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TV state
Washington
nt of TnnsporWtion
Change order
Contract Number Contract Title Federal Aid Number
42105 Crosswalk Improvements 9918(015)
Change Order Number Change Description Date
2 Add Luminaire 2/3/17
Prime Contractor / Design -Builder
Massana Construction, Inc.
✓ Ordered by Engineer under the terms of Section 1-04.4 of the Standard Specifications
❑ Change proposed by Contractor / Design -Builder
Change Description
Description:
This change order compensates the contractor for all labor, materials and equipment required to furnish and
install a luminaire at the intersection of 6th Street and High Ave., and other work shown in the Plans.
Material Requirements:
Materials shall be in accordance with the plans and City of Bremerton standards (Plan Revision #1).
Construction:
Work shall be completed in accordance with the plans and specifications.
Measurement:
Measurement for this change order will be made as "Illumination System" and shall be by lump sum.
veroai Hpprovai Uiven t3y Verbal Approval Date Working Days
Shane Weber Jan 30; 2017 +2
Original Contract Amount Current Contract Amount Est. Net Change This C.O, Est. Contract Amount
$688,455.00 $688,455.00 $10,734.23 $699,189.23
V Approval Recommende, Approved Approved
45:�7�/
gineer_ :ApprcvnlngAuthori a .A. Agreement
l �"
Date Date ,q 7 �3
Approval Recommended Other Approval As Required
'Birim%e -Contract6r Signature . Date
Date Representing
WSDOT Form 140-005 Page 1
Revised 04/2015
Contract Number Contract Title Change Order Number
42105 Crosswalk Improvements 2
Change Description Cont.
Payment:
Payment for Illumination System shall be paid for by lump sum and shall be full pay for the construction of
the complete illumination system as described in this change order and as shown -in the Plans, and herein
specified, including excavation, backfilling, concrete foundations, conduit, wiring, restoring facilities
destroyed or damaged during construction, salvaging existing materials, traffic control, submittal review and
for making all required tests. All additional materials and labor, not shown in the Plans or called for herein
and which are required to complete the illumination system, shall be included int he lump sum Contract price.
Working Days:
Add two additional working days to the contract working days.
w.l, +V'VVJ Page t
Revised 0412015
October 28, 2016
Dana Marie Smith
Puget Sound Energy
22884 Ryan Drive NW
Poulsbo, WA 98370
Re: Memorandum of Agreement — Design Revision at 6t' and High Ave.
Dear Ms. Smith:
The City of Bremerton agrees to revise the location of the street light at 6th Street and High Avenue to
avoid a conflict with PSE's overhead utilities. This relocation will require:
Estimated Cost
® Design and PS&E $5,850
® Special Foundation Design (for utility conflict, if needed) $2,350
® Construction Engineering / Administration $5,450
• Installing light pole and foundation, including sitework $15,000
Total cost for the relocation is approximately $28,650 which PSE agrees to pay in full at final/actual cost.
The City will invoice PSE with actual costs once the work is completed, which should be by late February
2017. If PSE agrees to these costs, please sign below and return this letter. If you have. any questions or
wish to meet to discuss, please feel free to call me at 360.473.2354 or via email at
shane.weberci.bremerton.wa.us.
Sincerely,
Shane JJ Weber, P.E.
, Managing Engineer
Cc: Thomas Knuckey P.E., City Engineer
Project file
1610-07
Dana Marie Smith V
Public Works & Utilities 1 3027 Olympus Drive, Bremerton, WA 98312 * Phone (360) 473-5270 * Fax (360) 473-5398
Working for and with our citizens to establish Bremerton as Puget Sound's most beautiful and livable waterfront city!
SUBJECT: Contract Award to Massana
Construction, Inc. for the Bremerton
Crosswalks Improvement Project
AGENDA BILL
CITY OF BREMERTON
CITY COUNCIL
&�' 0- -O�Tq I
8A
Study Session Date: June 8, 2016
COUNCIL MEETING Date: June 15, 2016
Department: PW&U
Presenter:
Phone:
Knuckey
(360) 473-2376
SUMMARY: The City received a $692,000 grant through KRCC for the Bremerton Crosswalks
Improvement Project, which improves pedestrian crossings at Kitsap Way at Harlow Drive, and the
intersections of Kitsap Way & 11th Street, High Avenue & 11"' Street, High Avenue & 6th Street, and
SR304 & 1St Street.
Bids were opened on June 10, 2016, with 2 bids received. Massana Construction Inc. was the
lowest responsive, responsible bidder at $ 688,455.00, including sales tax.
ATTACHMENTS: 1) Site Plan; 2) Contract; and 3) Bid Tab
FISCAL IMPACTS (Include Budgeted Amount): The project is included in the 2015 and 2016 CIP at
$800,000. To award the bid, additional funding of approximately $65,000 is needed. We recommend
the project budget be adjusted to $900,000. Funding is available from the Transportation Capital
Improvement Fund.
STUDY SESSION AGENDA: o No Presentation ❑ Full Presentation
STUDY SESSION ACTION: ❑ Consent Agenda o General Business ❑ Public Hearing
RECOMMENDED MOTION: °
Move to award the contract to Massana Construction Inc. in the amount of $688,455.00 for the
Bremerton Crosswalks Improvement Project; and authorize the Mayor to finalize and execute the
agreement with substantially the same terms and conditions as presented.
COUNCIL ACTION: [� Approve ❑ Deny ❑ Table ❑ Continue ❑ No Action
Form Updated 01/07/15
Clerk Cody
CONTRACT PROVISIONS
FOR CONSTRUCTION OF.-
CROSSWALK
F:
CROSSWALK IMPROVEMENTS
Federal Aid Project # STPUS-9918(015)
March 2016
CITY OF BREMERTON
3456 1h Street, Suite 600
Bremerton, WA 98337
Prepared By:
C SKILLINGS
CONNOLLY
y A.
PROJECT ENGINEER CERTIFICATION
For Construction of:
Crosswalk improvements
Federal Aid Project 9 STPUS-8918(0'5)
The technical material and data contained in ..this document were prepared under the
supervision and direction of the undersigned, whose seal, as a professional engineer licensed to
practice as such, is affixed below.
Tien Horton, PE
Project Manager
Date: t-4-1(0
Approved by:
To nuckey, PE
City Engineer
Date: 5 / 1 ,6
TABLE OF CONTENTS
I. CONTRACT DOCUMENTS
ADVERTISEMENT FOR BIDS....................................................................................... 5
BIDDER'S CHECKLIST................................................................................................ 7
PROPOSALFORM........................................................................................................ 8
PROPOSALBOND........................................................................................................13
STATEMENT OF BIDDER'S QUALIFICATIONS.........................................................14
NON -COLLUSION DECLARATION.............................................................................16
CERTIFICATION FOR FEDERAL -AID CONTRACTS.................................................17
DBE UTILIZATION CERTIFICATION.........................................................................18
DBE UTILIZATION WRITTEN CONFIRMATION.......................................................19
CITY OF BREMERTON - PUBLIC WORKS CONTRACT............................................20
PERFORMANCEBOND...............................................................................................24
PAYMENTBOND..........................................................................................................25
II. GENERAL PROVISIONS
III. AMENDMENTS TO THE STANDARD SPECIFICATIONS
IV. SPECIAL PROVISIONS
V. CONSTRUCTION PLANS (BOUND SEPARATELY)
APPENDICES
A - FEDERAL AID PROVISIONS FHWA-1273
B -WASHINGTON STATE PREVAILING WAGES
C - FEDERAL DAVIS-BACON WAGE DETERMINATION
I. CONTRACT DOCUMENTS
ADVERTISEMENT FOR BIDS
City of Bremerton
Crosswalk Improvements
RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of
Bremerton, located at 345 6th Street, Bremerton, Washington 98337 until 2:00 p.m. Pacific Time
as shown on the wall clock inside the City Clerk's office on June 101, 2016 for the project
Bremerton Crosswalk Improvements 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 2:00 p.m. on June 10tH
2016 in the office of the City Clerk at 345 6th Street, Bremerton, Washington 98337.
All bid proposals 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. 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.
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 ensure 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, national
origin, or sex in consideration for an award.
