistant Tender, ROV Tender/Technician
GROUP 9: Manifold Operator-Mixed Gas
ZONE PAY:
ZONE 1 0-40 MILES FREE
ZONE 2 91-65 MILES $2.25/PER HOUR
ZONE 3 66-100 MILES $3.25/PER HOUR
ZONE 4 OVER 100 MILES $4 .75/PER HOUR
DISPATCH POINTS:
CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite) .
CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE. ) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite) .
CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite) .
CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite) .
CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite) .
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
� Page � 3
DEPTH PAY FOR DIVERS BELOW WATER SURFACE:
50-100 feet $2 .00 per foot
101-150 feet $3.00 per foot
151-220 feet $4.00 per foot
221 feet and deeper $5.00 per foot
PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT:
0-25 feet Free
26-300 feet $1.00 per Foot
SATURATION DIVING:
The standby rate applies until saturation starts. The
saturation diving rate applies when divers are under
pressure continuously until work task and decompression are
complete. the diver rate shall be paid for all saturation
hours.
WORK IN COMBINATION OF CLASSIFICATIONS:
Employees working in any combination of classifications
within the diving crew (except dive supervisor) in a shift
are paid in the classification with the highest rate for
that shift.
HAZMAT PROJECTS:
Anyone working on a HAZMAT job (task) , where HAZMAT
certification is required, shall be compensated at a
premium, in addition to the classification working in as
follows:
LEVEL D + $.25 per hour - This is the lowest level of
protection. No respirator is used and skin protection .is
mir:imal.
LEVEL C + $.50 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B + $.75 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical "splash suit" .
LEVEL A +$1 .00 per hour - This level utilizes a fully
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 4
CARP0003-006 10/O1/2011
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT,
LEWIS (Piledriver only) , PACIFIC (South of a straight line made
by extending the north boundary line of Wahkiakum County west
to Willapa Bay to the Pacific Ocean) , SKAMANIA AND WAHKIAKUM
COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY
SEE ZONE DESCRIPTION FOR CITIES BASE POINTS
ZONE 1:
Rates Fringes
Carpenters:
CARPENTERS. . . . . . . . . . . . . . . . . .$ 32.04 14.18
DIVERS TENDERS. . . . . . . . . . . . . .$ 36.34 19 .18
DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 77.08 14.18
DRYWALL. . . . . . . . . . . . . . . . . . . . .$ 27.56 14 .18
MILLWRIGHTS. . . . . . . . . . . . . . . . .$ 32.19 14 .18
PILEDRIVERS. . . . . . . . . . . . . . . . .$ 33.04 14 .18
DEPTH PAY:
50 TO 100 FEET $1.00 PER FOOT OVEF. 50 FEET
101 TO 150 FEET $1 .50 PER FOOT OVER 101 FEET
151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET
Zone Differential (Add up Zone 1 rates) :
Zone 2 - $0.85 �
Zone 3 - 1 .25
Zone 9 - 1 .70
Zone 5 - 2.00
Zone 6 - 3.00
BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND
VANCOUVER, (NOTE: All dispatches for Washington State
Counties: Cowlitz, Wahkiakum and Pacific shall be from
Longview Local #1707 and mileage shall be computed from
that point. )
ZONE 1: Projects located within 30 miles of the respective
city hall of the above mentioned cities
ZONE 2: Projects located more than 30 miles and less than 90
miles of the respective city of the above mentioned cities
ZONE 3: Projects located more than 40 miles and less than 50
miles of the respective city of the above mentioned cities
ZONE 4 : Projects located more than 50 miles and less than 60
miles of the respective city of the above mentioned cities.
ZONE 5: Projects located more than 60 miles and less than 70
miles of the respective city of the above mentioned cities
ZONE 6: Projects located more than 70 miles of the respected
city of the above mentioned cities
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 5
CARP0770-003 06/Ol/2015
Rates Fringes
CARPENTER
CENTRAL WASHINGTON:
CHELAN, DOUGLAS (WEST OF
THE 120TH MERIDIAN) ,
KITTITAS, OKANOGAN (WEST
OF THE 120TH MERIDIAN) AND
YAKIMA COUNTIES
CARPENTERS ON CREOSOTE
MATERIAL. . . . . . . . . . . . . . . . . . .$ 40.46 13.66
CARPENTERS. . . . . . . . . . . . . . . . .$ 40.36 13.66
DIVERS TENDER. . . . . . . . . . . . . .$ 35.02 14.00
DIVERS. . . . . . . . . . . . . . . . . . . . .$ 73.94 14 .00
MILLWRIGHT AND MACHINE
ERECTORS. . . . . . . . . . . . . . . . . . .$ 41.86 13.66
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING. . . . . . .$ 40.61 13.66
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
Renton Shelton Yakima
Aberdeer.-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free
26-35 radius miles $1.00/hour
36-45 radius miles $1 .15/hour
46-55 radius miles $1.35/hour
Over 55 radius miles 51.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
26-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 6
----------------------------------------------------------------
CARP0770-006 06/O1/2015
Rates Fringes
CARPENTER
WESTERN WASHINGTON:
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes
piledrivers only) , MASON, PACIFIC (North of a straight line made by
extending the north boundary line of Wahkiakum County west to the
Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
BRIDGE CARPENTERS. . . . . . . . . .$ 90.36 13.66
CARPENTERS ON CREOSOTE
MATERIAL. . . . . . . . . . . . . . . . . . .$ 40.46 13.66
CARPENTERS. . . . . . . . . . . . . . . . .$ 40.36 13.66
DIVERS TENDER. . . . . . . . . . . . . .$ 44.67 13. 66
DIVERS. . . . . . . . . . . . . . . . . . . . .$ 93.56 13.66
MILLWRIGHT AND MACHINE
ERECTORS. . . . . . . . . . . . . . . . . . .$ 41.86 13.66
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING. . . . . . .$ 40.61 13.66
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free
26-35 radius miles $1 .00/hour
36-45 radius miles $1.15/hour
46-55 radius miles $1.35/hour
Over 55 radius miles $1.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Ha11,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
26-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
WA160001 Modification 3
Federal Wage Determinations for Highway Construction •
Page � 7
----------------------------------------------------------------
ELEC0046-001 02/O1/20i6
CALLAM, JEFFERSON, KING AND KITSAP COUNTIES
RaLes Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 46.87 3%+15.96
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 45.77 30+17.91
----------------------------------------------------------------
* ELEC0048-003 O1/O1/2016
CLARK, KLICKITAT AND SKAMANIA COUNTIES
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44 .22 21.50
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 40.20 21.11
HOURLY ZONE PAY:
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Portland, The Dalles, Hood River, Tillamook, Seaside and
Astoria
Zone Pay:
Zone 1: 31-50 miles $1.50/hour
Zone 2: 51-70 miles $3.50/hour
Zone 3: 71-90 miles $5.50/hour
Zone 4: Beyond 90 miles $9.00/hour
*These are not miles driven. Zones are based on Delorrne
Street Atlas USA 2006 plus.
----------------------------------------------------------------
ELEC0048-029 O1/O1/2016
COWLITZ AND WAHKIAKUM COUNTY
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44 .22 21.50
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 40.20 21 .11
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 8
ELEC0073-001 07/O1/2015
ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN
COUNTIES
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 34 .10 16.68
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 31.00 16. 68
----------------------------------------------------------------
ELEC0076-002 09/O1/2014
GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON
COUNTIES
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 37.94 23.36
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 34.99 23.36
----------------------------------------------------------------
ELEC0112-005 06/O1/2015
ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA
WALLA, YAKIMA COUNTIES
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 40.79 18.65
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 38.80 18.59
----------------------------------------------------------------
ELEC0191-003 06/O1/2014
ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES
R.ates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 49 .23 17.73
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 40.21 17 .73
----------------------------------------------------------------
ELEC0191-004 06/O1/2014
CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES
Rates Fringes
CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 40.82 17.63
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 37.11 17.63
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 9
ENGI0302-003 06/Ol/2014
CHELAN (WEST OF TFIE 120TH MERIDIAN) , CLALLAM, DOUGLAS (WEST OF
THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSOIQ, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120`PH MERIDIAN) ,
SAN JUNA, SKAGIT, SNOHOMISH, WHFITCOM AND YAKIT�IA (WEST OF THE
120TH MERIDIAN) COUNTIES
PROuECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS
SHOWN BELOW)
Zone 1 (0-25 radius miles) :
Rates Fringes
Power equipment operators:
Group lA. . . . . . . . . . . . . . . . . . .$ 38.39 17.39
Group lAA. . . . . . . . . . . . . . . . . .$ 38. 96 17.39
Group lAAA. . . . . . . . . . . . . . . . .$ 39.52 17.39
Group 1. . . . . . . . . . . . . . . . . . . . .$ 37.84 17.39
Group 2. . . . . . . . . . . . . . . . . . . . .$ 37.35 1?.39
Group 3. . . . . . . . . . . . . . . . . . . . .$ 36.93 17.39
Group 4 . . . . . . . . . . . . . . . . . . . . .$ 34 .57 17.39
Zone Differential (Add to Zone 1 rates) :
Zone 2 (26-45 radius miles) - $1.00
Zone 3 (Over 45 radius miles) - $1 .30
BASEPOINTS: Aber.deer., Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle, .
Shelton, Wenatchee, Yakima
POGdER EQUIPMENT OPER.ATORS CLASSIFICATIONS
GROUP lAAA - Cranes-over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP lAA - Cranes 200 to 300 tons, or 250 ft of boom
(including jib with attachments) ; Tower crane over 175 ft
in height, base to bocm
GROUP lA - Cranes, 100 tons thru ?99 tons, or 15C ft of boom
(includ.ing jib with attachments) ; Crane-overhead, bridge
type, 100 toris and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and cver; Shovels,
excavator, backl:oes-6 yards and over with attachments
GROUP 1 - Cableway; Crar.es 45 tons thru 99 tor.s, under 150 ft
of boom (incl.uding jib with attacYtments) ; Crane-overhead,
bridge type, 45 tons tnru 99 tons; Derricks or. building
work; Excavator, shovel, backhoes over 3 yards anci under 6
yards; Hard tail end dump articulatinq off-road equipment
45 yards and over; Load2r- overl:ead 6 yards to, but not
including 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9, HD 41, D-10; Remote control operator
on rabber tired earth moving equipment; Rollagon;
Scrapers-self propelled 45 yards and over; Slipform pavers;
T�ansporters, a'1 truck or track type
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 10
GROUF 2 - Barrier machine (zipper) ; Batcl: Plant Oneraor-
Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-overhead, bridge type-20 tons through 49
tons; Chipper; Concrete Pump-truck mount with boom
attachment; Crusher; Deck Engi�eer/Deck Winches (pow2r) ;
Drilling machine; Excavator, shovel, backhoe-3yards and
under; Finishing Machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Horizontal/directior.al drill
operator; Loaders-overhead under 6 yards; Loaders-plant
feed; Locomotives-all; Mechanics-all; Mixe�s-asphalt plant;
Motor patrol graders-finishing; Piledriver (other than
crane meunt) ; Roto-mill, roto-grinder; Screedman, spreader,
topside operator-Blaw Knox, Cedar_ Rapids, Jaeger,
Caterpillar, Barbar Green; Scraper-self propelled, hard
tail end dump, articulating off-ioad equipment-under 45
yards; Subgrade trimmer; Tractors, backhoes-over 75 hp;
Transfer material service machine-shuttle buggy, blaw
knox-roadtec; Truck crane oiler/driver-100 tons and over;
Truck Mount portable conveyor; Yo Yo Pay dozer
GROUP 3 - Conveyors; Crar:es-thru 19 tons with attachments;
A-frame crane over 10 tons; Drill oilers-aug2r type, truck
or crane mount; Dozers-D-9 and urider; Forklift-3000 lbs.
and over with attachments; Horizontal/directional drill
locator; Outside hoists- (elevators and manlifts) , air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loader-elevat�ng type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pumps-concrete; Roller, plant mix or multi-lift materials;
Saws-concrete; Scrpers-concrete and carry-all; Service
engineer-equipment; Trenching machines; Truck Crane
Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and
under
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete finish mahine-laser screed; Cranes-A frame-10 tons
and under; Elevator and Manlift-permanent or shaft type;
Gradechecker, Stakehop; Forklifts under 3000 lbs. with
attachments; Hydralifts/boom trucks, 10 tons and under; Oil
distributors, blower distribution and rnulch seeding
operator; Pavement breaker; Posthole digger, mechanical;
Power olant; Pumps, water; Rigger and Bell:nan; Roller-other
than plant mix; Wheel Tractors, farmall type;
Shotcrete/gunite equipment operator
WA160001 Modification 3 �
Federal Wage Determinations for Highway Construction -
. ,•., . .. .
Page � 11
Category B Projects: 95=� of the basic hourly reate for each
group plus full fringe benefits applicable to category A
projects shall apply to the following projects. A Reduced
rates may be paid on the following:
1 . Projects involving work on structures such as buildings
and bridges whose total value is less than $1 .5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. Marine projects (docks, wharfs, etc. ) less than $150, 000.
HANDLING OF HAZARDOUS WASTE MATERIALS:
Personnel in all craft classifications subject to working
inside a federally designated hazardous perimeter shall be
elgible for compensation in accordance with the following
group schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing
H-2 Class "C" Suit - Base wage rate plus $ .25 per hour.
H-3 Class "B" Suit - Base wage rate plus $ .50 per hour.
H-4 Class "A" Suit - Base wage rate plus $ .75 per hour.
Zone Differential (Add to Zone 1 rates) :
Zone 2 (26-45 radius miles) - $ .70
Zone 3 (Over 45 radius miles) - $1.00
BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton,
Wenatchee, Yakima
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 12
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP lAAA - Cranes-over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP lAA - Cranes 200 to 300 tons, or 250 ft of boom
(including jib with attachments) ; Tower crane over 175 ft in
height, base to boom
GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments) ; Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GRCUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft
of boom (including jib with attachments) ; Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building work;
Excavator, shovel, backhoes over 3 yards and under 6 yards;
Hard tail end dump articulating off-road equipment 45 yards
and over; Loader- overhead 6 yards to, but not including 8
yards; Mucking machine, mole, tunnel, drill and/or shield;
Quad 9, HD 41, D-10; Remote control operator on rubber tired
earth moving equipment; Rollagon; Scrapers-self propelled 45
yards and over; Slipform pavers; Transporters, all truck or
track type
GROUP 2 - Barrier machine (zipper) ; Batch Plar.t Operaor-
Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-overhead, bridge type-20 tons through 49
tons; Chipper; Concrete Pump-truck mount with boom
attachment; Crusher; Deck Engineer/Deck Winches (power) ;.
Drilling machine; Excavator, shovel, backhoe-3 yards a:�d
under; Finishing Machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Horizontal/directional drill
operator; Loaders-overhead under 6 yards; Loaders-plant feed;
Locomotives-all; Mechanics-all; Mixers-asphalt plant; Motor
patrol graders-finishing; Piledriv2r (other than crane
mount) ; Roto-mill, roto-grinder; Screedman, spreader, topside
operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar
Green; Scraper-self propelled, hard tail end dump,
articulating off-road equipment-under 95 yards; Subgrade
trimmer; Tractors, backhoes-over 75 hp; Transfer material
service machine-shuttle buggy, blaw knox-roadtec; Truck crane
oiler/driver-100 tons and over; Truck Mount portable
conveyor; Yo Yo Pay dozer
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 13
GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments;
A-frame crane over 10 tor.s; Drill oilers-auger tyne, truck or
crane mount; Dozers-D-9 and un�e�; Forklift-3000 lbs. and
over with attachmer.ts; Horizontal/directionai drill locator;
Outside hoists- (elevators and manlifts) , air tuggers, strato
tower bucket elevators; Hydralifts/boom trucks over 10 tons;
Loader-elevating type, belt; Motor patrol
grader-nonfinishing; Plar,t oiler- asphalt, crusher;
Pumps-cor.crete; Roller, plant mix or multi-lift mar.erials;
Saws-concrete; Scrpers-concrete ar.d carry-all; Service
engineer-equipment; Trenching r�achines; Truck Crane
Oi1er/Driver under 1C0 �ons; Tractors, backhoe 75 hp and under
GROUP 4 - Assistant Engineer; Bobcat; Broo:ns; Compressor;
Concrete finish manine-'aser screed; Cranes-A frame-10 tons
and under; Eievator and Manlift-permanent or s�aft type;
Gradechecker, Stakehop; Forklifts under 3000 lbs. witl-i
attachments; Hydralifts/boom trucks, 10 tons ar.d under; Oil
distributors, blower distribution and mulch seeding operator;
Pavement breaker; Posthole digger, mechanical; Power plant;
Pumps, water; Ri�ger ar.d Bellman; Roiler-other than plant
mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment
operator
CATEGORY B PROJECTS: 9�°; Or THE BASIC HOURLY RATE FOR EACH
GROJP PLUS FULL FRINGr BENEFITS APPLICABL� TO CATEGCRY A
PROJECTS SHALL APPI�Y TO THE FOLLOWING PROJErTS. REDUCED
RAI'ES MAY BE PAID ON THE FOLLOWING:
1. Projects invoiving work on structures such as buildings
and bridges whose total value is less than $1.5
million excluding mecnanical, electrical, and utility portions
of the contracr,
2. Projects of less than $1 million where no building is
invoived. Surfacing a:�d paving including, but
utilities er,cluded.
3. Marine projects (docks, wharfs, ect. ) less than $150, 000.
HP.NDLING OF HAZARDOUS WASTE MAiERIALS: Personnel in a11 craft
classifications subject to working inside a federally designed
hazardous perimeter shall be el.a�ble for compensation in
accordance with th2 following group schedule relative to t::e
level of hazardous waste as outlined i� Lhe specific hazardous
waste project site safety plan.
H-1 Base wage rate when on a hazardous waste site whe=� not
outfitted with protective clothing.
H-2 Class "C" Suit - Base wage rate plus $.25 per hour.
H-3 Class "B" Suit - Base wage rate plus 5.50 per hour.
H-4 Class "A" Suit - Base wage rate plus 5.75 per hour.
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 14
ENGI0370-002 06/O1/201�
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) ,
COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY,
FRANKLIN, GARFIELD, GRAVT, LINCOLN, OKANOGAN (EAST OF THE 120TH
MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN
AND YAKIMA (EAST Or THE 120TH MERIDIAN) COUNTIES
ZONE 1:
Rates Fringes
PCWER EQUIPMENT OPERATOR
GROUP i. . . . . . . . . . . . . . . . . . . . .$ 20.16 13.55
GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 2b.48 13.55
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 27.09 13.55
GROUP 4 . . . . . . . . . . . . . . . . . . . . .$ 27.25 13.55
GROUP 5. . . . . . . . . . . . . . . . . . . . .5 27.41 13.55
GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 2`7 .59 13.55
GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 2'7. 96 13.55
GROUP 8. . . . . . . . . . . . . . . . . . . . .$ 29.06 13.55
ZONE DIFFERFNTIAL (Add to Zone 1 rate) : Zone 2 - $2.00
Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;
Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Pasco,
Washington; Lewiston, Idaho
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROJP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or eiectric power) ; Deck
Hand; Firer�an & Heater Tender; Hydro-seeder, Mulcher,
Nezzleman; Oiler Driver, & Cab12 Tender, Mucking Machine;
Pumpman; Rollers, all types on subgrade, including seal and
chip coatings (farm type, Case, John Deere & similar, or
Compacting Vibrator) , except when pulled by Dozer with
operable blade; Welding Machine; Crane Oiler-Dri�rer (CLD
required) & Cable Tender, Mucking Machine
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 15
GROUP 2: A-frame Tr�:ck (sing�e drum) ; Assistant Refrigeration
Plant (under 1C00 ton) ; Assistant Plant Operator, Fireman
or Pugmixer (asphalt) ; Bagley or Stationary Scraper; Belt
Finishing Machine; Blower Operator (cement) ; Cement Hog;
Compressor (2000 CFM or over, 2 or more, gas diesel or
� electric power) ; Concrete Saw (mult�ple cut) ; Distribu�or
Leverman; Ditch Witch or similar; Elevator Hoisting
Materials; Dope Pots (power agitated) ; Fork Lift or Lumber
Stacker, hydra-lift & similar; Gin Trucks (pipeline) ;
Hoist, single drum; Loaders (bucket elevators and
conveyors) ; Longitudinal Float; Mixer (portable-conc�ete) ;
Pavement Breaker, Hydra-Hammer & similar; Power Broom;
Railroad Ballast Regulation Operator (self-prcpel].ed) ;
Railroad Power Tamper Operator (self-propelled) ; Railroad
Tamper Jack Operator (self-propelled; Spray Curing Machine
(concrete> ; Spreader Box (self-propelled) ; Straddle Buggy
(Ross & similar on construction job only) ; Tractor (rarm
type �/T with attachme:�t, except Backhoe) ; Tugger Operator
GROUP 3: A-frame Truck (2 or more drums) ; Assistant
Refrige=a�ion Plant & Chiller Operator (over 1000 ton) ;
Backfillers (Cleveland & si.milar) ; Batch Plant & Wet Mix
Operator, single unit (concrete) ; Belt-Cr�te Conveyors with
power pac'.{ or similar; Belt Loader (Kocal or similar) ;
Eending Machine; Bob Cat (Skid Steer) ; Boring Machine
(earth) ; Borinq t�lachine (rock under 8 inch bit) (Quarry
Master, Joy or similar) ; Bump Cutter (Wayne, Saginau or .
similar) ; Car.al Lining Machine (concrete) ; Chipper (without
crane) ; C�eaning & Doping Machine (pipeline) ; Deck
Engineer; Elevating Belt-type Loader (Euclid, Barber Green
& similar) ; Elevating Grader-type Loader (Dumor, Adams or
simiiar) ; Generator Plant Engineers (diesel or electric) ;
Gunnite Combination Mixer & Compressor; Locomotive
Engineer; P�lixermobil_e; Mucking Machine; Posthole Auqer or
Punch; Pump (grcut or jet) ; Soil Stabilizer (P & H or
similar) ; Spreade� Machine; Dozer/Tractor (up to D-6 or
equivalent) and Traxcavator; Traverse Finish Machine;
Turnhead Operator
GRCUP 4 : Concrete Pumps (squeeze-crete, flow-crete, pump-
crete, ��Thitman & similar) ; Curb Extruder (asphalt or
concrete) ; Drills (chur:�, core, calyx or diar.lond) ;
Equipment Serviceman; Greaser & Oiler; Hoist (2 or more
drums or Tower Hoist) ; Loaders (ov2rhead & fron`-end, under
4 yds. R/T) ; R.ef.r.igeration Plant Engineer (under 1000 ton) ;
Rubber-tired Skidders (R/T with or without attachments) ;
Surface Heate� & Plant Machir.e; Trenching Machines (under 7
ft. depth capacity) ; Turnhead (with re-scree:�inq) ; Vacuum
Drill (reverse circuiatior dr,_11 under 8 inch bit)
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 16
GROUP 5: Backhoe (under 45, 000 gw) ; Backnoe & Hoe Ram (under
3/9 yd. ) ; Carrydeck & Boom Truck (under 25 tons) ; Cranes
(25 tons & under) , all attachments including clamshell,
dragline; Derricks & Stifflegs (under 65 tons) ; Drilling
Equipment(8 inch bit & over) (Robbins, reverse circulation
& similar) ; Hoe Ram; Piledriving Fngineers; Paving (dual
drum) ; Railroad Track Liner Operaotr (self-propeiled) ;
Refrigeration Plant Eng�neer (1000 tons & over) ; Signalman
(Whirleys, Highline Hammerheads or similar) ; Grade Checker
GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches
& Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade
wire) ; Backhoe (45, 000 gw and over. to 110, 000 gw) ; Backhoes
& Hoe Ram (3/4 yd. to 3 yd. ) ; Batch Plant (over 4 units) ;
Batcn & Wet Mix Operator (multiple units, 2 & inr1. 4) ;
Blade Operator (motor patrol & attachments) ; Cable
Controller (dispatcher) ; Compactor (self-propelled with
blade) ; Concrete Pump Boom Truck; Concrete Slip Form Paver;
Cranes (over 25 tons, to and including 45 tons) , all
attachments including clamshe'_l, d�agline; Crusher, Grizzle
& Screening Plant Ooerator; Dozer, 834 R/T & similar; Drill
Doctor; Loader Operator (front-end & overhead, 4 yds. incl.
8 yds. ) ; Multiple Dozer Units with si�gle blade; Paving
Machine (asphalt and concrete) ; Quad-Track or similar
equipment; Rollerman (fir.ishing asphalt pavement) ; Roto
Mill (pavemert grinder) ; Scrapers, all, rubber-tired;
Screed Operator; Shovel (under 3 yds. ) ; Trenching Machines
(7 ft. depth & over) ; Tug Boat Operator Vactor guzzler,
super sucker; Lime Batch Tank Operator (REcycle Train) ;
Lime Brain Operator (Recycle Train) ; Mobile Crusher
Operator (Recycle Train)
GROiJP 7: Backhoe (over 110, G00 gw) ; Backhoes & Hoe Ram (3 yds
& over) ; Blade (finish & bluetop) Automatic, CMI, ABC,
Finish Athey & Huber & similar when used as automatic;
Cableway Operatcrs; Concrete Cleaning/Decontamination
machine operator; Crar.es (over 45 tons to but not including
85 tons) , all attachments including clamshell and dragine;
Derricks & Stiffleys (65 tons & over.) ; Elevating Belr
(Holland type) ; Heavy equipment robotics oper.ator; Loader
(360 degrees revolving Koehring Scooper or s_milar) ;
Loaders (overhead & front-end, over 8 yds. to 10 yds. ) ;
Rubber-tired Scrapers (muitiple engine with three or more
scrapers) ; Shovels (3 yds. & over) ; Whirleys & Hammerheads,
ALL; H.D. Mecharic; H.D. Welder; Hydraulic Platform
Trailers (Goidhofer, Shaurerly andSimilar) ; Ultra High
Pressure Wateriet Cutting Tool System Operator (30, 000
psi) ; Vacuum Blasting Machine Operator
WA160001 Modification 3 �
Federal Wage Determinations for Highway Construction �
' ` Page � 17
GR.OUP 8: Cranes (85 tons and over, and all climbing,
overhead,rail and tower) , all attacnments including
clamshell, dragline; Loaders (overhead and front-end, 10
yards and over) ; Helicopter Pilot
BOOM PAY: (All Cranes, Including Tower)
180 ft to 250 ft $ .50 over scale
Over 250 ft $ .80 over scale
NOTE:
In computing the length of the boom on Tower Cranes, they
s;�all be measured from the base of the Tower to the point
of the boom.
HAZMAT:
Anyone wo�king on HAZMAT jobs, working with supplied air
shall receive $1.00 an hour above classification.
----------------------------------------------------------------
ENGI0612-012 06/O1/2014
LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line
extending west from the northerri boundary of Wa'�kaikum County
to the sea) AND Ti-IURSTON COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUF SHALL BE 90� OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miies) :
Rates Fringes
POWER EQUIFMENT OFERATOR
GROUP lA. . . . . . . . . . . . . . . . . . .$ 38.39 17.40
GROUP 1P.A. . . . . . . . . . . . . . . . . .$ 38.96 17 .40
GROUP lAFA. . . . . . . . . . . . . . . . .$ 39.52 17.40
GROUP 1. . . . . . . . . . . . . . . . . . . . .5 37 .84 17.40
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 37.35 17.40
GROUF 3. . . . . . . . . . . . . . . . . . . . .$ 36.93 1"/ .40
GROUP 4 . . . . . . . . . . . . . . . . . . . . .$ 34 .57 17.40
Zone Differential (Add to Zone 1 rates) :
Zone 2 (26-45 radius miies) _ $1 .00
Zor.e 3 (Over 45 radius miles) - $1.30
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 18
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom
(iilcluding jib with attachMents)
GROUP lAA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
GROUP iA - Cranes, 100 tons thru ].99 tons, or 150 ft of boom
(including jib with attachments) ; Crar.e-over'�ead, bridge
type, 100 tons and over; Tower crane up tc 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-o yards and over with attachments
GROTIP 1 - Cableoray; Cranes 45 tons thru 99 tons under 150 ft
of boom (including jib with attacnments) ; Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulatinq off-road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9 HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers-
self-propelled 45 yards and over; Slipform pavers;
Transporters, all track or truck t.ype
GROJP 2 - Barrier machine (zipper) ; Batch Plant Operator-
concrete; Bump Cutter; Cra:�es, 20 tons thru 44 tons with
attachments; Crane-Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump-trtick mount �aith boom
attachment; Crusher; Deck engineer/deck winches (power) ;
Drilling machine; Excavator, shovel, backhoe-3 yards and
under; Finishing machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders-plant feed; Locomotives-all; Mechanics- all;
Mixers, asphalt plant; Motor patrcl graders, finishing;
Piledriver (other than crane mount) ; Roto-mill, roto-
grinder; Screedman, spreader, tops_de operator-Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper-self- propelled, hard tail end dump, articulating
off-road equipment- under 45 yards; Subgrader triruner;
Tractors, backhoe over 75 hp; Transfer material service
machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler/driver-100 tons and over; Truck Mount Portable
Conveycr; Yo Yo pay
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
` Page � 19
GROUP 3 - Conveyors; Cranes through 19 tons witn attachments;
Crane-A-frame over 10 tons; Drill oilers-auger type, truck
or cran2 mount; Dozer-D-9 and under; Forklift-3000 lbs. and
over with attachments; Horizontal/directional drill
locator; Outs:�le Hoists- (elevators and manlifts) , air
tuggers, strato tower bucket elevatcrs; Hydralifts/boom
trucks over 10 tons; Loaders-elevating type, belt; Motor
pa�rol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pump-Concrete; Roller, plant mix or multi-lfit materials;
Saws-concrete; Scrapers, concrete and carry all; Service
engineers-equipment; Trenching mach�nes; Truck crane
ei'er/driver under 100 tons; `�'ractors, backhoe under 75 hp
GROUF 4 - Ass�stant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine-laser screed; Cranes A-frame 10
tons and under; Elevator and manlift (permanent and shart
type) ; Forklifts-unde� 3000 lbs. with attachments;
Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and
under; Oil distributors, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
digger-mechanical; Power plant; Pumps-water; Rigger and
Beliman; Roller-other than plant mix; Wheel Tractors,
farmall type; Shotcrete/gunite equipment operator
FOOTNOTE A- Reduced rates may be paid on the fo'lcwing:
1. Projects involving work on structures such as buildings
and bridges whose tcta'_ va1Le is l.ess than $1.5 m��llion
excluding mechanical, electrical, and utility portions of
t:�e contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utiiities
excluded.