PROJECT DESCRIPTION: This project consists of safety improvements and bringing each
intersection into compliance with current ADA standards for five intersections at Kitsap Way &
Harlow Drive, Kitsap Way & 11 th Street, 11 th Street & High Avenue, SR 304 & 1St Street, and 6th
Avenue & High Avenue. The work includes, but is not limited to: pavement and sidewalk removal,
cement concrete curb, gutter and sidewalk, curb ramps, pedestrian signal systems, a HAWK
signal system, a rectangular rapid flashing beacon (RRFB) system, traffic control, and all other
work all in accordance with the Contract Plans, Provisions, and the 2016 WSDOT Standard
Specifications for Road, Bridge, and Municipal Construction.
Time for completion of this project is 60 Working Days.
The Engineer's base estimate is approximately $550,000 to $610,000.
A Disadvantaged Business Enterprise (DBE) mandatory goal of 14% has been established for this
project. The 14% mandatory goal applies to all work on the project.
Crosswalk Improvements Contract Uocwnents
City of Bremerton, Washingion 5 Skillings Connolly, lac
Federal Aid # STPUS-9918(1115) March 2016
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/wa/seattle, 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 ARC Bid Services:
1(206) 622-6000; FAX (206) 622-6712; E-mail: seattle.bid.servicesCaD-e-arc.com. Bid documents
will be available beginning May 2011, 2016.
PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract
Documents. Sealed envelopes containing bids shall be entitled: Bremerton Crosswalk
Improvements Project.
PRE-BID CONFERENCE: Prospective bidders are strongly encouraged to attend the pre-bid
conference conducted by the City which will include a walk-through of the project site. The
objective of the pre-bid conference is to acquaint bidders with the work and conditions of the site.
The pre-bid conference will begin at 9:00 a.m. on Tuesday, June 7th, 2016, at City of Bremerton
Public Works and Utilities offices located at 3027 Olympus Drive, Bremerton, WA 98310. The
meeting will be in the large conference room on the 2nd floor, followed by a walk-through.
PROJECT COMMUNICATION: All communications related to the project shall be directed to the
City prior to opening of Bids:
Communication byphone/fax:
Gus Garcia
Telephone: (360) 473-2317
Fax: (360) 473-5398
E-mail: gus.garcia@ci.bremerton.wa.us
Communication by mail:
Department of Public Works and Utilities
Engineering Division
3027 Olympus Drive
Bremerton, WA 98310
ATTN: Gus Garcia
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 City of Bremerton is an Equal Opportunity Employer and hereby notifies all bidders that it will
affirmatively ensure that in any contract entered into pursuant to this advertisement,
disadvantaged business enterprises 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, or national
origin in consideration for an award.
Crosswalk Improvements Contract Documents
City of Bremerton, Washington 6 Skillings Connolly, Inc
Federal Aid # STPUS-9918(015) March 2016
BIDDER'S CHECKLIST
Bidder must execute and return with submittal:
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 acknowledaed.
J2. BID PROPOSAL BOND
113. STATEMENT OF BIDDERS QUALIFICATIONS
v 4. NON -COLLUSION DECLARATION
5. CERTIFICATION FOR FEDERAL AID CONTRACTS
46. DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION AND
J
INSTRUCTIONS
DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION WRITTEN CONFIRMATION
After the Contract is awarded, execute:
1. CITY OF BREMERTON — PUBLIC WORKS CONTRACT
2. PERFORMANCE BOND
3. PAYMENT BOND
Crosswalk Improvements Contract Documents
CitygfBremerton, Washington 7 Skillings Connolly, Inc.
Federal Aid #STPUS.9918(015) March 2016
PROPOSAL FORM
Bidder: Massana Construction Inc.
Address: 4810 Pt. Fosdick Dr. SIE 237 Gig Harbor, WA 98335
Date: 6/10/16
TO: CITY OF BREMERTON
ADDRESS: 345 Wh Street, Suite 600
Bremerton, WA 98337
PROJECT, Crosswalk Improvements
The undersigned hereby certiy(iss) that he/they have personally examined the location and
construction details of work as outlined on the plans and specifications for Crosswalk
Improvements and have read and thoroughly understand the plans and specifications and
contract 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 typed
ADDENDA
Receipt of Addenda numbers 1 through 1 is hereby acknowledged.
Cromwalklmprowmenu Contract Docements
City of Brememn. Washington 8 Afflings Connolly, Inc.
Federal Aid 0STPUS-4918(OIS) March 2016
Proposal form per Addendum #I, onJinal proposal f6mi was deleted.
PROPOSAL FORM (Continued)
NOTE: Unit prices for all Items. all 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 an d
appropriate bid Items. DOR Rule 171 applies.
. lE�iil vpbl�t! Pilad, � .
PREPARATION
100 MOBILIZATION
1 LS. 3z, (p El
2 te00
WATER LINES
1.00 RESETTING EXISTING HYDRANTS
EAdi--._.._...._._......___..-._.._.... __......._ _ _ t5C) 15od o0
EROSION CONTROL AW PLANTING
11.00 INLET PROTECTION
3 EACH So, o0 750 ov
1. EROSIONANATER POLLUTION CONTROL
ti 1,250 00 i 1,360 00
��
620.00 CEMENT CONC. TRAFFIC CURB AND GUTTER
100 TRAFFIC SIGNAL SYSTEM MODIFICATIONS. KITSAP WAY 111TH
lei
Ls. Ell]
El
1.00 TRAFFIC SIGNAL SYSTEM MODIFICATIONS. I1TH ST I HIGH AVE
� Z o0o O o 0
1.00 RRFB SIGNAL SYSTEM COMPLETE, SR304 I 119 ST
s
Ell
Zq�O H
Croavc/k &vMvfMXnU Cmmoa Dwwwo
aygrBM r1ft Wvarl►lV- P sun rm- dr.
FftWd A1d t SIPM1V18IO/J) MANN 2016
PROPOSAL FORM (Continued)
E1.00 RRFB SIGNAL SYSTEM COMPLETE, KITSAP WAY / HARLOW
c
LS. 38, o00 �ooa
100.00 CEMENT CONC. TRAFFIC CURB
11 LF. "75. oo ryeo El
a1a00
12 CEMENTCONC PEDESTRUWCURB
Fo-1E
a. ..... .. ......... ._._
88.00 PAINT LINE
380.00 PLASTIC CROSSWALK LINE
H
is, IE
5 100
40.00 PLASTIC STOP LINE Fqo I
H I El El
0.40 RAISED PAVEMENT MARKER TYPE 1
Fal1 000.
$OO,
0.10 RAISED PAVEMENT MARKER TYPE 2
17 HUND 5000,
1.00 PERMANENT SIGNING
18 �Op El
1.00 PROJECT TEMPORARY TRAFFIC CONTROL
18 oe o
Qcoo 90000
40.00 PLASTIC YIELD LINE SYMBOL
� eAc�•I 5 5 , o o �
,ZOO
OTHER REUS
1.00 FIELD ADJUST RAMPS
$2,500 .DO 12,800 .00
EST. _.........---...._..... _...._ .__..._... ____._._ ___.�_...._..----• ---
cmnwnithop vwmm u
C Doctmrm�
CAW 9I&eBarnon. Wmhlvron • 10 SIdQh�gt Cwvial0t, /aa
Fc&ndAld#W A4-9918(0/5) Advch70/6
PROPOSAL FORM
8. CEMENT CONIC. CURB RAMP TYPE PARALLEL A
9000 °O 2aa0 °O
5.00 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR
oey
29 ��, _...- ._...._...----...__...._..._____-_____.�____._..___._ 9�• °D 45000
400 CEMENT OONC. CURB RAMP TYPE COMBINATION
24 EACH 9000. O° 000 �
,
7.00 RESOLUTION OF UTILITY CONFLICTS
� EST. 52,600 AO 52,600 .00
6.00 ADJUST CATCH BASIN
EACH 500
t.00 ADJUST VALVE BOX
n PJLCH 250 °� 250 `�
1.00 ROADWAY SURVEYING
� ao ee
298.00 CEMENT CONIC. SIDEWALK
[Ell
S.Y. --------.... _.--_____ �_._.___ _ ___ _..80
18880
1.Q0 ROADSIDE CLEANUP
� EST. • - - --.---.. _. __--- 56,000 .00 Sa,000 .00
i. MINOR CHANGE
97 EST. [;;Goo ,o0 513,000 .00
1. SPCC PLAN
00
93 L.S. ?j000, s0 80,
cea f#r s ware+�o+aao�, 9enism� aoee+�eer m�o� c�rro �
Gmnara.L -.... �g� _ y55. g
CmmmfklnWmmmu CwWwDwommu
City ofB_nvn. WarNWM 17 su tv CWWRK Im.
fedwalAddBSTPiL 491givii) tdmL*201d
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
IF CORPORATION
IN WITNESS WHEREOF, the undersigned corporation has caused this instrument to be
executed and its seal affixed by its duly authorized officers
this 10 day of 'June . 2016.