3. Marine projects (docks, wharfs, etc. ) less than 5150, 000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all
craft classificatior,s subject to working inside a federally
designated 'nazardous perimerer shall be elgible for
compensation in accordance with tYie tollowinq group
sc'�edule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plar.�.
I�-1 Base wage rate w:�en on a hazardous wasLe site wheri not
outfitted with protective clothi.ng, Class "D" Suit - Base
�aage rate plus S .50 per hour.
H-2 Class "C" Suit - Base wage rate plus $1.00 per hour.
H-3 Ciass "B" Suit - Base wage rate plus $1.50 per hour.
H-4 Class "A" Suit - Base wage rate plus $2.00 per hour.
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
P � ge � 20
ENGI0701-002 O1/O1/2015
CLARK, rOWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, ANll
WAHKIAKUM COUNTIES
POWER RQUIPMENT OPERATORS: ZONE 1
�ates Fringes
PO�nIER EQUIFMENT OPERATOR
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 39.47 19 .10
GROUP lA. . . . . . . . . . . . . . . . . . . .$ 41 .44 14 .10
GROUP 1B. . . . . . . . . . . . . . . . . . . .$ 43.42 14.10
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 37.58 14.10
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 36.94 14.10
GROUP 4 . . . . . . . . . . . . . . . . . . . . .$ 35.36 19 .10
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 34 .13 14 .10
GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 30.99 14.10
Zone Differential (add to Zone 1 rates) :
Zone 2 - $3.00
Zone 3 - $6.00
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 21
For the following metropolitan counties: MULTNOMAH;
c:LACKFIMAS; MARION; 'vVASHINGTON; YAMHILL; AND COLli2'iBIA;
CLAR:�; AND COWLITZ COUNTY, VdASHINGION WITH MODIFICAiIONS AS
INDICATED:
All jobs or projects lccated in MLltnomah, Clackamas and
Marior, Counties, West of the western boundary cf Mt. Hood
National Fo~�est and West of Mile Post 30 on Interstate 84
and West of Mile Post 30 on State Highway 26 and West of
Mile Post 30 on Highway 22 and all jobs or orojects located
in Yamhill County, Gdashington �ounty and Columbia County
and all jobs or porjects located in Clark & Cowlitz County,
Washington except that portion of Cowlitz County in the Mt.
St. Helens "Blast Zone" shall receive Zone I pay for all
classifications.
All jobs or prcjects located in the area outside the
identified boundary above, but less than 50 miles from the
Portland City Hall shall receive Zone II pay for all
classifications.
All jobs or projects located more than 50 miles from the
Portland City Hall, but outside the identified border
above, shall receive Zone III pay for all classifications.
For the following cities: ALIIANY; BEND; COOS BAY; EUGEPdE;
GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG
All jobs or projects located �aithin 30 miles of the
respective city hall of the above men�ioned cities shall
receive Zone I pay for all c'assifications.
All jobs or projects located more than 30 miles and less than
50 miles from the respective city hall of the above
mentioned cities sha'_1 receive Zone II pay for ali
class:ifications.
All jobs or projects located more than 50 miles from the
respective city hall of the above mentioned cities shall
receive Zone III pay for all classifications.
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 22
POWER EQUIPMENT CPERATORS CLASSIFICATIONS
Group 1
Concrete Batch Plan and or Wet mix three (3) units or more;
Crane, Floating one hundred and fifty (150) ton but less
than two hundred and fifty (250) ton; Crane, two hundred
(200) ton through two hundred ninety nine (299) �on with
two hundred foot (200' ) boom or less (including jib,
inserts ard/or attachments) ; Crane, ni:�ety (90) ton through
one hundred ninety nine (199) ton with over two hundred
(200' ) boom Including jib, inserts and/or attachmerts) ;
Crane, Tower Crane with one hundred seventy five foot
(175' ) tower or less and with less than two hundred foot
(200 ' ) jib; Crane, Whirley ninety (90) ton and over;
Helicopter when used in erecting work
Group lA
Crane, floating two hundred fifty (250) ton and over; Crane,
two hundred (200) }on through two hundred ninety nine
(299) ton, with over two hundred foot (200' ) boom
(including ;ib, inserts and/or attachments) ; Crane, three
hundred (300) ton through three hundred ninety nine (399)
ton; Crane, Tower Crane with over one hundred seventy five
foot (175' ) tower or over twc hur.dred foot (200' ) jib;
Crane, tower Crane on rail system or 2nd tower or moie in
work radius
Group 1B
Crane, three hundred (300) ton tllrough three hundred ninety
nine (399) ton, with over two hundred foot (20C' ) boom
(including jib, inser�s and/or attachments) ; Floating
craze, three hundred fifty (350) tor.• and over; Crane, four
hundred (400) ton and over
Group 2
Asphalt Plant (any type) ; Asphalt Roto-Mill, pavement
profiler eight foot (8' ) iateral c.ut and over; Auto Grader
or "Trimmer"; Blade, Robotic; Buildozer, Robotic Equipment
(any type) ; Bulldozer, over cne hundred twenty thousand
(120, 000) 1bs. and above; Cor.crete Batch Plant and/or Wet
Mix one (1) and two (2) drum; Concrete Diamond Head
Profiler; Canal Trimmer; Concrete, Automatic Siip Form
Paver (Assistant to the Operator r2quired) ; Crane, Boom
Tr��ck fifty (50) ton and with over one hundred fi�ty foot
(150' ) boom and over; Crane, Floating (derrick barge)
thirty (30) ton but less than one Y:undred fifty (150) ton;
Crane, Cableway twenty-five (25) ton and over; Crane,
Floating Clamshell three (3) cu. Yds. And over; Crane,
ninety (90) ton thrcugh one hundred nir.ety nine (199) ton
up to and including twc handred foot (200' ) of boom
(including jib inserts and/or attachments) ; Crane, fifty
(50) ton through eighty nine (89) ton with over one hundred
fifty foot (150' ) boom (including jib inserts and/or
attachments) ; Crar.e, Whirley under ninety (90) ton; Crusher
Plant; Excavator over one hundred thirty thousand (].30, OOC)
lbs. ; Loader one hundred twenty thousand (120,000) 'k�is. and
above; Re:note Controlled Earth Moving Equipment; Shovel,
Dragline, Clamshell, fi-ve (5) cu. Yds. And over; Underwater
Equipment remote or otherwise, when used in construction
work; Wheel Excavator any size
WA160001 Modification 3 '
Federal Wage Determinations for Highway Construction
. ,.. . ., i: , ....
� � Page � 23
Group 3
Bulidozer, ove� seventy thousand (7G, 000) lbs. up to and
including one hundred Cwenty thousand (120, 000) lbs. ;
Crane, Boom Truck fiity (50) ton and over with less than
one hundred fifty foot (150' ) boom; Crane, fifty (50) ton
through eighty r.ir.e (89) ron with one hundred fifty foot
(150' ) boom or less (including jib inserts and/or
attachments) ; Crane, Shovel, Dragline or Clamshell three
(3) cu. yds. but less than five (5) cu. Yds. ; Excavator
over eighty thousand (80,000) lbs. through or.e hundred
thirty tno�asa�d (130, 000) lbs. ; Loader sixty thousand
(60, 000) lbs. and less than one hundred twenty thousand
(120, 000) lbs.
Group 4
Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavemer.t
prcfiler, under eight foot (8 ' ) lateral cut; Asphalt,
Material Transfer Vehicl.e Operator; Back Filling Machine;
Backhoe, Robotic, track and wheel type up te and including
twenty thousand (20, OOC) lbs. wit'r� any attachments; Blade
(any type) ; Boatman; Boring Machine; Bulldozer over twenty
thousand (20, 000) ibs. and more than one hundred (100)
horse up to seventy thousand (70, 000) lbs. ; Cable-Plow (any
type) ; Cableway up to twenty five (25) ton; Cat Drill (John
Henry) ; Chippers; Compactor, multi-engine; Compactor,
Robotic; Comnactor with blade self-propelled; Concrete,
Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;
Concr2te, Paving Road Mixer; Concrete, Reinforced Tank
Banding Machine; Crane, Boom Truck twer.ty (20) ton and
under fifty (50) ton; Crane, Bridge Locomotive, Gantry and
Overhead; Crane, Carry Deck; Crane, Chicago Boom and
sim.ilar types; Crane, Der�ick Operator, under one hundred
(100) ton; Crane, Floating Clamshell, Draqline, etc.
Operator, under three (3) cu. yds. Or less thar thirty (30)
ton; Crane, ur,der fifty (5G) ton; Crane, Quick Tower under
one hur.dred foot (100' ) in height and less than one hundred
fifty foot (150' ) jib (on rail included) ; Diesel-Electric
Engineer (Plant or F�oating) ; Directional Drill over T_wenty
thousand (20, 000) lbs. pullback; Drill Cat Operator; Drill
Doctor and/or Bit Grinder; Drilier, Percussion, DiaMond,
Core, Cable, Rotary and similar type; Excavator Operator
over twenty thousand (20, 000) lbs. througr eighty thousand
(80, OOG) 1bs. ; Ger.erator Operator; Grade-all; �:�uardrail
Macnines, i.e. punch, auger, etc. ; Hammer Operator
(Piledriver) ; Hoist, stiff 1eg, guy derrick or similar
type, fifty (50) ton a�1d over; Hoist, two (2) drums or
more; Hydro Axe (loader mounted or similar type) ; Jack
Operator, Elevating Barges, Barge Operator, self-unloading;
Loader Operator, front end and overhead, twenty five
thousand (25, C00) 1bs. and less than sixty thcusand
(60, 000) lbs. ; Log Skidders; Piledriver Operator (not crane
type) ; Pipe, Bending, Clean-_ng, Doping and Wrapping
Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired
Dozers and Pushers; Scraper, al1 types; Side-Boom; Skip
Loader, Drag Box; Strump Grinder (loader mounted or simil.ar
type) ; Surface Heater and Plar�er; Tractor, .rubber-tired,
over fifty (50) HP Flywheel; Trenching Machine three foot
(3' ) depth and deeper; Tub Grinder (used for wood debris) ;
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 24
Tunnel Bo�ing Machine Mechanic; Tunnel, Mucking Machine;
Ultra High Pressure Water Jet Cutting Tool System Operator;
Vacuum Blasting Machine Operator; Water pulls, Water wagons
Group 5
Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt
mix) ; Asphalt, Roto-Mill pavement profiler ground ma:�;
Bulldozer, twenty thousand (20, 000) lbs. or less, cr one
hundred (100) horse or less; Cemerit Pump; Chip Spreading
Machine; Churn Drill and Earth Boring Machine; Compactor,
self-propelled without blade; Compressor, (any power) one
thousand two hundred fifty (1,250) cu. ft. and over, total
capacity; Concrete, Batch Plant Quality control; Concrete,
Combination Mixer and compressor operator, gunite work;
Concrete, Curb Mach�ne, Mechanical Berm, Curb and/or Curb
and Gutter; Concrete, Finishing Machine; Concrete, Grouting
Machine; Concrete, Internal Full Slab Vibrator Operator;
Concrete, Joint Machine; Concrete, Mixer single drum, any
capacity; Concrete, Paving Machine eight foot (8' ) or less;
Concrete, Planer; Concrete, Pump; Concrete, Pump Truck;
Concrete, Pumperete Operator (any type) ; Concrete, Slip
Form Pumps, power driven hydraul_c lifting device for
concrete forms; Conveyored Material Hauler; Crane, Boom
Truck under twenty (20) tons; Crane, Boom Type iifting
device, five (5) ton capacity or less; Drill, Directional
type less than twenty thousand (20,000) lbs. pullback; Fork
Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist
Operator, single drum; Hydraulic Backhoe track type up to
and including twenty thousand (20, 000) lbs. ; Hydraulic
Backhoe wheel type (any make) ; Laser Screed; Loaders,
rubber-tired type, less than twenty five thousand (25, 000)
lbs. ; Pavement Grinder and/or Grooving Machine (riding
type) ; Pipe, cast in place Fipe Laying Machine; Pulva-Mixer
or similar types; Pump Operator, more than five (5) pumps
(any size) ; Rail, Ballast Compactor, Regulator, or Tamper •
machines; Service Oiler (Greaser) ; Sweeper Self-Propelled;
Tractor, Rubber-Tired, fifty (50) HP flywhee� and under;
Trenching Machine Operator, maximum digging capacity three
foot (3' ) depth; Tunnel, Locomotive, Uinkey; Tunnel, Power
Jumbo setting slip forms, etc.
Group 6
Asphalt, Pugmill (any type) ; Aspr�alt, Raker; Asphalt, Truck
Mounted Asphalt Spreader, with Screed; Auger Oiler;
Boatman; Bobcat, skid steed (less than one (1) yard) ;
Broom, self-propelled; Compressor Operator (any power)
under 1,250 cu. ft. total capacity; Concrete Curing Machine
(ridina type) ; Concrete Saw; Conveyor Operator or
Assistant; Crane, Tugger; Crusher reederman; Crusher Oiler;
Deckhand; Drill, Directional Locator; Fork Lift; Grade
Checker; Guardrail Punch Oiler; Hydrographic Seeder
Machine, straw, pulp or seed; �?ydrostatic Pump Operator;
Mixer Box (CTB, dry batch, etc.) ; Oiler; Plant Oiler; Pump
(any power) ; Rail, Brakeman, Switchman, �Iotorman; Rail,
Tamping Machine, mechani.cal, self-propelled; R:gger; Roller
grading (not asphalt) ; Truck, Crane Oiler-Driver
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
� Page � 25
IRON0014-005 07/Ol/2Q15
ADAMS, ASCTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND CRIELLE, SPCKANE,
STEVENS, WALLA WALLA AND WhITMAN COUNTIES
Rates Fringes
IRCNWOP.KER. . . . . . . . . . . . . . . . . . . . . . .$ 32.76 23.19
----------------------------------------------------------------
IRON0029-002 C7/O1/2015
CLAP.K, COWLITZ, KLICKITAT, PACIFIC, SKAi�lANIA, AND WANKAIKUM
COUNTIES
Rates Fringes
TRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 34.12 23.04
----------------------------------------------------------------
IRGNC086-002 07/O1/2015
YAKIMA, KIT"_'ITE3S AND CHELAN COUNTIES
Rates Fringes
IRONWORKEP.. . . . . . . . . . . . . . . . . . . . . . .$ 32.76 23.19
----------------------------------------------------------------
IRON0086-004 C7/O1/2015
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEW�S, •
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES
Rates Fringes
IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 40.04 23.19
----------------------------------------------------------------
WA160001 Modification 3
, Federal Wage Determinations for Highway Construction
Page � 26
LAB00001-002 06/O1/2014
ZONE 1:
Rates Fringes
Laborers:
CALLAc�I, GRAYS HARBOR, ISLAND, 3EFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY
WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN) , PIERCE, SAN JUAN,SKAGIT,
SNOHOMISH,THUP.STON A�ID ��VHATCOM CO�NTIES
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 22.99 10.30
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 25.�'9 10.30
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 32.29 10.30
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 33.08 10.30
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 33.62 10.30
CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS AND YAKIMA
COUNTIES
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 18.95 10.30
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 2.1.76 10.30
GROUP 3. . . . . . . . . . . . . . . . . . . .S 23.85 10.30
GRCUP 4. . . . . . . . . . . . . . . . . . . .$ 24.43 10.30
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 24.85 10.30
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEFN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects withir. 25 �3CI1115 miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
- respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RFITES) :
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELADI, SUNNYSIDE, WEDIATCHEE, AND YAKIMA
ZONE 1 - Frojects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective ci�y
hall
'LONE DIFFERENTIAL (ADD TO ZONE 1 RPTES) :
ZONE 2 - $2.25
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 27
LABORERS CLASSIFICATIONS
GROUP ?: Lan�scaping and Planting; Watchman; Window
Was:�er/Cleaner (detail clean-up, such as but not limited to
cleaning floors, cei�ings, walls, windows, etc. , prior to
final acceptance by the owner)
GROUP 2: Batch Weighmar; Crusher Feeder; Fence Laborer;
Flagr�an; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutt2r; B�ush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or C=y Shack.;
Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete �orm Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material) ; Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Buiiders; Grout
Machine Tender; Grinders; G�ardrail Erector; Haza�dous
Waste Worker (Level C: uses a chemical "splash suit" and
air purifying respirator) ; Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site) ; Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs. ) ;
Clary Power Spreader; Co:�crete Dumoer/Cnute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac) ; Faller ar:d Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including pcst tension
beams; Hazardous Gdaste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical "splash suit") ;
High Scaler; Jackhammer; Laserbea�n Operator; Mar.hole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster) ; Pavement Breaicer; Pipe Layer and
Caulker; Pipe Pct Tender; Pipe Re�iner (not insert type) ;
Pipe Wrapper; Power Jacks; Railroad Spi;ce Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft) ;
Spreader (concrete) ; Tar.iper and Similar electric, air and
glas operated tooi; Timber Person-se�aer (lagger shorer and
cribber) ; Track Liner Pewar; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Pdor;cer; Miner; Mortarman and Hodcarrier;
Powdermar; Re-Timberman; Ha�ardous Waste Worker (Level A:
utilizes a fully encapsula�ed suit with a self-contained
breathing apparatus or a supplied air line) .