Massana Construction Inc. �mwt
Name of Corporation . �5
Ul
By Michael Keyser RA
Secretary
Sworn to before me this day of _� 1 C A N e 2016.
011111100
VAL
l Jul t iJ S pNN P �.0
��`�V •essichi •••.` ��,
Notary Public id and for the State of Washington residing
-I 0 Oar boo W A = * = PUBLIC
dw
NOTE: > .moves
NA *-N
1. If the Bidder is a co -partnership, so state, giving the name under which business is
transacted.
2. If the Bidder is a corporation, this proposal must be executed by the duly authorized officials
and notarized.
Crosswalk Improvements Contract Documents
Chy of Bremerton. Washington 12 Skulings Connolly, Inc.
Federal Aid # STPUS-9918(013) March 2016
STATEMENT OF BIDDER'S QUALIFICATIONS
Name of Contractor Massana Construction Inc.
Address 4810 Pt. Fosdick Dr. PMB 237. Gig Harbor, WA 98335
Telephone and Contact Person for this Bid Michael Keyser - 253-250-9832
Number of years the contractor has been engaged in the construction business under the present
firm name indicated: 15
Gross dollar amount bf work under contract: $ 65,000,000.00
Gross dollar amount of contracts not completed: $ 34,000,000.00
Type of work generally performed by Contractor. Heavy Civil Work
List of five projects of a similar size and nature that have been completed by the contractor within
the last ten years including the project name, year of construction, contracting agency, contract
phone number and the gross dollar amount of each project:
Project Name
Construction
Agency Name
Contact Name
DollarAmount
Year
Owned by contra=
and Number
Olympic Drive NW Bridge
2014-2015
WSDOT
Kim Mueller
870,304
special Repair
253-365-6752
Swantown Marina ABC Docks
2015
Port of Olympia
William Helbig
887,106
Rehabilitation
360-528-8000
SR 410/Scatter Creek Seismic
2014.2015
WSDOT
Aleta Borscbowa
513,469
Bridge
206-768-5860
AV A 320th Vicinity Noise Wall
2014
WSDOT
Aleta Borschowa
16864
Replacement
206-768-5860
West Tiger 8t Granite Creek Trail
2013
WSDNR
JefrJohnstone334,000
360.902-1203
List of five major pieces of equipment which are anticipated to be used on this project by the
contractor and note which items are owned by the contractor and which are to be leased or rented
from others:
Dump Truck
Owned by contractor
Ev avator
Owned by contractor
Pick up Tracks
Owned by contra=
Crosswalk Improvement Contract Documents
City ofBremerton. Washington 14 Skillings Connolly. Inc.
Federal Aid # STPUS-9918(01 J) March 2016
STATEMENT OF )BIDDER'S QUALIFICATIONS (continued)
Air Compressor Owned by contractor
Small Toole Owned by contractor
Bank References: PNC BANK
How many general superintendents or other responsible employees in a supervisory position do
you have at this time and how long have they been with this contractor? 20 employees - since 2001
Have you changed bonding companies within the last three years? No
If so, why? (optional) 4 /A
Have you ever been sued by the client on any public works contract for a special district,
municipality, county, or state government? No
For what reason? t,1 1A
Disposition of case, if settled: hl /A
Washington State:
Department of Labor and Industries Workmen's Compensation Account No.: 020,407-01
Department of Licenses Contractor's Registration No.: MASSACI920RW
Employment Security Department Number. 553934-00-0
Excise Tax Registration Number: 602-868-553
IRS Employer Number. 22-3849249
Percentage of work to be performed by General Contractor. 65%.
1UssA-.lA CPassauc.T�a.a �r�c..
BIDER
Q. By (signed)
INC
a geo�arE °ti=
._ AA
TITLE
.� g
A.
K) .
Crosswalklixpravemenrs Contact Docununts
City of areneerton, Washington 15 SkItangs Connolly, Inc.
Federal AW # STPUS9918(OM) March 2016
NON -COLLUSION DECLARATION
Failure to return this Declaration as part of the bid proposal package
will make the bid nonresponsive and Ineligible for award.
I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the
United States that the following statements are true and correct:
1. That the undersigned person(s), firm, association or corporation has (have) not, either
directly or indirectly, entered Into any agreement, participated in any collusion, or
otherwise taken any action in restraint of free competitive bidding In connection with the
project for which this proposal is submitted.
2. That by signing the signature page of this proposal, I am deemed to have signed
. and to have agreed to the provisions of this declaration.
To report rigging activities call:
NOTICE TO ALL BIDDERS
1-800424.9071
The U.S. Department of Transportation (USDOT) operates the above toll-free °hotline° Monday
through Friday, 8:00 a.m. to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid
rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such
activities.
The "hotline° is part of USDOT's continuing effort to Identify
construction contract fraud and abuse and is operated under the
Inspector General. All Information will be treated confidentially and
respected.
and investigate highway
direction of the USDOT
caller anonymity will be
DOT Form 272 -ORI
Rev6ad 0712011
Crosswalk Improvements Contract Doenments
Cly of Bremerion. Washington 18 Skulings Connolly, Inc.
Federal Aid 0 STPUS 9918(01 S) March 2016
CERTIFICATION FOR FEDERAL -AID CONTRACTS
The prospective participant certifies by signing and submitting this bid or proposal, to
the best of his or her knowledge and belief, that:
(1) 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. '
(2) 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.
This certification is material representation of the fact upon which reliance was placed when this
transaction was made or entered into. Submission of this certification is a arereauisite for
makino or enterina into this transaction imposed by Section 1352, Title 31, U.S. Code. 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 failure.
which exceed $100,000 and that all
subreclpients shall certify and disclose accordingly.
DOT Form 272.04M
RoWnd 071211
Crowvalk Improvements Contact Documents
City of Dremerton, Washington 17 SiiliingsConnolly, Inc.
Federal Aid # STPUS9918(01 S) March 2016
DBE UTILIZATION CERTIFICATION
Local Agency Disadvantaged Business
Enterprise Utilization Certification
To be eligible for award of this contract the bidder must fill out and submit, as part of Its bid proposal, the following Disadvantaged
Business Enterprise Utillzellon Certification relating to Dleadvardaged Business Enterprise (DBE) requirements. The Contracting Agency
shall consider as non-responsive and shell reject any bid proposal that does not contain a DBE Cwtification which properly
demonstrates that the bidder will meet the DBE participation requirements in one of the manners provided for in the proposed control
The Bidder must submit good faith effort documentation gots In rho went the bidder's efforts to solicit sufficient DBE participation has
been unsuccessful. The successful bidders Disadvantage Business Enterprise Utilization Certification shall be deemed a part of the
resulting contract. Information on certified firms is available from OMWBE online at: hNp://omwba.vm.gov/alrectory-dcoMed•fimm/
ML145 A>~��► wnlST�ucslo �.( 1n1C . certifies that the Disadvantaged Business Enterprise (DBE)
r
Firtne listed below have been contacted regarding participation on this project. If this bidder Is successful on this project and Is awarded
the contract, it shall assure that subcontracts or supply agreements are executed with those firms where an 'Amount to be Applied
Towards Goal' Is Usted. (If necessary, use additional sheet)
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Disadvantaged Business Enterprise Subcontracting Goal: `t `/p DBE Total $ 25(p, 5(p,$. •~
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See the sedlon'Cradhing DBE PaMc4mtlon Toward Meattng the host• In the Contract Documem.
The Contracting Agency will ullilze this amount to determine whether or not the bidder has met the goal. In the event of an wflhmetk dlBereme
between this total and the sum of the Individual amounts Usted above, than the sum of the amounts noted shall prevell end the total will be revised
accordingly. Perk p lion In excess of the goal amount will be considered volurdwy or reos•neutrai portico n.
SR
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1aRD16
Crosswalk hnnprovemencr Contract Document
CityojBremerron, Washington 1s SkilABs Connolly.
Federal Aid 0 STPUS-9918(015) March 2016
er:
Jun. 10. 2016 11:35AM DBE ELECTRIC No. 1804 P. 2
DBE UTILIZATION WRITTEN CONFIRMATION
Local Agency Disadvantaged Business Enterprise (DBE)
Written Confirmation Document
Man au on representative of the Disadvantaged Butiness Enterp se (DBE), I confirm that we
have been contacted by the referenced bidder with regarflo the referenced project and 0 the bidder
is awarded the contract we will enter Into an agreement with the bidder to participate In the project
consistent with the information provided in the bidders DIsadvantaofid
Contmet Title.
CROSSWALK IMPROVEMENTS - CITY OF BREMI;RTON
Sidder's Business Name: A55A+JA ( CjSTi2:v tjnoa %&X-.
DBE's Business Name: DBE ELECTRIC
DBE's Busurass,Addrese: PO BOX 9169, COVINGTON, WA 98042
DBE Signature; -
090's Title: PREIDENT
Date: 6/10/16
The enlAes must be consistent with what is shown on the bk*es Dleedventaged Business
Enlerpriee UtNization CerURcatlon. Fal= to do so wig result In bid rejection. See contract provision:
Disadvantaged &mutes Enterprise Conditton of Award PartUpagon.
Desatptlon of Work; ELWMCAL - TRAFFIC SIGNAL, W-8. & HAWK SIGNAL MMWS
Amount to be Applied Towards Goat: $256,565.62
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CITY OF BREMERTON — PUBLIC WORKS CONTRACT
��} w
THIS AGREEMENT is made and entered into this �— day of "e -" O (�
by and between the CITY OF BREMERTON ( "the City"), and
Massana Construction INC. ("the Contractor").
WITNESS:
THEREFORE, in consideration of the terms and conditions in this agreement, the parties
covenant and agree as follows:
1. The Contractor shall do all work and furnish all tools, materials, and equipment for
construction and completion of the Bremerton Crosswalks Improvements
project, located at various locations , Bremerton,
Washington, as set forth in the plans and specifications on file in the Public Works Director's
office, 345 6th Street, Suite 600, Bremerton, WA, 98337, which are hereby incorporated into this
contract by reference, and the Contractor shall further perform any alterations in or additions to
the work in accordance with the contract documents. The Contractor shall provide and bear the
expense of all equipment, work and labor that may be required for the transferring of materials,
construction, and completion of the work provided for in this contract, except as expressly
provided in the specifications to be furnished by the City.
2. The Contractor agrees to secure all necessary City and State permits, and a City of
Bremerton business license. The Contractor further agrees to file with the City Finance Director
a performance bond in the amount of $ 688,455.00 , that shall provide
for the completion of this Contract pursuant to the following specified conditions in addition to
the plans and specifications above-mentioned:
a. The Contractor shall commence construction of the project on or before ,
and shall complete construction of the project within 60 working days from
the date of execution of the contract. The Contractor agrees to pay the City liquidated damages
Of $ 1,721.14 per day for each day the work is not completed beyond the date set forth in
this contract. It is further agreed that the City shall deduct the amount of any applicable
liquidated damages from the final payment to the Contractor.
b. The construction shall be completed in accordance with the provisions of all
applicable ordinances, statutes, and regulations of the City, State, and Federal Governments,
including the payment of "prevailing wage." The Contractor and all Sub -Contractors who work
on the project shall provide to the City forms approved by the State Department of Labor and
Industries certifying that prevailing wages have been paid to Contractor's and Sub -Contractor's
employees as required.
Crosswalk Improvements Contract Documents
Citv of Bremerton. Washington 20 Skillings Connollv, Inc.
Federal Ail # STPUS-9918/015% Afarch 2016
c. The job site shall be posted at all times "DO NOT ENTER," and at no time shall
material or equipment�be allowed to block a public right-of-way. The work area shall be cleaned
at the end of each work day, with no material stored or left in the way of City work crews. The
City will agree to coordinate with the Contractor the moving of City vehicles so as not to be in
the way of the Contractor.
d. The Contractor shall not discriminate against any employee or applicant for
employment because of race, creed, national origin, gender, physical or mental handicap, or
age. The Contractor shall, in all solicitations for employees, or job orders for employees placed
with any employment agency, union, or other firm or agency, state that all qualified applicants
will receive consideration for employment without regard to race, creed, national origin, gender,
physical or mental handicap, or age. The Contractor shall include the provisions of this section
in every sub -contract or purchase order for goods or services which are the subject matter of
this contract. If the Contractor fails to comply with any non-discrimination provision of this
contract, the City has the right to cancel the contract in whole or in part. If the contract is
canceled after partial performance, the City shall pay fair market value or the contract price,
whichever is lower, for goods and services which have been received and accepted.
e. For contracts of twenty-five thousand dollars or less, at the option of the contractor
the City shall, in lieu of bond, retain fifty percent of the contract amount for a period of thirty days
after the date of final acceptance, or until receipt of all necessary releases from the department
of revenue and the department of labor and industries and settlement of any liens filed against
the project.
f. If work to be performed is within a public right-of-way, the Contractor shall be required
to notify all adjacent property owners of the project prior to the beginning of construction of the
project.
g. The Contractor shall utilize the Federal E -Verify program to verify that each
employee of the Contractor and any Sub -Contractor who works on this project is legally
authorized to be employed in the United States. Before a notice to proceed shall be issued by
the City, the Contractor shall provide the City with a certification that the Contractor has enrolled
in and implemented the E -Verify program to determine the employment eligibility of the
employees who will perform work on behalf of the Contractor. Any Sub -Contractor must also
provide a certification that the Contractor has enrolled in and implemented the E -Verify program
to determine the employment eligibility of the employees who will perform work on behalf of the
Contractor.
3. A. No liability shall attach to the City by reason of entering into this contract, except
as expressly provided in the contract. The Contractor shall defend, indemnify and hold the City,
its officers, officials, employees and volunteers harmless from any and all claims, injuries,
damages, losses or suits including attorney fees, arising out of or in connection with the
performance of this Agreement, except for injuries and damages arising out of or in connection
with the performance of this Agreement, except for injuries and damages caused by the sole
negligence of the City.
B. Should a court of competent jurisdiction determine that this Agreement is subject to
RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons
or damages to property caused by or resulting from the concurrent negligence of the Contractor
and the City, its officers, officials, employees, and volunteers, the Contractor's liability hereunder
Crosswalk Improvements Contract Documents
Citv of Bremerton, Washington 21 Skillings COnn)n011V, hu•.
Fez oral Aid 4 STPUS-9918('015) tifarcln 2016
shall be only to the extent of the Contractor's negligence. It is further specifically and expressly
understood that the indemnification provided herein constitutes the Contractor's waiver of
immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this
indemnification. This waiver has been mutually negotiated by the parties. The provisions of this
section shall survive the expiration or termination of this Agreement.
4. A. Contractor shall maintain the following insurance limits:
1. Automobile Liability insurance with a minimum combined single limit for bodily
injury and property damage of $1,000,000 per accident;
2. Commercial General Liability insurance shall be written with limits no less
than $1,000,000 each occurrence, $2,000,000 general aggregate and a
$2,000,000 products -completed operations aggregate limit.
3. Worker's Compensation coverage as required by the Industrial Insurance
Laws of the State of Washington.
B. The Contractor's insurance coverage shall be primary insurance as respect
the City. Any Insurance, self-insurance, or insurance pool coverage maintained
by the City shall be excess of the Contractor's insurance and shall not contribute
with it.
C. The Contractor's insurance shall be endorsed tostate that coverage shall not
be canceled by either party, except"'after thirty (30) days ,prior written notice by
certified mail, return receipt requested, has been given to the City.
D. Contractor shall furnish the City with original certificates and a copy of the
amendatory endorsements, including but not necessarily limited to the additional
insured endorsement, evidencing the insurance requirements of the Contractor
before the commencement of the work.
E. All of the provisions set forth in Section 4,. Subsections A— D, shall also apply
to any and all Sub -Contractors who work on the project.
5. The parties agree that the Contractor engages in said work as an independent
contractor. Nothing contained in this agreement shall be construed as making the Contractor the
agent to the City for any purpose or as authorizing or empowering the Contractor to obligate or
bind the City in any manner.