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 28
LAB00238-004 06/O1/20?4
PASCO AREA: ADAMS, BENTUN, COLUMBIA,DOUGLAS (East of 120th
Meridian) , FERRY, rRANKLIN, GRANT, OKANOGAN, WALLA WALLA
SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE,
STEVENS & WHITMAN COUNTIES
Rates Frinqes
LABORER (PASCO)
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 22.25 10. 95
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 24.35 10. 95
GRCUP 3. . . . . . . . . . . . . . . . . . . . .$ 24 . 62 10.95
GROUP 4 . . . . . . . . . . . . . . . . . . . . .5 24.89 10. 95
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 25. 17 10.95
LABORER (SPOKANE)
GROUP 1. . . . . . . . . . . . . . . . . . . . .S 21.95 10. 95
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 24.05 10.95
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 24 .32 10.95
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 24 .59 10.95
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 29 .87 10. 9�
Zone Diiferential (Add to Zone 1 rate) : $2.00
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office.
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 29
LABORERS CLASSIFICATIONS
GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic
Control Maintenance Laborer (to include erection and
maintenance of barricades, signs and relief of flagperson) ;
Window Washer/Cleaner (detail cleanup, such as, but not
limited to cleaning floors, ceilings, walls, windows, etc.
prior to final acceptance by the owner)
GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder;
Carpenter Tender; Cement Handler; Clean-up Laborer;
Concrete Crewman (to include stripping of forms, hand
operating jacks on slip form construction, application of
concrete curing compounds, pumperete machine, signaling,
handling the nozzle of squeezcrete or similar machine, 6
inches and smaller) ; Confined Space Attendant; Concrete
Signalman; Crusher Feeder; Demolition (to include clean-up,
burning, loading, wrecking and salvage of all material) ;
Dumpman; Fence Erector; Firewatch; Form Cleaning Machine
Feeder, Stacker; General Laborer; Grout Machine Header
Tender; Guard Rail (to include guard rails, guide and
reference posts, sign posts, and right-of-way markers) ;
Hazardous Waste Worker, Level D (no respirator is used and
skin protection is minimal) ; Miner, Class "A" (to include
all bull gang, concrete crewman, dumpman and pumperete
crewman, including distributing pipe, assembly & dismantle,
and nipper) ; Nipper; Riprap Man; Sandblast Tailhoseman;
Scaffold Erector (wood or steel) ; Stake Jumper; Structural
Mover (to include separating foundation, preparation,
cribbing, shorinq, jacking and unloading of structures) ;
Tailhoseman (water. nozzle) ; Timber Bucker and Faller (by
hand) ; Track Laborer (RR) ; Truck Loader; Well-Point Man;
All Other Work Classifications Not Specially Listed Shall
Be Classified As General Laborer
GROUP 3: Asphalt Roller, walking; Cement Finisher Tender;
Concrete Saw, walking; Demolition Torch; Dope Pot Firemen,
non-mechanical; Driller Tender (when required to move and
position machine) ; Form Setter, Paving; Grade Checker using
level; Hazardous Waste Worker, Level C (uses a chemical
"splash suit" and air purifying respirator) ; Jackhammer
Operator; Miner, Ciass "B" (to include brakeman, finisher,
vibrator, form setter) ; Nozzleman (to include squeeze and
flo-cre�e nozzle) ; Nozzlemar., water, air or steam; Pavement
Breaker (under 90 lbs. ) ; Pipelayer, corrugated metal
culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy
Operator; Power Tool Operator, gas, electric, pneumatic;
Railroad Equipment, power driven, except dual mobile power
spiker or puller; Railroad Power Spiker or Puller, dual
mobile; Rodder and Spreader; Tamper (to include operation
of Barco, Essex and similar tampers) ; Trencher, Shawnee;
Tugger Operator; Wagon Drills; Water Pipe Liner;
Wheelbarrow (power driven)
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 30
GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush
Machine (to include horizontal construction joint cleanup
brush machine, power propelled) ; Caisson Worker, free air;
Chain Saw Operator and Faller; Concrete Stack (to include
laborers when laborers working on free standing concrete
stacks for smoke or fume control above 40 feet high) ;
Gunite (to include operation of machine and nozzle) ;
Hazardous Waste Worker, Level B (uses same respirator
protection as Level A. A supplied air line is provided in
conjunction with a chemical "splash suit") ; High Scaler;
Laser Beam Operator (to include grade checker and elevation
control) ; Miner, Class C (to include miner, nozzleman for
concrete, laser beam operator and rigger on tunnels) ;
Monitor Operator (air track or similar mounting) ; Mortar �
Mixer; Nozzleman (to include jet blasting nozzleman, over
1,200 lbs. , jet blast machine power propelled, sandblast
nozzle) ; Pavement Breaker (90 1bs. and over) ; Pipelayer (to
include working topman, caulker, collarman, jointer,
mortarman, rigger, jacker, shorer, valve or meter
installer) ; Pipewrapper; Plasterer Tender; Vibrators (all)
GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker,
Level A (utilizes a fully encapsulated suit with a
self-contained breathing apparatus or a supplied air line) ;
Miner Class "D", (to include raise and shaft miner, laser
beam operator on riases and shafts)
----------------------------------------------------------------
LAB00238-006 06/O1/2014
COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON,
CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT,
LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA,
WHITMAN
Rates Fringes
Hod Carrier. . . . . . . . . . . . . . . . . . . . . .$ 24.32 10. 95
----------------------------------------------------------------
LAB00335-001 06/O1/2013
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE
MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY
WEST TO THE PACIFIC OCEAN) , SKAMANIA AND WAHKIAKUM COUNTIES
R.ates Fringes
Laborers:
ZONE 1:
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 28. 65 10.05
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 29.25 10.05
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 29. 69 10.05
GROUP 4 . . . . . . . . . . . . . . . . . . . .$ 30.07 10.05
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 26. 15 10.05
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 23.73 10.05
GROUP 7. . . . . . . . . . . . . . . . . . . .$ 20.53 10.05
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
' Page � 31
Zone Differential (Add to Zcne 1 rates) :
Zone 2 $ 0.65
Zcne 3 - 1.15
Zone 4 - 1.70
Zone � - 2.75
BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city all.
ZONE 2: More than 30 miles but less than 40 miles froM the
respective city hall.
ZONE 3: More than 4C miles but less than 50 miles fro�n the
respective city nall.
ZONE 4 : More than 50 miles but iess than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from tne respective city ha11.
LABORERS CLASSIFICATIONS
GROUP 1 ; Asphalt Plant Laborers; Asphalt Spreaders; Batch
Weighman; Broomers; Brush Burn2rs and Cutters; Car and
Truck Loaders; Carpenter Tender; Change-House Man or Dry
Shack Man; Choker Setter; Clean-up Laborers; Curing,
Concrete; Demolition, Wreckir�g and Moving Laborers;
Dumpe*-s, road oiling crew; Dumpmen (f.or grading crew) ;
Elevator Feeders; Median Rail Reference Post, Guide Post,
Right of Way Marker; Fine Graders; Fire Watch; Form
Strippers (not swinging stages) ; General Labo�ers;
Hazardous 6ti'aste Worker; Leverman or Aggregate Spreader
(Flaherty and similar types) ; Loading Spctters; Material
Yard Man (including electrical) ; Pittsburgh �hipper
Operator or Similar Types; R.ailroad Track Laborers; Ribboil
Setters (including steel forms) ; Rip Rap Man (har.d placed) ; •
Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers;
Spraymen; Stake Chaser; Stockpiler; Tie Back Shorir.g;
Timber Faller and Bucker (hand labor) ; Toolroom Man (at job
site) ; Tunnel Bullgang (above ground) ; Weight-Man- Crusher
(aggregate when used)
GROUP 2: Applicator (includi:�g pot power tender for same) ,
applying nrotective material by 1-hand or nozzle on utility
lines or storage tanks on project; Brush Cutters (power
saw) ; Burners; Choker Splicer; Clary Power Spreader and
similar types; Clean- up Nozzleman-Green Cutter (concrete,
rock, etc. ) ; Concrete Power Buggyman; Concrete Laborer;
Crusher Feeder; Demo'_ition and Wrecking Charred Ma�erials;
Gunite Nozzleman Tender; Gunite or Sand Blasting Pot
Tender; Handlers or Mixers of all Materials of an
irritating nature (including cement and lime) ; Tco1
Operators (includes but not limited to: Dry Pack Machine;
Jack;ammer; Chipping Guns; Paving Breakers} ; Pipe Doping
and Wrapping; Post Hole Digger, air, gas or electric;
Vibrating Screed; Tampers; Sand Biasting (Wet) ;
Stake-Setter; Tunn21-Muckers, I3rakemen, Concrete Crew,
Bullgang (underground)
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 32
GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill
Operators, air tracks, cat drills, wagon drills,
rubber-mounted drills, and other similar typ2s including at
crusher p'an�s; Gunite Nozzleman; High Scalers, Strippe�s
and Drillers (covers work in swingir.g stages, chairs or
belts, under extreme conditions unusual to normal driiling,
blasting, barring-down, or sloping ar.d stripping) ; Mar.hole
Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power
Saw Operators (Bucking and Faliing) ; Pumperete Nozzlemen;
Sand Blasting (Dry) ; Sewer Timberman; Track Liners, Anchor
Machines, Ballast Regulators, Multiple Tampers, Power
Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and
Timbermen; Vibrator; Water Blaster
GROUP 4: Asphalt Raker; Concrete Saw Cperator (walls) ;
Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam
(pipelaying)-applicable when employee assigned to move, set
up, align; Laser Beam; Tunnel Miners; Motorman-Dinky
Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel
GROUP 5: Traffic Flaggers
GROUP 6: Fence Builders
GROUP 7: Landscaping or Planting Laborers
----------------------------------------------------------------
LAB00335-019 09/O1/2013
Rates Fringes
Hod Carrier. . . . . . . . . . . . . . . . . . . . . .$ 30.97 10.05
----------------------------------------------------------------
PAIN0005-002 07/0�/2015
STATEWIDE EXCEFT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) ,
SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Painters:
STRIPERS. . . . . . . . . . . . . . . . . . . .$ 27.49 14 .09
----------------------------------------------------------------
PAIN0005-004 03/G1/2009
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AIvD
WHATCOM COUNTIES
Rates Frir.ges
PAINTER. . . . . . . . . . . . . . . . . . . . . . . . . .$ 20.82 7.44
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction ,
Page � 33
PAIN0005-006 07/O1/2015
ADAP�IS, ASOTiN; BENTON AND E'RANKLIN (EXCEPT HANFOP.D SI'I'E) ;
CHELAN, CULUMBIA, DOliGLAS, FERRY, GARFIELD, GRANT, KITTITAS,
LINCOLN, OKANOGAN, PFND OREILLE, SPOKANE, STEVENS, WALLA WALLA,
WHITMAN AND YAKIMA COLNTIES
Rates Fringes
PAINTER
Application of Cold Tar
Products, Epoxies, Polyure
thanes, Acids, Radiaticn
Resistant Material, Water
and Sandblasting. . . . . . . . . . . .$ 28. 15 10.35
Over 30'/Swing Stage Work. .$ 22.20 7.98
Brush, Roller, Striping,
Steam-cleaning and Spray. . . .$ 23.05 10.85
Lead Abatement, Asbestos
Abatement. . . . . . . . . . . . . . . . . . .5 21.�0 7.98
*$.70 shali be paid over and above the basic wage rates
listed for work cn swing stages and high work of over 30
feet.
----------------------------------------------------------------
PAIN0055-003 10/O1/2015
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM
COUNTIES
Rates Fringes
PAINTER
Brush & Roller. . . . . . . . . . . . . .$ 22 .97 9.85
High work - All work 60
ft. or higher. . . . . . . . . . . . . . .$ 23.72 9.85
Spray and Sandblastir.g. . . . . .$ 23.57 9.85
----------------------------------------------------------------
PAIN0055-006 11/Oi/2014
CLARK, �OWLITZ, KLICKITAT, SKAMANIA and "WAHKIAKUM COL'�IT=ES
Rates Fringes
Painters:
HIGHWAY & PARKING LOT
STRiPER. . . . . . . . . . . . . . . . . . . . .$ 33.43 11.08
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 34
PLAS0072-004 06/O1/2015
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND
ORE�LLE, SPOKANE, STEV�NS, WALLA WALLA, WHITMAN, AND YAKIMA
COUNTIES
Rates Fringes
CEMENT MASON/CUNCRETE FINISHER
ZONE 1. . . . . . . . . . . . . . . . . . . . . .$ 27.01 12.59
Zone Differential (Add to Zone 1 rate) : Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Lewiston; W2natchee
Zone 1 : 0 - 45 radius miles from tne main post office
Zone 2: Over 45 radius miles from the main post office
----------------------------------------------------------------
PLAS0528-001 06/O1/2015
CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WAHiCIAKUM AND WI'ATCOM COUNTIES
Rates Fringes
CEMENT MASON
CEMENT MASON. . . . . . . . . . . . . . . .$ 38.52 15.43
COMPOSITION, TROWEL
MACHINE, GRINDER, POWER
TOOLS, GUNNIT� NOZZLE. . . . . . .$ 39.02 15.43
TROWLING MACHINE OPERATOR
ON COMPOSITION. . . . . . . . . . . . . .$ 39.02 15.43
----------------------------------------------------------------
PLAS0555-002 06/O1/2015
CLARK, KLICKITAT AND SKA�IANIA COUNTIES
ZONE 1 :
Rates Fringes
CEMENT MASON
CEMENT MASONS DOING BOTH
COMPOSITION/POWER �
MACHINERY AND
SUSPENDED/HANGING SCAFFOLD. .$ 30.�8 18.18
CEMENT MASONS ON
SUSPENDED, SWINGING AND/OR
HANGING SCAFFOLD. . . . . . . . . . . .$ 3U.58 18.18
CEMENT MASONS. . . . . . . . . . . . . . .$ 29. 98 18.1�3
COMPOSITION WORKERS AND
POWER MACfIINERY OPERATORS. . .$ 31 .18 la.ia
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 35
Zone Differential (Add To Zone 1 Rates) :
Zone 2 - $O.b5
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 3.00
BASE POINTS: BEND, COF.VALLiS, EUGENE, M�llF'ORD, PORTLANU,
SALEP�1, THE DALLES, VANCOUVER
ZONE l: Projects with_n 30 miles of the respective city hali
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respect'_ve city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city ha11.