6. The Contractor for itself and for its heirs, executors, administrators, successors, or
assignees, does agree to fully perform all the Contractor's covenants contained in this
agreement.
7. The City agrees that upon completion of the terms and conditions of this Contract by
the Contractor, and acceptance of the completed project by the City Council, the City will pay to
the Contractor the sum of $ 6Rg,455_oo (six hundred eighty-eight thousand four hundred fifty-five Dollars), which amount
shall not include sales tax. The City further agrees to release the Contractor's performance
bond upon acceptance of the completed project by the City Council, on the day following the
Crosswalk Improvements Contract Documents
City of Bremerton, Washtttgton 22 Skillings Connolly, Inc
Federal Aid # STPUS-9913(015) Alarclt 2016
next regularly scheduled City Council meeting following the completion of the project and
submission of all necessary documents required by law and this Contract.
r�bkSSCon,;_
Contractor
By:
M 0--5-, V—\
Title:re.s;�e,.�'�
CITY OF BREMERTON
ByAr/Z'7/,?,09Z 1,6
(J*afty ent — Mayor
ATTEST:
By
-C�ehffisen Piireetoof Financial s
aArtn4vi (err,
Crosswalk Improvements Contract Documents
Citv of Bremerton, Washington 23 Skillings Connolly, Inc.
Federal And # STPUS-9918(015) March 2016
II. GENERAL PROVISIONS
PURPOSE
The purpose of the City of Bremerton Design and Construction Standards is to provide
a consistent framework under which physical aspects of design and construction will be
implemented. Most of the elements contained in this document are Public Works
oriented and are related to the development or platting process; however it is intended
that they apply to both public and private work.
These standards cannot apply for all situations. They are not intended to substitute for
good technical practices and competent design work. It is expected that the design
professional will bring the best of skills from their respective disciplines. These
standards also include standard plans which are to be used in conjunction with design
activities.
1-10 SHORTEN DESIGNATION: These City of Bremerton Design and Construction
Standards shall be cited routinely in the text as the "Standards".
1-20 REFERENCES: The Standards are intended to be consistent with the most
currently adopted provisions of:
1-20.1 Bremerton Municipal Code (BMC), including all pertinent ordinances
1-20.2 State of Washington Shoreline Management Act
1-20.3 State and National Environmental Policy Acts
1-20.4 City Design Standards
1-20.5 Washington State Department of Transportation
1-20.6 Uniform Building Code
1-20.7 A Policy on Geometric Design of Highways and Streets, AASHTO.
1-30 STANDARD SPECIFICATIONS: Except where the Standards provide otherwise,
design detail, workmanship and materials shall be in accordance with the current edition of
the "Standard Specifications for Road, Bridge, and Municipal Construction" (APWA
Specification) prepared by the Washington State Chapter of the American Public Works
Association and the Washington State Department of Transportation.
1-40 OTHER SPECIFICATIONS: The following shall be applicable when pertinent, when
specifically cited in the Standards, or when required by higher funding authority:
1-1
1-40.1 U.S. Department of Transportation Manual of Uniform Traffic Control
Devices (MUTCD), as amended and approved by Washington State Department of
Transportation.
1-40.2 Rules and regulations of the State Board of Health regarding public water
systems, as published by the State Department of Social and Health Services.
1-45 PERMITS: Permits and approvals are required prior to any construction or
demolition work in the public right-of-way. Much work done under these Standards will
require multiple permits such as water, sanitary or storm sewer work in addition to the right-
of-way permit. Questions should be directed to the City Engineer's Office.
An approved copy of the right-of-way permit together with a set of approved plans and
specifications shall be available on the job site whenev er work is being done on any
portion of the project.
1-50 MODIFICATIONS AND UTILITIES: Modifications from these Standards may be
granted by the Public Works Director upon evidence that such modifications are in the
public interest, that they are based upon sound engineering practices, and that
requirements for safety, function, appearance, maintainability, and durability are fully met.
Desired modifications must be submitted in writing and approved in writing prior to
construction.
1-60 GUARANTEES: Performance and Warranty Guarantees will be required for all
public works improvements, unless waived by the Director.
Acceptable methods of guarantees will be as follows:
1. Cash deposit
2. Assignment of Savings Account
3. Letter of credit
4. Bond
Standard documents as approved by the City for the above items are available from the
City Engineer.
1-60.1.1 Performance Guarantees will be required for all public works improvements
as detailed on the approved plans, unless conditions are met as noted below:
STREET/ALLEY, SIDEWALK: Estimated cost plus 20% QB for a plat,
construct all improvements prior to final plat approval.
UTILITIES: Estimated cost plus 20% OR construct improvements prior to
occupancy QB for a plat, construct prior to final plat approval.
1-2
1-60.1.2 The initial guarantee and subsequent extensions as approved will be limited
to one (1) year increments. If time extensions are approved, the guarantee amount shall
be revised to reflect inflation and/or other cost impacts.
1-60.1.3 The developer shall provide an estimate of the improvements based on the
approved plans, prepared by an Engineer licensed in Washington.
1-60.1.4 The estimate shall be itemized by description, quantities and costs. The
submitted data will be reviewed by City Engineer for adequacy of quantities and
comprehensiveness of estimates. The estimate shall be reviewed to reflect the City's cost
to complete the improvements.
1-60.2.1 Warranty guarantees will be required at the time of final acceptance of the
improvements. The Warranty Guarantee amount will be ten percent (10%) of the
Performance Guarantee amount or of the documented final cost of the improvements. The
Warranty Guarantee is required prior to release of the Performance Guarantee.
1-60.2.2 Methods of posting Warranty Guarantee shall be the same as for
Performance Guarantee and shall be for a period of one year.
1-70 AS-RUILTS: Upon completion of work on all projects the "Original" approved plan
shall be revised to reflect as -built conditions by the developer's or contractor's engineer and
submitted to the City Engineer for permanent records. The "as-builts" shall be submitted in
an electronic form and on 24" x 36". The submission of "as-builts" shall be considered part
of the performance required to complete a project. The Certificate of Occupancy and the
Performance Guarantee as noted in Section 1.60.1 will be retained by the City until this
requirement is met.
1-80 PLANS: Work involving the design of street improvements, drainage, water and
sewer improvements must be stamped by a registered Civil Engineer licensed in the State
of Washington. Any structural work must be stamped by a structural engineer licensed in
the State of Washington.
The Engineering Division has established these basic standards so plan checking can be
processed efficiently. Plans must meet the following standards before they will be
accepted.
1-80.1 Type and Size of Paper for Plans: The minimum acceptable size is to be 24"
X 36". Plans submitted must be drawn on polyester drafting film or vellum.
90000pren. - . a.I
1-3
1-80.2(1) All plans are to be drawn utilizing an engineer's scale.
1-80.2(2) The minimum acceptable scale for public works improvement plans shall be
1" = 40' for plan view (horizontal) and 1" = 5' for profile view (vertical). In cases when the
horizontal scale is enlarged, the vertical scale shall also be enlarged. A larger scale may
be required if the plans are crowded, cluttered or hard to read. On small projects, it shall
be expected that the scale will be enlarged to adequately utilize the full plan sheet.
1-80.3 Required Plan Sheets: The following plans for public works improvements
shall be prepared:
1-80.3(1) Erosion control and grading plan (during and after construction).
1-80.3(2) Street improvements (including frontage improvements & street trees).
1-80.3(3) Storm drain or drainage plan (drainage and street plans may be combined
when approved by the City Engineer).
1-80.3(4) Sanitary sewer plan.
1-80.3(5) Water system plan
1-80.3(6) Traffic Control.
1-80.3(7) Street Lights & Traffic Lights.
NOTE: Cross-section sheets may be required for plan checking.
1-80.4(1) All public works plans for street improvements and utility systems shall be
prepared in a plan/profile format either with sheets printed in half plan and half profile or
with separate sheets for plan and profile views.
1-80.4(2) Plans shall be prepared with all utilities, both new and existing, shown on all
sets of plans. For example, on the sanitary sewer sets, the water and storm drains shall be
shown with the sanitary sewer portions being heavily highlighted. Other utilities are also to
be shown in profile views where crossings occur.
1-80.4(3) Whenever possible, use notes specifying City Standards numbers for
common items such as catch basins, restrictors, fire hydrant assemblies, etc.
1-80.4(4) Provide signature block on all public works plans for City Engineer's
approval.
1-4
1-80.4(5) Show complete data for curb radii, utility locations (new and existing), curb
elevations, street stationing, street widths, existing adjacent improvements, elevations of
existing street improvements and utilities, etc.
1-80.4(6) All elevations and grades on public works plans shall be to Bremerton City
datum available from the Public Works and Utilities Department, Engineering Division.
1-80.4(7) At the back of this Section is a plan preparation checklist which includes
many items that are to be noted on all plans as applicable. A copy of the checklist with all
applicable items for each plan sheet "checked" as addressed by the designer is to be
turned in with all plan submittals for plan checking to Engineering. Additional copies of the
checklist are available from Engineering as needed.
1-80.4(8) A summary of quantities for all work within the public right-of-way or in
easements granted to the City shall be listed on the title sheet or on the first sheet of all
plans or sets of plans. The following list can be used as a guideline for the items to be
listed but is to be supplemented as necessary for a particular project:
1-90 TRAFFIC CONTROL PLAN: Traffic control plans shall be submitted with the permit
application for all construction projects which impact any public roadway including but not
limited to lane closures, detours, slow-moving vehicles or actual construction within the
right-of-way such as trenching, paving, etc.
1-5
ITEM
ABBREVIATION
1-80.4(8)A
Asphalt concrete pavement (roadway)
Ton
1-80.4(8)B
Cement concrete pavement (roadway)
S.Y.
1-80.4(8)C
Asphalt concrete pavement (alley)
Ton
1-80.4(8)D
Cement concrete pavement (alley)
S.Y.
1-80.4(8)E
Curb and gutter
L.F.
1-80.4(8)F
Concrete sidewalk
S.F.
1-80.4(8)G
Concrete driveway approaches
S.F.
1-80.4(8)H
Water main (size)
L.F.
1-80.4(8)1
Gate valves (size)
Ea.
1-80.4(8)J
Butterfly valves (size)
Ea.
1-80.4(8)K
Sewer main (size)
L.F.
1-80.4(8)L
Side sewer (size)
L.F.
1-80.4(8)M
Sewer manholes (type)
Ea.
1-80.4(8)N
Drain pipe (size)
L.F.
1-80.4(8)0
Catch basins (type)
Ea.
1-80.4(8)P
Traffic regulatory signs (type)
Ea.
1-80.4(8)Q
Street name signs
Ea.
1-80.4(8)R
Fire hydrant assemblies
Ea.
1-80.4(8)S
Water main blow -offs
Ea.
1-80.4(8)T
Streetscape Trees (species & sizes)
Ea.
1-90 TRAFFIC CONTROL PLAN: Traffic control plans shall be submitted with the permit
application for all construction projects which impact any public roadway including but not
limited to lane closures, detours, slow-moving vehicles or actual construction within the
right-of-way such as trenching, paving, etc.
1-5
1-100 CONSTRUCTION SCHEDULE: A schedule of construction activities shall be
submitted prior to issuance of a permit.
1-110 INSPECTION:
1-110.1 Materials - Sampling and Testing: Compaction tests, material sampling and
testing shall be required at the discretion of the City Engineer. When required, all testing
shall be performed by a testing laboratory certified in the State of Washington. Copies of
all test reports shall be furnished to the City Engineer. All costs incurred for testing or
sampling as required shall be the responsibility of the contractor or developer.
1-110.2 Materials -Submittals_ Submittals shall be submitted to the City Engineer with
substantial proof that all materials used in construction conform to all applicable Standards.
1-110.3 Compaction Tests: Compaction tests will be required at the discretion of the
City Engineer on all construction work within the right-of-way.
1-110.4 Line and Grade: Surveying as required to construct a given project per the
approved plans shall be furnished by the developer or contractor at no expense to the City.
It is required that survey stakes be set for new curb and gutter construction, for both
horizontal and vertical control.
1-110.5 Controlled Density Backfill: The City Engineer may require controlled
density backfill in lieu of native or granular backfill. Controlled Density Backfill shall
meet the WSDOT/AASHTO specifications.
1-120.1 Laws to be Observed: The contractor, applicant and owner, at all times shall
comply with all Federal and State laws, local laws and ordinances, and any regulations
which in any manner affect the project. The contractor, applicant and owner, shall release,
indemnify and promise to defend and save harmless the City, its officers, employees and
agents from and against any and all liability, loss, damage, expense, actions, and claims,
including costs and reasonable attorneys fees incurred by the City in defense thereof,
asserting or arising directly or indirectly on account of any violation of the laws, ordinances
or regulations whether such violations are by the contractor, his subcontractors, his
employees, or his agents.
1-120.2 Protection and Restoration of PropeU: The contractor shall protect and
preserve from damage, interference and destruction all private and public property on or in
the vicinity of the work. If such property is damaged or destroyed or its use interfered with
by the contractor or his agents, it shall be restored immediately to its former condition by
the contractor at his expense and such interference terminated. The contractor shall
protect all surveying monuments and property corner markers.
1-120.3 Utilities and Similar Facilities:
1-6
1-120.3(1) The contractor shall protect from damage private and public utilities,
including telephone and telegraph lines, power lines, sewer and water lines, railroad tracks
and appurtenances, highway lighting and signal systems, and similar facilities.
1-120.3(2) It is the contractor's responsibility to contact the local underground utilities
"one -call" number 48 hours in advance of any construction which requires excavation. The
one -call number is 1-800-424-5555. RCW Chap. 19.122.
1-120.4 Traffic Control at Construction Site: Approved traffic control shall be
established for all construction projects which impact any public roadway including but not
limited to lane closures, detours, slow moving vehicles and actual construction within the
right-of-way. See Section 1-9.
1-120.5 Detours and Road Closures: Approval must be received from the City
Engineer and Police Department for all detours and road closures. See Section 1-90.
1-120.6 Flagmen, Barricades and Signs: Flaggers, barricades, signs and traffic
control shall conform to the Standards established in the latest approved edition of the
MUTCD. See Sec. 1-90. All equipment and materials required for traffic control shall be
furnished, installed 'and maintained by the contractor to the satisfaction of the City
Engineer.
1-120.7 Inspection:
1-120.7(1) Work performed within the public right-of-way, whether by or for a private
developer, by City forces, or by a City contractor, shall be done to the satisfaction of the
City Engineer and in accordance with approved plans and Standards. Unless otherwise
approved, any subsequent modifications to approved plans must be approved in writing by
the Director before being implemented.
1-120.7(2) It is the responsibility of the developer, contractor or their agents to notify the
City in advance of the commencement of any work and to have all work inspected as
construction progresses. Advance notification of at least 24 hours is required for
scheduling of inspections. Timely notification by the contractor is essential for the City to
verify the work meets the standards. Failure to notify the City of construction inspection
may result in additional and more complex testing and certification of proper
construction standards. The City may prohibit or limit further work until all inspections
and corrections have been made to the satisfaction of the City Engineer. All costs
associated with additional inspection procedures shall be borne by the contractor.
1-120.7(3) A preconstruction conference and/or field review may be required before the
start of any work on major projects as determined by the City Engineer.
1-120.8 Site Maintenance:
1-7
1-120.8(1) The developer and contractor shall schedule and control his work so as to
prevent hazards to public safety, health and welfare.
1-120.8(2) Streets shall be kept free of dirt and debris on a continuous basis.
1-120.8(3) Pedestrian facilities shall be kept free of obstructions, and continuity shall be
maintained at all times unless otherwise approved by the Engineering Department.
1-120.8(4) On existing streets, two-way traffic shall be maintained at all times unless
detour plans have been approved in advance by the City Engineer.
1-120.8(5) Pedestrian and vehicular access to occupied buildings shall be maintained at
all times except where approval from the building owner has been obtained.
1-120.9(1) wired Plans and Purim: A temporary erosion/ sedimentation plan is
required for the following land alteration activities: on all developments with slopes 15% or
greater; or where cut and/or fill slopes 15% or greater will be created by the proposed
work. The plan shall clearly indicate the construction sequence for establishment of all
erosion control work both temporary and permanent and shall be a separate drawing. The
following are the minimum notes required on all temporary erosion/sedimentation control
plans:
1-120.9(1)A The temporary erosion control system shall be installed prior to all other
construction.
1-120.9(1)B Where possible, maintain natural vegetation for silt control.