ZONE 5: More than 80 miles from the respective city hall
----------------------------------------------------------------
TEAM0037-002 C6/O1/2014
CLARK, COWLITZ, KLICKITAT, PACI�'IC (South of a straight line
made by extending the north boundary line of Wahkiakum County
west to the Pacific Ocean) , SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Truck drivers:
ZONE 1
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 26.90 14.37
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 27.02 14.37
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 27.15 14.37
GROUP 4 . . . . . . . . . . . . . . . . . . . .$ 27.41 14 .37
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 27.03 14.37
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 27.i9 14.37
GROUP 7. . . . . . . . . . . . . . . . . . . .$ 27.99 14 .37
Zone Differential (Add to Zone 1 Rates) :
Zone 2 - $0.65
Zor:e 3 - 1 .15
Gone 4 - 1..70
2one 5 - 2.75
BASE POINTS: ASTORIA, THE DALLES, LGNGVIEW AND VANCOUVER
ZONE i: Projects witr.in 30 miles or the respective city
hall.
ZONE 2: More than 30 miles but less than 40 miles f�om the
respective city hall.
ZONr� 3: More than 90 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than ^00 m�les from the
respective city ha] l..
ZONE 5: More than 80 miles from the respective city hall.
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 36
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: A Frame or Hydra lifrt truck w/load bearing
surface; Articulated Dump Truc;c; Battery Rebui�ders; Bus or
Manhaul Driver; Concrete Buggies (power operated) ; Concrete
Pump Truck; Dump Trucks, side, end and bottom dumps,
including Semi Trucks and Trains or combinations there of:
up to and including 10 cu. yds. ; Lift Jitneys, Fork Lifts
(all sizes in loading, unioadi:�g and transporting material
on job site) ; Loader and/or Leverman on Concrete Dry Batch
Plant (manually operated) ; Pilot Car; Pickup Truck; Solo
Flat Bed and misc. Body Trucks, 0-i0 tons; Truck Tender;
Truck Mechar.ic Tender; Water Wagons (rated capacity) up to
3,000 gallons; Transit Mix and Wet or Dry Mix - 5 ci:. yds.
and under; Lubr_cation Man, Fuei Truck Driver, Tireman,
Wash Rack, Steam Cleaner or combir.ations; Team Driver;
Slurry Truck Driver or Leverman; Tiremar,
GROUP 2: Boom Truck/Hydra-lift or Retracting Crane;
Challenger; Dumpsters or similar equipment all sizes; Dump
Trucks/Articulated Dumps 6 cu to 10 cu. ; Flaherty Spreader
Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer
o� doubles transporting equipmert or wet or dry materials;
Lumber Carrier, Driver-Straddle Carrier (used in loading,
unloading and transporting of materials on job site) ; Oil
Distributor Driver or Leverman; Transit mix and wet or dry
mix trcuks: over 5 cu. yds. and including i cu. yds. ;
Vacuum Trucks; Water truck/Wagons (rated capacity) over
3, 000 to 5, 000 gallons
GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks,
side, end and bottom dumps, including Semi Trucks and
Trains or combi�ations thereof: over 10 cu. yds. and
includinq 30 cu. yds. includes Articulated Dur�p Trucks;
Self-Propelled Street Sweeper; Transit mix and wet or dry
mix truck: over 7 cu yds. and including 11 cu yds. ; Truck
Mechanic-Welder-Body Repairman; Utility and Clean-up Truck;
Water Wagons (rated capacity) over 5, 000 to 10,000 gallons
GROUP 4: Asphalt Burner; Dump Trucks, side, end and botLom
cumps, including Semi-Trucks and Trains or combinations
thereof: over 30 cu. yds. and inc:lud�r.g �0 cu. yds.
includes Articulated Dump Trucks; Fire Guard; Transit Mix
and Wet or Dry Mix Trucks, over l.l cu. yds. and including
15 cu. yds. ; Water Wagon (rated ca�acity) over 10, 000
gallons to 15, 000 gallons
GROUP 5: Composite Crewman; Dump Trucks, side, end and
bottom dumps, including Semi Trucks ar,d Trains or
combinations thereof: over 50 cu. yds. and including 60 cu.
yds. includes Articulated Dump Trticks
GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre-Batch
concrete Mix Trucks; Dump trucks, side, end and bottom
dumps, including Semi Trucks and Trains of combinations
thereof: over 60 cu. yds. and including 80 cu. yds. , and
includes Articulated Dump Trucks; Skid Truck
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
. . r . . .. � �.V
• Page � 37
GROUP 7: Dump Trucks, side, e:1d and bottom du7:ps, including
Semi Trucks and Trains or combinations thereof: over 80 cu.
yds. and incl_uding 100 cu. yds. , includes Articulated Dump
Trucks; Industrial Lift Truck (mechanical tailgate)
----------------------------------------------------------------
* TEAM0179-001 06/O1/2015
CLALLAM, GRAYS HARBOP., ISLAND, JErFERSON, KING, KITSAP, LEGv'IS,
MASON, PACIFIC (Nortr. of a straight line made by extending the
north boundary line of GJa�kiakum County west to the Pacific
Ocean) , PIERCE, SAN JUAN, SKAGIT, SNGHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
Truck drivers:
ZONE A:
GROUP 1: . . . . . . . . . . . . . . . . . . .$ 32.18 17.27
GROUP 2: . . . . . . . . . . . . . . . . . . .$ 31.34 17 .27
GROUP 3: . . . . . . . . . . . . . . . . . . .$ 28.53 17 .27
GROUP 4: . . . . . . . . . . . . . . . . . . .$ 23.56 17.27
GROUP 5: . . . . . . . . . . . . . . . . . . .$ 31.73 17.27
ZONE B (25-45 miles from cen�er of listed cities*) : Add $.70
per hour to Zone A ra�es.
ZONE C (over 45 miles from centr of listed cities*) : Add
$1 .00 per hour to Zone A rates.
*Zone pay will be calculated f.rom the city center of the
following listed cities:
BELLINGHAM CENTRALIA RAYMOND OLYMPIA
EVERETT SH�LTON ANACORTES BELLEVUE
SEATTLE PORT ANGELES MT. VERNON KENT
TACOMA PORT TOWNS�ND ABERDEEN BREMERTON
TRiTCK DRIVEP.S CLASSIFICATIONS
GROUP 1 - "A-frame or �3ydralift" trucks and Boom trucks or
sim�lar equ�prne�t when "A" frame or "Hydrali.ft" and Boom
truck or similar equipment is used; Buggymobile; Bulk
CemenL Tanker; Dumpsters and similar equipmer.t,
Tournorockers, Tournowagon, Tournotrailer, Cat GW series,
Terra Cobra, Le Tourneau, Westinghouse, I�thye Wagon, Euciid
Two and Fcur-Wheeled power �ractor with trailer and similar
top-load2d equipment transport=ng material: Dump Trucks,
side, end and bettom duMp, including semi-trucks and trains
or combinations thereof with 16 yards to 30 yards capacity:
Over 30 yards $.15 per hour additional f.or each 10 yard
increment; Explos�ve Truck (field mi.x) and similar
equipment; Hyster Operators (ha:ldling bulk loose
aggregates) ; Lo�abed and �ieavy Duty Trailer; Road Oil
Distributor Driver; Spreader, Flaherty Transit mix used
exclusively in heavy construction; Water U7agon and Tank
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 38
Truck-3, 000 gallons and over capacity
GROUP 2 - Bulllifts, or simil.ar equipment used in loading or
unlcading trucks, transporting materials on job site;
Dumpsters, and similar equipment, Tournorockers,
Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra,
Le Tourneau, Westinghouse, Athye wagon, Euclid two and
four-wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations �hereof with less than 16 yards capacity;
Flatbed (Dual Rear Axl2) ; Grease Truck, Fuel Truck,
Greaser, Battery Service Man and/or Tire Service Man;
Leverman and loader at bunkers and batch plants; Oil tank
transport; Scissor truck; Slurry Truck; Sno-Go and similar
equipment; Swampers; Straddler Carrier (Ross, Hyster) ar,d
similar equipment; Team Driver; Tractor (small,
rubber-tired) (when used within T2amster jurisdiction) ;
Vacuum truck; Water Wagon and Tank trucks-less than 3, 000
gallons capacity; Winch Truck; Wrecker, Tow truck and
similar equipment
GROUP 3 - Flatbed (single rear axle) ; Pickup Sweeper; Pickup
Truck. (Adjust Group 3 upward by $2.00 per hour for onsite
work only)
GRCUP 4 - Escort or Pilot Car
GROUP 5 - Merhanic
HAZi�IAT PROJECTS
Anyone working on a f?AZMAT job, where HAZMAT certification is
required, shall be compensated as a premium, in addition to
the classification working in as follows:
LEVEL C: +$.25 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B: +$.50 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical "splash suit."
LEVEL A: +$.75 per hour - This level utilizes a fully-
encapsulated suit with a self-contained breathing apparatus
or a supplied air 1ine.
-------------=--------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction �
Page � 39
TEx�o6ao-oo4 oi�oi�2oi4
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPCKANE, STEVENS, WALLA WAL,LA, WHITMAN AND YAF:IMA
COUNTIES
Rates Fringes
Truck dr-vers: (AREA 1: SPOKANE ZONE C�NTER: P.dams,Chelan, Douglas, Ferry,
Grant, Kittitas, Lincoln, Okanogan, Fen Oreille,Spokane, Stevens, and Whitman
Counties
AREA l: LEWISTON ZONE CENT�R:
Asotin, Columbia, and Garfield Count�es
AR�A 2: PASCO ZUNE CENTER:
Benton, Franklin, Walla Walla and Yakima Counties
AREA 1:
GROUP 1 . . . . . . . . . . . . . . . . . . . .$ 20.17 15.19
CROUP 2. . . . . . . . . . . . . . . . . . . .$ 22.44 15.19
GRCUP 3. . . . . . . . . . . . . . . . . . . .$ 22. 94 15.i9
GROJP 4. . . . . . . . . . . . . . . . . . . .$ 23.27 15.19
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 23.38 15.19
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 23.55 15.19
GRCtiP 7. . . . . . . . . . . . . . . . . . . .$ 24 .08 15.19
GROUP 8. . . . . . . . . . . . . . . . . . . .$ 24.44 15.19
AREA 2
GP.CUP 1. . . . . . . . . . . . . . . . . . . .$ 21.77 15.19
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 29 .31 15.19
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 24 .42 15.19
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 29 .75 15.19
GROUP �. . . . . . . . . . . . . . . . . . . .$ 24 .�6 15.19
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 25.02 15.19
GROUP 7. . . . . . . . . . . . . . . . . . . .$ 25.56 15.19
GROUP 8. . . . . . . . . . . . . . . . . . . .$ 25.88 15.19
Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00)
BASE PCIi�TS: Spokane, Pasco, Lewiston
Zone 1 : 0-4� radius miles from the main post office.
Zone 2: Outside 45 radius miles fr_om the main post office
TRUCK DRIVERS CLASSIFIC.ATIONS
GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power
Boat Haulir�g Empioyees or Material
GROUP 2: Fish Tr�ack; Flat Bed Truck; Fork Lift (3000 lbs. and
under) ; Leverperson (loading trucks at bunkers) ; Trailer
Mounted Hydro Seeder and Mulcher; Seeder & Mulcher;
Stationary Fue1 Opera`or; Tractor (small, rubber-tired,
pulling trailer or similar equipment)
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 40
GROUP 3: Auto Crane (2000 lbs. capacity) ; Buggy Mebile &
Similar; Bulk Cem2nt Tanics & Spreader; Dumptor (6 yds. &
under) ; Flat Bed Truck with Hydraullic System; Fork Lift
(3001-16,000 lbs. ) ; Fuel Truck Griver, Steamcleaner &
Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo;
Scissors Truck; Slurry Truck Driv?r; Straddle Carrier
(Ross, Hyster, & similar) ; Tireperson; Transit Mixers &
Truck Hauling Concrete (3 yd. to & including 6 yds. ) ;
Trucks, side, end, bottom & articulated end dump (3 yards
to and including 6 yds. ) ; Warehouseperson (to include
shipping & receiving) ; Wrecker & Tew Truck
GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser;
Trucks, side, end, bottom & articulated end dump (over o
yards to and including 12 yds. ) ; Truck Moun�ed Hydro
Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons)
GROUP 5: Dumptor (over 6 yds. ) ; Lowboy (50 tons & ander� ;
Self- loading Roll Off; Semi-Truck & Trailer; Tractor with
Steer Trailer; Transit Mixers and Trucks Hauling Concrete
(over 6 yds. to and including 10 yds. ) ; Trucks, side, end,
bottom and er.d dump (over 12 yds. ro & including 20 yds.) ;
Truck-Mounted Crane (with load bearing surface either
mounted or pulled, up to 14 ton) ; Vacuum Truck (super
sucker, guzzler, etc. )
�ROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift
(over 16, 000 lbs. ) ; Durr,ps (Semi-end) ; Mechanic (Field) ;
Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers &
Trucks Haulir.g Concrete (over 10 yds. to & including 20
yds. ) ; Trucks, side, end, bo*tom and articulated end dump
(over 20 yds. to & including 40 yds. ) ; Truck and Pup;
Tournarocker, DWs & similar with 2 or more 4 wheel-power
tractor with trailer, gallonage or yardage scaie, whichever
is greater Water Tank Truck (8, OOi- 14, 000 ga�lons) ;
Lowboy(over 50 tons)
GROUP 7: Oil Distributor Driver; Stringer Truck (cable
oeprated trailer) ; Transit Mixers & Trucks Hauling Concrete
(over 20 yds. ) ; Truck, side, er.d, bottom end dump (over 40
yds. to & includi:�g 100 yds. ) ; Truck Mounted Crane (with
load bearing surface either mounted cr pulled (16 through
25 tons) ;
GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end,
bottom and articulated end dump (over 100 yds. ) ; Helicopter
Pilot Hauling Employees or Mater�als
Footnote A - Anyone working on a HAZMAT job, where i�AZN�T
certi.fication is required, shall be compensa~ed as a
premium, in additon to the classification working in as
follows:
LEVEL C-D: - $.50 PER HOUR (This i.s the lowest level of
protection. This level may use an air purifying respirator
or additionai protective clothing.
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 41
LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction
with a chemical spash suit or fully encapsulated suit with
a self-contained breathing apparatus.
Employees shall be paid Hazmat pay in increments of four(4)
and eight(8) hours.
NOTE:
Trucks Pulling Equipment Trailers: shall receive $. 15/hour
, over applicable truck rate
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii) ) .
----------------------------------------------------------------
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
ci�ed type (s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of "ident�fiers" that indicate whether the particular
rate is a union rate (current union negotiated rate for local) ,
a survey rate (weighted average rate) or a union averaqe rate
(weighted union average rate) .
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than "SJ" or
"UAVG" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/O1/2014 . PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
class'fication, whi��h in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e. , Plumbers Loca1 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/O1/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 42
Survey Rate Identifiers
Classifications listed under the "SU" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on ali the rates reported in tne survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014 . SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that ider,tifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier ir.dicate
that no single majority rate prevailed for those
classifications; however, 100� of the data reported for the
classifications was union data. EXAr1PLE: UAVG-OH-0010
08/29/2019 . UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The rext number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
----------------------------------------------------------------
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 43
WAGE DETERMINATION APPEALS PROCESS
1 . ) Has there been an initial decision in the matter? This can
be.
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If tY:e response from this initial
contact is not satisfactory, then the process described in 2. )
and 3. ) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Bra:�ch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Div�sion
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2. ) If the answer to the question in 1. ) is yes, then an
inte�ested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
Page � 44
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc. ) that the requestor considers relevant to the issue.
3. ) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board) . Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
-------------------- ----------------------------�----------------
----------------------------------------------------------------
END OF GENERAL DECISION
WA160001 Modification 3
Federal Wage Determinations for Highway Construction
ADDENDiJM NO. 1
To Contract Documents
For
Austin Drive Pavement Preservation (Federal Aid Project#STPUS-6639(001)
Page 1 of 1 Issued: August 2, 2016
Contents: This Addendum No. 1 contains revision to the Proposal. Revisions are made by re-
issuing a specification page, plan sheet, OR by directing a change in writing. All revisions are
listed below; bidders are cautioned to check the addendum contents carefully for the presence of
all listed revisions.
Distribution: This Addendum No. 1 is distributed to all planholders of record by e-mail to e-
mail addresses or facsimile to numbers given when documents were purchased. The planholder
will be asked to confirm receipt when e-mailed.
Integration: The following changes, additions, deletions and attachments are hereby made a
part of the Contract Documents for Austin Drive Pavement Preservation Proiect as fully and
completely as if the same were fully set forth therein.
Acknowledgment of Receipt of Addendum: All prospective bidders are instructed to
incorporate this revision into their bids and to acknowledge receipt of the Addenda in the
Proposal. Failure to do so may result in the Bid being rejected as not responsive.
Enclosures to Addendum 1: Proposal.
REVISIONS TO PROPOSAL
Replace the Proposal in the Contract Documents with the attached.
B
Gus Brandon Garcia
Project Manager
City of Bremerton
- END OF ADDENDUM NO. 1 -
ADDEI�ID�JM NO. 2
To Contract Documents
For
Austin Drive Pavement Preservation (Federal Aid Project#STPUS-6639(001)
Page 1 of 1 Issued: Augast 3, 2016
Contents: This Addendum No. 2 contains revisions to the contract documents, including the
Notice Inviting Bids, Proposal, Plans, and the Special Provisions. Revisions are made by re-
issuing a specification page, plan sheet, OR by directing a change in writing. All revisions are
listed below; bidders are cautioned to check the addendum contents carefully for the presence of
all listed revisions.
Distribution: This Addendum No. 2 is distributed to all planholders of record by e-mail to e-
mail addresses or facsimile to numbers given when documents were purchased. The planholder
will be asked to confirm receipt when e-mailed.
Inte�ration: The followin� changes, additions, deletions and attachments are hereby made a
part of the Contract Documents for (Austin Drive Pavement Preservation Proiect) as fully and
completely as if the same were fully set forth therein.
Acknowledeenent of Receipt of Addendum: All prospective bidders are instructed to
incorporate this revision into their bids and to acknowledge receipt of the Addenda in the
Proposal. Failure to do so may result in the Bid being rejected as not responsive.
Enclosures to Addendum 2: Plan Sheet PP1
REVISIONS TO PLANS
Item: 1
Page: Sheet 21
Description: Add permanent signing(sign W17-1) to sheet PP1 for speed hump advanced
warning
REVISYONS TO CON'PRACT �OOK
Item: 2
Page: SP 15 and SP 16
Description: I)elete section 1-05.18 "Record Drawings" in iks entirety.
Item: 3
Page: SP 47
Description: Revise the sections Measurement and Payment of 8-22 Pavement Markings to read
"Per Lineal Foot"
�
Gus randon Garcia
Project Manager
City of Bremerton
- END OF ADDENDUM NO. 2 -
:
� Client#: 12492 PUGEPAVI
. ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE�MM/DD/YYYY)
8/19/2016
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(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT
Propel Insurance PHONE Casondra Mossuto F�
ac,No,Exi:$00 499-0933 �ac,No�: 866 577-1326
Tacoma Commercial Insurance E-MAIL casondra.mossuto@propelinsurance.com
1201 Pacific Ave,Suite 1000
aooRess:
INSURER�S)AFFORDING COVERAGE NAIC#
Tacoma,WA 98402
iNsuReR n:West American Insurance Company 44393
INSURED ;INSURER B:TIl@ OI710 C8SU8It)/IfISUfBfIC@ 24074
Puget Paving 8 iNsuReR c:Homeland Insurance Company 34452
Construction Inc.
10817 26th Ave.S. ir+suReR o:Ohio Security Insurance Company 24082
Lakewood,WA 98499 INSURERE:
I INSURER F:
COVERAGES CERTIFICATE NUMBER: 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. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN RE�UCED BY PAID CLAIMS.
TRR TYPE OF INSURANCE ADDL SUBR� POLICY EFF POLICY EXP
INSR NND POLICY NUMBER MMIDDIYYYY MM/DDIWYY LIMITS
A GENERAL LIABILITY X X BKW56813034 6N 0/2016 06/10/201 EACH OCCURRENCE $��OOO�OOO
X COMMERCIAL GENERAL LIABILITY PREMISES Ea oocur°nce $1 OOO OOO
CLAIMS-MADE �OCCUR MED EXP(Any one person) $�rJ����
X PD Ded: $250 PERSONAL 8 ADV INJURY $��OOO�OOO
GENERALAGGREGATE $Z,OOO,OOO
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $Z�OOO�OOO
POLICY X jE� LOC g
p AUTOMOBILE LIABILITY X X BAS56071416 6/10/2016 06/10/201 EOM�BcIN�BD�SINGLE LIMIT ,�r000,o00
X ANY AUTO BODILY INJURY(Per person) $
ALLOWNED SCHEDULED i
AUTOS AUTOS BODILY INJURY(Per acadenl) 5
X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE
AUTOS � Per accident $
S
B X UMBRELLALIAB X OCCUR X X •US056071416 sI�O/LO�s OG/�O/ZO�T EACHOCCURRENCE $5 Q��QQQ
EXCESS LIAB CLAIMS-MADE AGGREGATE $5 OOO OOO
DED X RETENTION S�O OOO $
A WORKERS COMPENSATION BKW56813034 s����20�6 Os����20� WC STATU- OTH-
AND EMPLOYERS'LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE Y�N 'WA StOF1 G8p E.L EACH ACCIDENT $� OOO OOO
OFFICERIMEMBER EXCLUDED7 ❑ N/A
(Mandatory In NH) E L DISEASE-EA EMPLOYEE $�,OOO�OOO
If yes,describe under
DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $�,OOO,OOO
C Pollution Liab. X X 7930016910002 12/04/2015 12/04/2016 Occ: $2MM Agg: $2MM
I Deductible:$5,000
I.
A Install Floater BKVV56813034 6/10/2016 06/10/201T $100,000/Ded: $500
DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 701,Additlonal Remarks Schedule,If more space Is required)
RE: Project#42102;Austin Drive Pavement Preservation.
The City of Bremerton and its officers,elected officials,employees,agents,and volunteers are additional
insured per the attached endorsement.
CERTIFICATE HOLDER CANCELLATION
City of Bremerton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
3027 Olympus rive NE ACCORDANCE WITH THE POLICY PROVISIONS.
Bremerton,WA 98310
AUTHORIZED REPRESENTATIVE
O 1988-2010 ACORD CORPORATION.All rights reserved.
ACORD 25(2010/05) � pf� The ACORD name and logo are registered marks of ACORD
#S2338856/M2241108 KTR00
.
This page has been left blank intentionally.
.
�
COMMERCIAL GENERAL LIABILITY
CG 85 83 04 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BLANKET ADDITIONAL INSURED
CONTRACTORS - PRODUCTS/COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
A. Paragraph 2. under Section II -Who Is An Insured is amended to include as an insured any person or
organization whom you have agreed to add as an additional insured in a written contract or written
agreement. Such person or organization is an additional insured but only with respect to liability for
"bodily injury" or "property damage":
1. Caused by "your work" performed for that additional insured that is the subject of the written
contract or written agreement; and
2. Included in the "products-completed operations hazard".
However:
a) The insurance afforded to such additional insured only applies to the extent permitted by law;
and
b) If coverage provided to the additional insured is required by a contract or agreement, the
insurance afforded to such additional insured will not be broader than that which you are
required by the contract or agreement to provide for such additional insured
The insurance provided by this endorsement applies only if the written contract or written agreement is
signed prior to the "bodily injury" or "property damage".
We have no duty to defend an additional insured under this endorsement until we receive written notice
of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In The Event Of
Occurrence, Offense, Claim Or Suit under Section IV -Commercial General Liability Conditions.
B. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2.
Exclusions under Section I -Coverage A-Bodily Injury And Property Damage Liability:
This insurance does not apply to:
� 1. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the
° location where such "bodily injury" or "property damage" occurs.
2. "Bodily injury" or "property damage" arising out of the rendering of, or the failure to render, any
professional architectural, engineering or surveying services including:
a. The preparing, approving or failure to prepare or approve, maps, shop drawings, opinions,
reports, surveys, field orders, change orders or drawing and specifications; and
b. Supervisory, inspection, architectural or engineering activities.
� 2013Liberty Mutual Insurance
CG 85 83 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission . Page 1 of 2
:
.
C. With respect to the insurance afforded by this endorsement, exclusion I. Damage To Your Work of
Paragraph 2. Exclusions under Section I - Coverage A -Bodily Injury And Property Damage Liability is
replaced by the following:
I. Damage To Your Work
"Property damage" to "your work" arising out of it or any part of it and included in the "products-
completed operations hazard".
D. With respect to the insurance afforded to these additional insureds, the following is added to Section II -
Limits of Insurance:
If coverage provided to the additional insured is required by a contract or agreement, the most we will
pay on behalf of the additional insured is the amount of insurance:
1. Required by contract or agreement; or
� 2. Available under the applicable Limits of Insurance shown in the Declaration.
whichever is less.
This endorsement shall not increase the applicable Limits of Insurance shown in the Declaratio ns.
E. With respect to the insurance afforded by this endorsement, Section IV -Commercial General Liability
� Conditions is amended as follows:
1. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claims Or Suit:
An additional insured under this endorsement will as soon as practicable:
a. Give written notice of an "occurrence" or an offense that may result in a claim or "suit" under
this insurance to us;
� b. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have
insurance available to the additional insured; and
c. Agree to make available any other insurance which the additional insured has for a loss we
. cover under this Coverage Part.
d. We have no duty to defend or indemnify an additional insured under this endorsement until we
receive written notice of a"suit" by the additional insured.
2. Paragraph 4. of Section IV -Commercial General Liability Conditions is amended as follows:
a. The following is added to Paragraph a. Primary Insurance:
If an additional insured's policy has an Other Insurance provision making its policy excess,
and you have agreed in a written contract or written agreement to provide the additional
insured coverage on a primary and noncontributory basis, this policy shall be primary and
o we will not seek contribution from the additional insured's policy for damages we cover.
b. The following is added to Paragraph b. Excess Insurance:
n When a written contract or written agreement, other than a premises lease, facilities rental
contract or agreement, an equipment rental or lease contract or agreement, or permit
issued by a state or political subdivision between you and an additional insured does not
require this insurance to be primary or primary and non-coniributory, this insurance is
excess over any other insurance for which the additional insured is designated as a Named
Insured.
Regardless of the written agreement between you and an additional insured, this insur-
ance is excess over any other insurance whether primary, excess, contingent or on any
other basis for which the additional insured has been added as an additional insured on
other policies.
� 2013 Liberty Mutual Insurance
CG 85 83 04 13 Includes copyrighted material of Insurance Services Office,Inc.,with its permission . Page 2 of 2
.
COMMERCIAL GENERAL LIABILITY
CG 88 10 0413
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
COMMERCIAL GENERAL LIABILITY EXTENSION
This endorsement modifies insurance provided under the foilowing:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
INDEX
SUBJECT PAGE
NON-OWNED AIRCRAFT 2
NON-OWNED WATERCRAFT 2
PROPERTY DAMAGE LIABILITY—ELEVATORS 2
EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) 2
MEDICAL PAYMENTS EXTENSION 3
EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B 3
ADDITIONAL INSUREDS—BY CONTRACT,AGREEMENT OR PERMIT 3
PRIMARY AND NON-CONTRIBUTORY—ADDITIONAL INSURED EXTENSION 5
ADDITIONAL INSUREDS—EXTENDED PROTECTION OF YOUR"LIMITS OF INSURANCE" 6
WHO IS AN INSURED—INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO IS AN INSURED— 6
FELLOW EMPLOYEE EXTENSION —MANAGEMENT EMPLOYEES
NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 ��
FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7
KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT 7
LIBERALIZATION CLAUSE 7
BODILY INJURY REDEFINED 7
EXTENDED PROPERTY DAMAGE 8
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US— 8
WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU
O 2013 Liberty Mutual Insurance
CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 1 of 8
With respect to coverage afforded by this endorsement,the provisions of the policy apply unless modified by the
endorsement.
A. NON-OWNED AIRCRAFT
Under Paragraph 2. Exclusions of Section I—Coverage A-Bodily Injury And Property Damage Liability,
exclusion g.Aircraft,Auto Or Watercraft does not apply to an aircraft provided:
1. It is not owned by any insured;
2. It is hired, chartered or loaned with a trained paid crew;
3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the
United States of America or Canada, designating her or him a commercial or airline pilot; and
4. It is not being used to carry persons or property for a charge.
However,the insurance afforded by this provision does not apply if there is available to the insured other valid and
collectible insurance,whether primary, excess (other than insurance written to apply specifically in excess of this
policy), contingent or on any other basis,that would also apply to the loss covered under this provision.
B. NON-OWNED WATERCRAFT
Under Paragraph 2. Exclusions of Section I—Coverage A—Bodily Injury And Property Damage Liability,
Subparagraph (2) of exclusion g.Aircraft,Auto Or Watercraft is replaced by the following:
This exclusion does not apply to:
(2) A watercraft you do not own that is:
(a) Less than 52 feet long; and
(b) Not being used to carry persons or property for a charge.
C. PROPERTY DAMAGE LIABILITY—ELEVATORS
1. Under Paragraph 2. Exclusions of Section I—Coverage A—Bodily Injury And Property Damage
Liability, Subparagraphs(3), (4)and (6)of exclusion j. Damage To Property do not apply if such
"property damage" results from the use of elevators. For the purpose of this provision, elevators do not
include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations.