1-120.9(1)C As construction progresses and seasonal conditions dictate, the erosion
control facilities shall be maintained and/or altered as required by the City Engineer to
insure continuing erosion/sedimentation control.
1-120.9(1)D Temporary siltation ponds and all temporary siltation controls shall be
maintained in a satisfactory condition until clearing and/or construction is completed,
permanent drainage facilities are operational, and the potential for erosion has passed.
1-120.9(1)E All disturbed land areas left for 30 days or more shall be seeded with a mix
and by a method approved by the City Engineer and maintained until seed germination is
assured.
1-120.9(1)F Approval of this plan does not constitute an approval of design, size, nor
1-8
location of pipes, restrictors, or detention facilities; but is an approval of grading and
sedimentation control plan only.
1-120.9(1)G The public right-of-way shall be kept clean. Tracking of mud and debris from
the site onto the public right-of-way will not be allowed. Failure to comply with this
condition will result in all work on the site being stopped.
1-120.9(1)H Cleanup and Restoration. The following procedures shall be followed in
cleaning and restoring the construction site:
1. Street shall be swept each day.
2. Disturbed soils shall be final graded, seeded and mulched; or sodded after the
installation of the utility.
3. Ditches shall be seeded, jute matted, netted, sodded, or rock lined to control
erosion.
4. Any debris including rocks, cobbles, dirt and silt of downstream drainage
facilities, whether ditches or pipe and catch basins, which results from the
construction, shall be cleaned out and the work restored to a stable condition as
a part of site cleanup each day.
1. Plot Plan Showing:
Dimensions
North arrow
Scale (engineering, not architectural)
Street name(s)
Right-of-way width(s) (show both sides from centerline)
Property lines
Building location (distances to lot lines)
Driveway location (both proposed and existing and distances from lot lines
or corner for each)
Easements (type and width)
Spot elevations at:
Each property corner
Finish grade (at building corners)
Finish floor
Top of curb (at property lines)
Each edge of driveway (at property line)
Cross-section view (may show some of the above)
Parking (proposed traffic flow at entrance and exit)
Address and/or assessor's tax lot number
Short plat (location of all housing planned)
Flood plain data (if applicable)
2. Sanitary Sewer Plan Showing:
1-9
Sewer line locations (show relationship to water lines)
Sewer line sizes, material, and class of material
Sewer line slopes
Building location
Elevations at:
Building line
Changes in line or grade
Property line
Public Sewer
Appurtenances, such as cleanouts and back water valves
3. Storm Sewer Plans Showing:
Storm drainage calculation
Storm line locations
Storm line sizes
Storm line slopes
Downspout locations
Catch basin locations
Detention/retention details
Elevations at:
Catch basins
Top of grate
Invert elev.
Property line
Public sewer
Area of impervious surface
Drainage pattern of impervious surface
Oil separators detailed drawing (if required)
Connection to public system
Location and size of public system
Other required best management practices (BMP)
4. Curb, Gutter and Sidewalk Plans Showing:
Property lines
Street centerline
Sidewalk width and location (thickness as per specs.)
Driveway width, location and grade (thickness as per specifications)
Curb height, slope
Gutter width, thickness
Wheelchair ramps, location
Expansion joints
Catch basin locations
Spot elevations at:
Point of curve (on curb)
Point of tangency (on curb)
1-10
Top of curb at property lines
Front and back edges of sidewalk at property lines and grade breaks
Details on any retaining walls at right-of-way lines
Topography of opposite side of roadway
5. Lighting Plan
A lighting plan shall be submitted in accordance with City lighting standards.
6. Traffic Plan
A traffic plan shall be submitted in accordance with the MUTCD.
DIVISION 2. EARTHWORK
2-10 METHODS OF EROSION AND SEDIMENTATION CONTROL: The types
of control as noted in this section and the related standard plans for erosion and
sedimentation facilities are a minimum requirement, unusual conditions may require more
extensive facilities. Erosion control facilities shall be periodically inspected and maintained
by the developer or contractor to insure continued operation.
2-10.1 Temporary Siltation/Sedimentation Ponds:
Temporary siltation/sedimentation ponds shall be required of all land alteration operations
in order to detain runoff waters and trap sediment from erodible areas thus protecting
properties, drainage ways, and streams below the installation from damage by excessive
sedimentation and debris deposition. The dam or barrier forming the pond shall be located
to provide for maximum capacity for trapping sediment behind the structure as well as for
greatest ease of cleaning. The temporary pond requirement may be waived, at the
discretion of the City Engineer, for small areas of land disturbance where potential damage
is minimal and pond construction impractical as long as runoff from all such areas is
satisfactorily filtered prior to discharge from the site.
2-10.2 Check Dams and Berms: Check dams and/or berms shall be incorporated
into erosion control facilities as needed.
2-10.2(1) Straw bales (staked in place) may be used as energy dissipating drop
structures, flow direction control structures and/or dams to create ponding. See Standard
Detail No. 2002 and 2003.
2-10.2(2) Rock berms can be used for all uses stated for straw bales and may be used
as filtering devices.
2-10.2(3) Earth berms may be used to control flow direction and prevent silt -laden
water from discharging into adjacent properties and/or the public rights-of-way. See
Standard Detail No. 2004.
2-10.3 Natural/Synthetic Erosion Control:
2-10.3(1) Natural and/or restorative vegetation is encouraged in controlling erosion.
2-10.3(2) Mulches, such as hog fuel or straw may be used as temporary control on
exposed areas during inclement weather. It may be necessary to hold mulch in place with
utility mesh or netting.
2-10.3(3) Impervious covers such as plastic sheeting may also be used for temporary
protection and should be staked to the ground or held in place with tires or rocks.
2-1
2-10.4 Filtering Devices: Filtering devices such as filter fabric fences may be used
to filter runoff prior to discharge from site. See Standard Details No. 2005. Approved filter
fabrics are celanese fiber, polyvinyl chloride woven cloth, reinforced chlorosulfinated
polyethylene cloth, chlorinated polyethylene woven cloth, such as mirafi 100 X, Typar
3401, Stabilenka 100, Amoco Pro Pex Sih Stop or approved equal.
2-10.5 Intercepting Ditches: Intercepting ditches are recommended, whenever
possible, to be located across future building sites to preserve natural vegetation.
Intercepting ditches outside of future building sites should meander to avoid trees.
2-10.6 Cut-off Trenches: Cut-off trenches are recommended to dissipate drainage
into the natural on-site vegetation.
2-10.7 Flexible Down Drains: Flexible down drains may be utilized as temporary
structures to protect open slopes and shall be constructed of flared end sections connected
by plastic sheet tubing, heavy duty fabric, or nonperforated corrugated plastic pipe. See
Standard Detail No. 2006.
2-10.8 Gradient Terraces: A gradient terrace is an earth embankment or ridge
designed so that the top of the constructed ridge is no lower at any point than the design
elevation of the water surface of the outlet under design flow and is installed so as to
intercept surface runoff and convey it to a stable outlet at a non-erosive velocity. Gradient
terraces may be useful both as a temporary and/or a permanent erosion control measure.
See Standard Detail No. 2007.
2-10.9 Temporary Construction Entrance: A temporary construction entrance is a
rock stabilized temporary entrance pad and shall be constructed at points where traffic will
be entering or leaving a construction site from or onto public right-of-way. The pad shall be
sufficient length and width to eliminate transportation of mud and sediment from the
construction area onto the public right-of-way by motor vehicles or by runoff, but under no
circumstances shall it be less wide than the ingress/egress at the right-of-way nor less than
50 feet long. The stabilized construction entrance shall be a minimum thickness of eight
inches and constructed of material approved by the City Engineer. The entrance shall be
maintained to the satisfaction of the City Inspector. See Standard Detail No. 2008. When
site conditions are such that the temporary entrance pad fails to perform as required, all
vehicles exiting the site shall have their tires and wheels cleaned by sweeping, brushing or
washing prior to entering public right-of-way. All washing shall be done on an area draining
to an approved erosion control facility.
2-10.10 Erosion Control Practices During Roadway and Parking Lot Construction: In
addition to those erosion control methods above, the additional erosion control measures
below may be necessary to protect the installed storm drainage system and/or downstream
systems and shall be utilized in such combination as is necessary to achieve the
requirements of these Standards. Erosion control facilities shall be periodically inspected
and maintenance performed in order to insure their proper functioning.