2. The following is added to Section IV—Commercial General Liability Conditions, Condition 4. Other
Insurance, Paragraph b. Excess Insurance:
The insurance afforded by this provision of this endorsement is excess over any property insurance,
whether primary, excess, contingent or on any other basis.
D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage)
If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part:
1. Under Paragraph 2. Exclusions of Section I -Coverage A-Bodily Injury and Property Damage
Liability:
a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the
following:
Paragraphs(1), (3) and (4)of this exclusion do not apply to"property damage" (other than
damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system)
to:
(i) Premises rented to you for a period of 7 or fewer consecutive days; or
(ii) Contents that you rent or lease as part of a premises rental or lease agreement for a
period of more than 7 days.
Paragraphs(1), (3)and (4)of this exclusion do not apply to"property damage"to contents of
premises rented to you for a period of 7 or fewer consecutive days.
A separate limit of insurance applies to this coverage as described in Section III—Limits of
Insurance.
O 2013 Liberty Muival Insurance
CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 2 of 8
b. The last paragraph of subsection 2. Exclusions is replaced by the following:
Exclusions c.through n. do not apply to damage by fire, lightning, explosion, smoke or leakage
from automatic fire protection systems to premises while rented to you or temporarily occupied by
you with permission of the owner.A separate limit of insurance applies to Damage To Premises
Rented To You as described in Section III—Limits Of Insurance.
2. Paragraph 6. under Section III—Limits Of Insurance is replaced by the following:
6. Subject to Paragraph 5. above,the Damage To Premises Rented To You Limit is the most we will
pay under Coverage A for damages because of"property damage"to:
a. Any one premise:
(1) While rented to you; or
(2) While rented to you or temporarily occupied by you with permission of the owner
for damage by fire, lightning, explosion, smoke or leakage from automatic
protection systems; or
b. Contents that you rent or lease as part of a premises rental or lease agreement.
3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO
YOU (TenanYs Property Damage) -Paragraph 9.a. of Definitions is replaced with the following:
9.a. A contract for a lease of premises. However,that portion of the contract for a lease of premises
that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, or
leakage from automatic fire protection systems to premises while rented to you or temporarily
occupied by you with the permission of the owner, or for damage to contents of such premises
that are included in your premises rental or lease agreement, is not an "insured contracY'.
E. MEDICAL PAYMENTS EXTENSION
If Coverage C Medical Payments is not otherwise excluded,the Medical Payments provided by this policy are
amended as follows:
Under Paragraph 1. Insuring Agreement of Section I—Coverage C—Medical Payments,
Subparagraph (b)of Paragraph a. is replaced by the following:
' (b) The expenses are incurred and reported within three years of the date of the accident; and
F. EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B
1. Under Supplementary Payments—Coverages A and B, Paragraph 1.b. is replaced by the following:
b. Up to$3,000 for cost of bail bonds required because of accidents or traffic law violations arising
out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have
to furnish these bonds.
2. Paragraph 1.d. is replaced by the following:
d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or
defense of the claim or"suit", including actual loss of earnings up to$500 a day because of time
off from work.
G. ADDITIONAL INSUREDS-BY CONTRACT,AGREEMENT OR PERMIT
1. Paragraph 2. under Section II—Who Is An Insured is amended to include as an insured any person or
organization whom you have agreed to add as an additional insured in a written contract,written
agreement or permit. Such person or organization is an additional insured but only with respect to liability
for"bodily injury", "property damage"or"personal and advertising injury" caused in whole or in part by:
a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the
pertormance of your on going operations for the additional insured that are the subject of the
written contract or written agreement provided that the"bodily injury"or"property damage" occurs,
or the"personal and advertising injury" is committed, subsequent to the signing of such written
contract or written agreement; or
O 2013 Liberty Mutual Insurance
CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 3 of 8
b. Premises or facilities rented by you or used by you; or
c. The maintenance, operation or use by you of equipment rented or leased to you by such person
or organization; or
d. Operations perFormed by you or on your behalf for which the state or political subdivision has
issued a permit subject to the following additional provisions:
(1) This insurance does not apply to"bodily injury", "property damage", or"personal and
advertising injury" arising out of the operations performed for the state or political
subdivision;
(2) This insurance does not apply to"bodily injury° or"property damage" included within the
"completed operations hazard".
(3) Insurance applies to premises you own, rent, or control but only with respect to the
following hazards:
a) The existence, maintenance, repair, construction, erection, or removal of
advertising signs, awnings, canopies, cellar entrances, coal holes, driveways,
manholes, marquees, hoist away openings, sidewalk vaults, street banners, or
decorations and similar exposures; or
(b) The construction, erection, or removal of elevators; or
(c) The ownership, maintenance, or use of any elevators covered by this insurance.
H owever:
1. The insurance afforded to such additional insured only applies to the extent permitted by law; and
2. If coverage provided to the additional insured is required by a contract or agreement,the insurance
afforded to such additional insured will not be broader than that which you are required by the contract or
agreement to provide for such additional insured.
With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this
endorsement ends when:
(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 additional insured(s)at the location of the covered operations has been
completed; 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 contractor or subcontractor
engaged in performing operations for a principal as a part of the same project.
With respect to Paragraph 1.b. above, a person's or organization's status as an additional insured under this
endorsement ends when their written contract or written agreement with you for such premises or facilities ends.
With respects to Paragraph 1.c. above, this insurance does not apply to any"occurrence"which takes place after
the equipment rental or lease agreement has expired or you have returned such equipment to the lessor.
The insurance provided by this endorsement applies only if the written contract or written agreement is signed
prior to the"bodily injury"or"property damage".
We have no duty to defend an additional insured under this endorsement until we receive written notice of a"suit"
by the additional insured as required in Paragraph b.of Condition 2. Duties In the Event Of Occurrence,
Offense, Claim Or Suit under Section IV—Commercial General Liability Conditions.
OO 2013 Liberty Mutual Insurance
CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 4 of 8
2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2.
Exclusions under Section I -Coverage A-Bodily Injury And Property Damage Liability:
0
This insurance does not apply to:
a. "Bodily injury"or"property damage"arising from the sole negligence of the additional insured.
b. "Bodily injury"or"property damage"that occurs prior to you commencing operations at the
location where such"bodily injury" or"property damage"occurs.
c. "Bodily injury", "property damage"or"personal and advertising injury"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, shop drawings,
opinions, reports, surveys,field orders, change orders or drawings and specifications; or
(2) Supervisory, inspection, architectural or engineering activities.
This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the
supervision, hiring, employment, training or monitoring of others by that insured, if the"occurrence"which
caused the"bodily injury" or"property damage", or the offense which caused the"personal and advertising
injury", involved the rendering of, or the failure to render, any professional architectural, engineering or
surveying services.
d. "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 additional insured(s) at the location of the covered operations has been
completed; 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 contractor or subcontractor
engaged in performing operations for a principal as a part of the same project.
e. Any person or organization specifically designated as an additional insured for ongoing operations
by a separate ADDITIONAL INSURED—OWNERS, LESSEES OR CONTRACTORS
endorsement issued by us and made a part of this policy.
3. With respect to the insurance afforded to these additional insureds, the following is added to Section III—
Limits Of Insurance:
If coverage provided to the additional insured is required by a contract or agreement,the most we will pay
on behalf of the additional insured is the amount of insurance:
a. Required by the contract or agreement; or
b. Available under the applicable Limits of Insurance shown in the Declarations;
whichever is less.
This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations.
H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION
This provision applies to any person or organization who qualifies as an additional insured under any form or
endorsement under this policy.
Condition 4. Other Insurance of SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS is
amended as follows:
a. The following is added to Paragraph a. Primary Insurance:
If an additional insured's policy has an Other Insurance provision making its policy excess, and
you have agreed in a written contract or written agreement to provide the additional insured
coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek
contribution from the additional insured's policy for damages we cover.
O 2013 Liberty Mutual Insurance
CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 5 of 8
b. The following is added to Paragraph b. Excess Insurance:
When a written contract or written agreement, other than a premises lease, facilities rental
contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a
state or political subdivision between you and an additional insured does not require this insurance
to be primary or primary and non-contributory, this insurance is excess over any other insurance
for which the additional insured is designated as a Named Insured.
Regardless of the written agreement between you and an additional insured, this insurance is
excess over any other insurance whether primary, excess, contingent or on any other basis for
which the additional insured has been added as an additional insured on other policies.
I. ADDITIONAL INSUREDS -EXTENDED PROTECTION OF YOUR"LIMITS OF INSURANCE"
This provision applies to any person or organization who qualifies as an additional insured under any form or
endorsement under this policy.
1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit:
An additional insured under this endorsement will as,soon as practicable:
a. Give written notice of an"occurrence"or an offense that may result in a claim or"suit" under this
insurance to us;
b. Tender the defense and indemnity of any claim or"suiY'to all insurers whom also have insurance
available to the additional insured; and
c. Agree to make available any other insurance which the additional insured has for a loss we cover
under this Coverage Part.
d. We have no duty to defend or indemnify an additional insured under this endorsement until we
receive written notice of a "suiY'by the additional insured.
2. T h e l i m i t s o f i n s u r a n c e a p p l i c a b l e t o t h e a d d i t i o n a l i n s u r e d a r e t h o s e s p e c i f i e d i n a w r i tt e n c o n t r a c t o r
written agreement or the limits of insurance as stated in the Declarations of this policy and defined in
Section III—Limits of Insurance of this policy,whichever are less. These limits are inclusive of and not
in addition to the limits of insurance available under this policy.
J. WHO IS AN INSURED-INCIDENTAL MEDICAL ERRORS/MALPRACTICE
WHO IS AN INSURED-FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES
Paragraph 2.a.(1)of Section II -Who Is An Insured is replaced with the following:
(1) "Bodily injury"or"personal and advertising injury":
(a) To you,to your partners or members (if you are a partnership or joint venture),to your members
(if you are a limited liability company), to a co-"employee"while in the course of his or her
employment or performing duties related to the conduct of your business, or to your other
"volunteer workers"while performing duties related to the conduct of your business;
(b) To the spouse, child, parent, brother or sister of that co-"employee"or"volunteer worker"as a
consequence of Paragraph (1) (a) above;
(c) For which there is any obligation to share damages with or repay someone else who must pay
damages because of the injury described in Paragraphs (1) (a)or(b)above; or
(d) Arising out of his or her providing or failing to provide professional health care services. However,
if you are not in the business of providing professional health care services or providing
professional health care personnel to others, or if coverage for providing professional health care
services is not otherwise excluded by separate endorsement, this provision (Paragraph (d))does
not apply.
O 2013 Liberty Mutual Insurance
CG 88 10 0413 Includes copyrighted material of Insurance Services Office, Inc,with its permission. Page 6 of 8
Paragraphs(a) and (b) above do not apply to"bodily injury° or"personal and advertising injury"caused by an
"employee"who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the
"employee's"job responsibilities assigned by you, includes the direct supervision of other"employees"of yours.
However, none of these"employees" are insureds for"bodily injury" or"personal and advertising injury"arising out
of their willful conduct,which is defined as the purposeful or willful intent to cause"bodily injury"or"personal and
advertising injury°, or caused in whole or in part by their intoxication by liquor or controlled substances.
The coverage provided by provision J. is excess over any other valid and collectable insurance available to your
"employee".
K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES
Paragraph 3. of Section II-Who Is An Insured is replaced by the following:
3. Any organization you newly acquire or form and over which you maintain ownership or majority interest,
will qualify as a Named Insured if there is no other similar insurance available to that organization.
However:
a. Coverage under this provision is afforded only until the expiration of the policy period in which the
entity was acquired or formed by you;
b. Coverage A does not apply to"bodily injury"or"property damage"that occurred before you
acquired or formed the organization; and
c. Coverage B does not apply to"personal and advertising injury"arising out of an offense
committed before you acquired or formed the organization.
d. Records and descriptions of operations must be maintained by the first Named Insured.
No person or organization is an insured with respect to the conduct of any current or past partnership,joint venture
or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured
under this provision.
L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES
Under Section IV—Commercial General Liability Conditions,the following is added to Condition 6.
Representations:
Your failure to disclose all hazards or prior"occurrences"existing as of the inception date of the policy
shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or
prior"occurrences" is not intentional.
M. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT
Under Section IV—Commercial General Liability Conditions,the following is added to Condition 2. Duties In
The Event of Occurrence, Offense, Claim Or Suit:
Knowledge of an"occurrence", offense, claim or"suiY' by an agent, servant or"employee"of any insured
shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of
Section II—Who Is An Insured or a person who has been designated by them to receive reports of
"occurrences", offenses, claims or"suits" shall have received such notice from the agent, servant or
"employee".
N. LIBERALIZATION CLAUSE
If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional
premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your
state.
O. BODILY INJURY REDEFINED
Under Section V—Definitions, Definition 3. is replaced by the following:
3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental
anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease.
O 2013 Liberty Mutual Insurance
CG 88 10 0413 Includes copyrighted malerial of Insurance Services Office, Inc,with its permission. Page 7 Of 8
P. EXTENDED PROPERTY DAMAGE
Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the
following:
a. Expected Or Intended Injury
"Bodily injury"or"property damage"expected or intended from the standpoint of the insured. This
exclusion does not apply to"bodily injury"or"property damage" resulting from the use of
reasonable force to protect persons or property.
Q. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US—WHEN REQUIRED IN A
CONTRACT OR AGREEMENT WITH YOU
Under Section IV—Commercial General Liability Conditions, the following is added to Condition 8. Transfer
Of Rights Of Recovery Against Others To Us:
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
organization and included in the"products-completed operations hazard"provided:
1. You and that person or organization have agreed in writing in a contract or agreement that you waive such
rights against that person or organization; and
2. The injury or damage occurs subsequent to the execution of the written contract or written agreement.
O 2013 Liberty Mutual Insurance
CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission Page 8 Of 8
COMMERCIAL GENERAL LIABILITY
CG 88 70 12 08
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CONSTRUCTION PROJECT(S) - GENERAL AGGREGATE LIMIT
(PER PROJECT)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
A. For all sums which the insured becomes legally obligated to pay as damages caused by"occurrences"
under Section I—Coverage A-Bodily Injury And Property Damage Liability, and for all medical �
expenses caused by accidents under Section I—Coverage C Medical Payments,which can be
attributed only to ongoing operations at a single construction project away from premises owned by or
rented to you:
1. A separate Construction Project General Aggregate Limit applies to each construction project,
and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations.
2. The Construction Project General Aggregate Limit is the most we will pay for the sum of all
damages under Coverage A, except damages because of"bodily injury"or"property damage"
included in the"products-completed operations hazard", and for medical expenses under
Coverage C regardless of the number of:
a. Insureds;
b. Claims made or"suits"brought; or
c. Persons or organizations making claims or bringing "suits".
3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall
reduce the Construction Project General Aggregate Limit for that construction project. Such payments
shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other
Construction Project General Aggregate Limit for any other construction project.
i 4. The limits shown in the Declarations for Each Occurrence, Fire Damage and Medical Expense continue
to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations,
such limits will be subject to the applicable Construction Project General Aggregate Limit.
B. For all sums which the insured becomes legally obligated to pay as damages caused by"occurrences"
under Section I—Coverage A-Bodily Injury And Property Damage Liability, and for all medical
expenses caused by accidents under Section I—Coverage C Medical Payments,which cannot be
attributed only to ongoing operations at a single construction project away from premises owned by or
rented to you:
1. Any payments made under Coverage A for damages or under Coverage C for medical expenses
shall reduce the amount available under the General Aggregate Limit or the Products-Completed
Operations Aggregate Limit,whichever is applicable; and
2. Such payments shall not reduce any Construction Project General Aggregate Limit.
C. When coverage for liability arising out of the"products-completed operations hazard" is provided, any
payments for damages because of"bodily injury"or"property damage" included in the"products-
completed operations hazard"will reduce the Products-Completed Operations Aggregate Limit, and not
reduce the General Aggregate Limit nor the Construction Project General Aggregate Limit.
D. If the applicable construction project has been abandoned, delayed, or abandoned and then restarted, or
if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables,
the project will still be deemed to be the same construction project.
E. The provisions of Section III -Limits Of Insurance not otherwise modified by this endorsement shall
continue to apply.
CG 88 70 12 08 Includes copyrighted material of ISO Properties,Inc.,with its permission. Page 1 of 1
This page has been left blank intentionally.
COMMERCIAL AUTO
CA 8810 01 10
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the
endorsement.
COVERAGEINDEX
SUBJECT PROVISION NUMBER
ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT 3
ACCIDENTAL AIRBAG DEPLOYMENT 12
AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 18
AMENDED FELLOW EMPLOYEE EXCLUSION 5
AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 13
BROAD FORM INSURED 1
BODILY INJURY REDEFINED 21
EMPLOYEES AS INSUREDS (including employee hired auto) 2
EXTENDED CANCELLATION CONDITION 22
EXTRA EXPENSE—BROADENED COVERAGE 10
GLASS REPAIR—WAIVER OF DEDUCTIBLE 15
HIRED AUTO PHYSICAL DAMAGE(including employee hired auto) 6
HIRED AUTO COVERAGE TERRITORY 20
LOAN/LEASE GAP 14
PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 16
PERSONAL EFFECTS COVERAGE 11
PHYSICAL DAMAGE—ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 8
RENTAL REIMBURSEMENT 9
SUPPLEMENTARY PAYMENTS 4
TOWING AND LABOR 7
UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 17
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 19
SECTION II—LIABILITY COVERAGE is amended as follows:
1. BROAD FORM INSURED
SECTION II —LIABILITY COVERAGE, paragraph A.1.—WHO IS AN INSURED is amended to include the
following as an insured:
d. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the
policy period. However, "insured"does not include any organization that:
(1) Is a partnership orjoint venture; or
(2) Is an insured under any other automobile policy; or
(3) Has exhausted its Limit of Insurance under any other automobile policy.
Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of
this policy.
e. Any organization you newly acquire or form, other than a partnership or joint venture, of which you
own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days
from the date of acquisition or formation. However, coverage under this provision does not apply:
(1) If there is similar insurance or a self-insured retention plan available to that organization;
02010 Liberty Mutual Insurance Company.All rights reserved
CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 1 of 7
' (2) If the Limits of Insurance of any other insurance policy have been exhausted; or
(3) To "bodily injury" or "property damage" that occurred before you acquired or formed the
organization.
2. EMPLOYEES AS INSUREDS
SECTION II—LIABILITY COVERAGE, paragraph A.1.—WHO IS AN INSURED is amended to include the
following as an insured:
f. Any"employee" of yours while using a covered "auto"you do not own, hire or borrow but only for acts
within the scope of their employment by you. Insurance provided by this endorsement is excess over
any other insurance available to any"employee".
g. An "employee" of yours while operating an "auto" hired or borrowed under a written contract or
agreement in that "employee's" name, with your permission, while performing duties related to the
conduct of your business and within the scope of their employment. Insurance provided by this
endorsement is excess over any other insurance available to the"employee".
3. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT
SECTION II—LIABILITY COVERAGE, paragraph A.1.—WHO IS AN INSURED is amended to include the
following as an insured:
h. Any person or organization with respect to the operation, maintenance or use of a covered "auto",
provided that you and such person or organization have agreed in a written contract, agreement, or
permit issued to you by governmental or public authority, to add such person, or organization, or
governmental or public authority to this policy as an"insured".
However, such person or organization is an "insured":
(1) Only with respect to the operation, maintenance or use of a covered "auto";
(2) Only for"bodily injury" or"property damage" caused by an "accidenY'which takes place after you
executed the written contract or agreement, or the permit has been issued to you; and
(3) Only for the duration of that contract, agreement or permit
4. SUPPLEMENTARY PAYMENTS
SECTION II —LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, paragraphs
(2)and (4)are replaced by the following:
(2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of
an "accidenY'we cover. We do not have to furnish these bonds.
(4) All reasonable expenses incurred by the insured at our request, including actual loss of earnings up
to$500 a day because of time off from work.
5. AMENDED FELLOW EMPLOYEE EXCLUSION
In those jurisdictions where, by law, fellow employees are not entitled to the protection afforded to the
employer by the workers compensation exclusivity rule, or similar protection, the following provision is
added:
SECTION II —LIABILITY, exclusion B.S. FELLOW EMPLOYEE does not apply if the"bodily injury" results
from the use of a covered "auto"you own or hire.
SECTION III—PHYSICAL DAMAGE COVERAGE is amended as follows:
6. HIRED AUTO PHYSICAL DAMAGE
Paragraph A.4. Coverage Extensions of SECTION III — PHYSICAL DAMAGE COVERAGE, is amended
by adding the following:
If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of
Loss or Collision coverage are provided under the Business Auto Coverage Form for any"auto°you own,
then the Physical Damage coverages provided are extended to"autos":
a. You hire, rent or borrow; or
02010 Liberty Mutual Insurance Company All rights reserved.
CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 2 of 7
� b. Your"employee" hires or rents under a written contract or agreement in that"employee's" name, but
only if the damage occurs while the vehicle is being used in the conduct of your business,
subject to the following limit and deductible:
A. The most we will pay for"loss" in any one"accidenY'or"loss" is the smallest of:
(1) $50,000; or
(2) The actual cash value of the damaged or stolen property as of the time of the"loss"; or
(3) The cost of repairing or replacing the damaged or stolen property with other property of like kind
and quality,
minus a deductible.
B. The deductible will be equal to the largest deductible applicable to any owned "auto" for that
coverage.
C. Subject to the limit, deductible and excess provisions described in this provision, we will provide
coverage equal to the broadest coverage applicable to any covered "auto"you own.
D. Subject to a maximum of $750 per "accidenY', we will also cover the actual loss of use of the hired
"auto" if it results from an "accidenY', you are legally liable and the lessor incurs an actual financial
loss.
E. This coverage extension does not apply to:
(1) Any"auto"that is hired, rented or borrowed with a driver; or
(2) Any"auto"that is hired, rented or borrowed from your"employee".
For the purposes of this provision, SECTION V—DEFINITIONS is amended by adding the following:
"Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash
value.
7. TOWING AND LABOR
SECTION III — PHYSICAL DAMAGE COVERAGE, paragraph A.2. Towing, is amended by the addition of
the following:
We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto"
classified and rated as a private passenger type, "light truck"or"medium truck"is disabled:
a. For private passenger type vehicles, we will pay up to$50 per disablement.
b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a gross
vehicle weight(GVW)of 10,000 pounds or less.
c. For"medium trucks" , we will pay up to$150 per disablement. "Medium trucks"are trucks that have a
gross vehicle weight(GVW)of 10,001 —20,000 pounds.
However,the labor must be performed at the place of disablement.
8. PHYSICAL DAMAGE-ADDITIONAL TRANSPORTATION EXPENSE COVERAGE
Paragraph A.4.a., Coverage Extension of SECTION III— PHYSICAL DAMAGE COVERAGE, is amended
to provide a limit of$50 per day and a maximum limit of$1,500
02010 Liberty Mutual Insurance Company.All rights reserved.
CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 3 of 7
� 9. RENTAL REIMBURSEMENT
SECTION III—PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following:
a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an
"auto" because of "accidenY' or "loss", to an "auto" for which we also pay a "loss" under
Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those
expenses incurred after the first 24 hours following the"accidenY' or"loss"to the covered"auto."
b. Rental Reimbursement will be based on the rental of a comparable vehicle,which in many cases may
be substantially less than $75 per day, and will only be allowed for the period of time it should take to
repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days.
c. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and
replace your tools and equipment from the covered "auto".
d. This coverage does not apply unless you have a business necessity that other "autos" available for
your use and operation cannot fill.
e. If"loss" results from the total theft of a covered"auto"of the private passenger type,we will pay under
this coverage only that amount of your rental reimbursement expenses which is not already provided
under Paragraph 4. Coverage Extension.
f. No deductible applies to this coverage.
For the purposes of this endorsement provision, materials and equipment do not include "personal
effects"as defined in provision 11.
10. EXTRA EXPENSE -BROADENED COVERAGE
Under SECTION III —PHYSICAL DAMAGE COVERAGE, A. COVERAGE, we will pay for the expense of
returning a stolen covered"auto"to you. The maximum amount we will pay is$1,000.
11. PERSONAL EFFECTS COVERAGE
A. SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the
following:
If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto"
is stolen, we will pay, without application of a deductible, up to $600 for"personal effects" stolen with
the"auto."
The insurance provided under this provision is excess over any other collectible insurance.
B. SECTION V—DEFINITIONS is amended by adding the following:
For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by
an insured." "Personal effects"does not include tools, equipment,jewelry, money or securities.
12. ACCIDENTAL AIRBAG DEPLOYMENT
SECTION III—PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS is amended by adding the following:
If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss"
relating to mechanical breakdown does not apply to the accidental discharge of an airbag.
Any insurance we provide shall be excess over any other collectible insurance or reimbursement by
manufacturer's warranty. However, we agree to pay any deductible applicable to the other coverage or
warranty.
13. AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE
SECTION III — PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to
exclusions 4.c. and 4.d. is deleted and replaced with the following:
02010 Liberty Mutual Insurance Company.All rights reserved.
CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 4 Of 7
� Exclusion 4.c. and 4.d. do not apply to:
a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed
solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto" at
the time of the "loss" and such equipment is designed to be solely operated by use of the power from
the "auto's" electrical system, in or upon the covered "auto" and physical damage coverages are
provided for the covered"auto"; or
If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this
equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be
reduced by a $100 deductible.
14. LOAN/LEASE GAP COVERAGE
A. Paragraph C., LIMIT OF INSURANCE of SECTION III — PHYSICAL DAMAGE COVERAGE is
amended by adding the following:
The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one
"accidenY'is the greater of the:
1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject
at the time of the"loss" less the amount of:
a. Overdue payments and financial penalties associated with those payments as of the date of
the"loss",
b. Financial penalties imposed under a lease due to high mileage, excessive use or abnormal
wear and tear,
c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance
purchased with the loan or lease,
d. Transfer or rollover balances from previous loans or leases,
e. Final payment due under a "Balloon Loan",
f. The dollar amount of any unrepaired damage which occurred prior to the "total loss" of a
covered "auto",
g. Security deposits not refunded by a lessor,
h. All refunds payable or paid to you as a result of the early termination of a lease agreement or
as a result of the early termination of any warranty or extended service agreement on a
covered "auto",
i. Any amount representing taxes,
j. Loan or lease termination fees; or
2. The actual cash value of the damage or stolen property as of the time of the"loss".
An adjustment for depreciation and physical condition will be made in determining the actual cash
value at the time of the"loss". This adjustment is not applicable in Texas.
B. ADDITIONAL CONDITIONS
This coverage applies only to the original loan for which the covered "auto" that incurred the loss
serves as collateral, or lease written on the covered "auto"that incurred the loss.
C. SECTION V—DEFINTIONS is changed by adding the following:
As used in this endorsement provision, the following definitions apply:
"Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual
cash value.
A"balloon loan" is one with periodic payments that are insufficient to repay the balance over the term
of the loan, thereby requiring a large final payment.
02010 Liberty Mutual Insurance Company.All rights reserved.
CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission Page 5 of 7
' 15. GLASS REPAIR-WAIVER OF DEDUCTIBLE
Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the
addition of the following:
No deductible applies to glass damage if the glass is repaired rather than replaced.
16. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE)
Paragraph D. Deductible of SECTION III — PHYSICAL DAMAGE COVERAGE is amended by the
addition of the following:
The deductible does not apply to "loss" caused by collision to such covered "auto" of the private
passenger type or light weight truck with a gross vehicle weight of 10,000 Ibs. or less as defined by the
manufacturer as maximum loaded weight the"auto"is designed to carry while it is:
a. In the charge of an "insured';
b. Legally parked; and
c. Unoccupied.
The"loss" must be reported to the police authorities within 24 hours of known damage.
The total amount of the damage to the covered "auto" must exceed the deductible shown in the
Declarations.
This provision does not apply to any "loss" if the covered "auto" is in the charge of any person or
organization engaged in the automobile business.
SECTION IV—BUSINESS AUTO CONDITIONS is amended as follows:
17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
SECTION IV-BUSINESS AUTO CONDITIONS, Paragraph 6.2. is amended by adding the following:
If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception
date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not
be prejudiced.
However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery,
and we have the right to collect additional premium for any such hazard or exposure.
18. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS
SECTION IV — BUSINESS AUTO CONDITIONS, paragraph A.2.a. is replaced in its entirety by the
following:
a. In the event of"accidenY', claim, "suiY'or"loss", you must promptly notify us when it is known to:
1. You, if you are an individual;
2. A partner, if you are a partnership;
3. Member, if you are a limited liability company;
4. An executive officer or the "employee" designated by the Named Insured to give such notice, if
you are a corporation.
To the extent possible, notice to us should include:
(1) How,when and where the"accidenY' or"loss"took place;
(2) The"insureds" name and address; and
(3) The names and addresses of any injured persons and witnesses.
19. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US
SECTION IV— BUSINESS AUTO CONDITIONS, paragraph A.S., Transfer of Rights of Recovery Against
Others to Us, is amended by the addition of the following:
If the person or organization has waived those rights before an "accidenY' or "loss", our rights are waived
also.
02010 Liberty Mutual Insurance Company.All rights reserved.
CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. PBge 6 Of 7
' 20. HIRED AUTO COVERAGE TERRITORY
SECTION IV — BUSINESS AUTO CONDITIONS, paragraph 6.7., Policy Period, Coverage Territory, is
amended by the addition of the following:
f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the
insured's responsibility to pay for damages is determined in a "suiY', on the merits, in the United
States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a
settlement we agree to.
This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a
driver.
SECTION V—DEFINITIONS is amended as follows:
21. BODILY INJURY REDEFINED
Under SECTION V—DEFINTIONS, definition C. is replaced by the following:
"Bodily injury" means physical injury, sickness or disease sustained by a person, including mental
anguish, mental injury, shock,fright or death resulting from any of these at any time.
COMMMON POLICY CONDITIONS
22. EXTENDED CANCELLATION CONDITION
COMMON POLICY CONDITIONS, paragraph A.—CANCELLATION condition applies except as follows:
If we cancel for any reason other than nonpayment of premium, we will mail to the first Named Insured
written notice of cancellation at least 60 days before the effective date of cancellation. This provision ,
does not apply in those states which require more than 60 days prior notice of cancellation.
02010 Liberty Mutual Insurance Company All rights reserved.
CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 7 of 7
This page has been left blank intentionally.