2-2
2-10.10(1) Sediment traps are structures of limited capacity designed to create a
temporary siltation pond/filter around storm drain inlets or at points where silt -laden storm
water is discharged. Periodic maintenance by the contractor or developer is crucial to the
proper functioning of sediment traps. Example of typical sediment trap installations is the
gravel filter type, seen on Standard Details No's. 2010 and 2002.
2-10.10(2) Interceptor dikes are temporary berms of compacted soil or gravel
constructed across disturbed construction areas. Interceptor dikes shall be designed and
constructed so as to reduce erosion by intercepting storm water and diverting it to
stabilized outlets such as siltation/sedimentation ponds or areas of well-established
vegetation.
W
DIVISION 3. STREETS AND RELATED WORK
3-10 GENERAL: Design, preparation of plans, and construction of all street
improvements and/or appurtenances shall be the responsibility of the developer. All
improvements shall be in accordance with current City of Bremerton Design and
Construction Standards. All plans shall be approved by the City Engineer prior to issuance
of any permits for construction.
3-20 DESIGN:
3-20.1 Roadway Types and Geometrics:
3-20.1(1) City of Bremerton roadways are classified functionally as indicated in
Standard Detail No. 3001. Criteria for minimum right-of-way and roadway widths and other
geometrics shall be as listed for given classifications.
3-20.1(2) Structural sections and roadway appurtenances shall be as shown on
Standard Details Nos... 3002, 3004, 3005, 3006. Where unusual site and use conditions
occur the City Engineer may require the designer to perform an engineering analysis on
parameters such as soil conditions, ADT and vehicle classifications of traffic proposed
on the street.
3-20.1(3) Typical Utility Locations: Typical utility locations for design purposes are
shown on Standard Detail No. 3009.
3-20.1(4) Curb and Gutter: Type "A-1" curb and gutter per Standard Detail No. 3131
shall be used on both sides of all roadways.
3-20.1(5) Concrete Sidewalks: Concrete sidewalks shall be required as noted in
Standard Detail No. 3101 and shall be constructed per Section 8-14 of the Standard
Specifications.
3-20.1(6) Driveways: Driveways shall be per Standard Details Nos. 3121, 3122 as
applicable.
3-20.1(6)A General Criteria:
3-20.1(6)A1 New driveways installed in areas where curb and gutter improvements are
not existing, and not required, shall be paved from the existing edge of pavement to the
property line regardless of whether the remainder of the driveway on the private property is
paved.
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3-20.1(6)A2 In areas not fully improved with curbs and sidewalks, the elevation of the
driveway at the point where it crosses the property line shall not be more than 3 inches
higher than the elevation of the centerline of the existing paved street if the driveway is
rising on the private property side and no lower than level with the elevation of the
centerline of the existing street if the driveway is falling on the private property side.
Provided however, storm runoff shall be maintained off the street.
3-20.1(6)A3 Commercial driveways located closer than 100 feet from the approach to an
arterial intersection shall be signed and marked "Right Turn Only" for ingress and egress
unless otherwise approved by the City Engineer. Private "Intersection Type" driveway
openings may be approved in lieu of conventional driveways in commercial areas where
the following criteria are met:
3-20.1(6)A3a Projected driveway usage is greater than 1000 vehicles per day.
3-20.1(6)A3b The opening is at least 200 feet from any other intersection.
3-20.1(6)A3c The opening is at least 200 feet from any other driveway on the property
frontage under control of the applicant.
3-20.1(6)A3d A minimum 100 -foot storage area is provided between the curb line on
the street and any turning or parking maneuvers within the development.
3-20.2 Local Street Design:
The following elements should be incorporated in the design of the local residential
street system to discourage and minimize both the volume and impact of through traffic
within residential neighborhoods or subdivisions:
1. Use of T -intersections
2. Use of Cul-de-sacs
3. Use of loop streets
4. Use of curvilinear street pattern
Employment of the above design elements will provide some degree of travel
discontinuity, thus discouraging the use of residential street system and through routes.
In addition excessive speed within the neighborhoods may also be minimized. Care
should be taken in street design to ensure that connections to collector and arterial
streets are adequate, as determined by the City Engineer.
3-20.3 Street Ends:
3-20.3(1) Cul-de-sacs shall be provided at all permanent street ends and on any
temporary dead end location when the length of the street is more than 200 feet.
Cul-de-sacs shall be per Standard Detail No. 3005.
3-2
3-20.3(2) On temporary dead ends, when the length of the street is less than 200 feet,
the required turn -around area may be a hammerhead type of design per Standard Detail
No. 3011.
3-20.4 Sight Distance and Stopping Sight Distance:
The designer shall use WSDOT " Design Manual and AASHTO " A Policy on Geometric
Design of Highways and Streets for determining sight distances.
3-20.5 Intersections:
3-20.5(1) Criteria:
Intersections Low Speed
Curves
Angle of Intersection 801 to 900 Up to 801
Minimum centerline radius N.A. 100 feet
Minimum curb radius 25 feet N.A.
3-20.5(2) Minimum Centerline Offset of Adjacent Streets
3-20.5(2)A Local access and collector streets, any combination 160 feet
3-20.5(2)6 Local access or collector streets, crossing or connecting to any arterial; or
arterials intersecting arterials 300 feet
3-20.5(3) The design engineer shall field locate and verify the alignment of all
existing utilities including depths and manhole inverts.
3-20.6 Radii on Curb Returns:
3-20.6(1) The minimum allowable curb radius shall be 25 feet, which is to be measured
from the radius point to the face of curb. The 25 -foot radius curb return may only be used
at the intersection of two local access residential streets.
3-20.6(2) On all other street intersections, the minimum allowable radii shall be 30 feet,
which shall also be used at the intersection of local access residential street with any
collector or arterial.
3-20.6(3) Radii of 40 feet or more, and preferably three -centered compound curves or
simple curves with tapers to fit the paths of appropriate design vehicles, should be provided
where large truck combinations and buses tum frequently. Larger radii are also desirable
where speed reductions would cause traffic problems.
3-3
3-20.7 Curb Ramps (Wheelchair Ramps): In accordance with State Law, curb
ramps shall be provided at all pedestrian crossings with curb sections. See Standard
Details No. 3111 and 3112 for details. It is required that when a ramp is constructed giving
handicap access to the roadway area, the corresponding ramp at the opposite side of the
roadway will also be required. Exact locations at each curb return will be approved in the
field during construction.
3-20.8 Monumentation: It shall be the developer's responsibility to monument the
boundaries of all plats, major street intersections, and street centerline control points.
3-20.8(1) Monuments shall be located at all centerline intersections of intersecting
streets. Curve streets shall be monumented at centerline P.I.'s (point of intersection), if it
falls within the street driving surface, otherwise both P.C. (point of curvature) and P.T.
(point of tangency) of the curve shall be monumented.
3-20.8(2) Monument and monument case and cover shall be supplied and installed per
Standard Details No. 3401. Monuments shall be set by a Professional Land Surveyor,
licensed in the State of Washington.
3-20.8(3) It shall be the responsibility of the developer to provide longitude and latitude
coordinate information of all newly installed monuments to the City Engineer.
3-20.9 Street Illumination:
3-20.9(1) Street lights shall be provided in construction drawings for plats and for
commercial developments in accordance with City street light standards. All luminaires
maintained by the Puget Sound Energy shall be subject to their approval. All street light
wiring, conduit and service connections shall be located underground.
3-20.9(2) Street light locations must be approved by the City Engineer.
3-20.9(3) Coordination for the installation of the street lighting system by Puget Sound
Energy (if applicable), shall be the responsibility of the developer.
3-20.10 Traffic Control Signing and Striping:
3-20.10(1) All traffic control devices shall conform to "Manual on Uniform Traffic Control
Devices" (MUTCD) as applicable. It shall be the developer's responsibility to pay for all
materials and labor as required to install all traffic control devices. All required signing
(traffic control and street name signs), striping, and other delineation as required, shall be
as shown on the street improvement plans prior to plan approval and shall be installed by
City forces. Developer shall reimburse City for installation of traffic control devices.
3-20.10(2) See Section 9.2.1, "Lane Markers", Standard Specifications for Road, Bridge
3-4
and Municipal Construction.
3-20.11 Guardrails: Where required, guardrails shall conform to standards published
in Standard Specifications WSDOT and APWD, most recent revision. Type selected shall
be approved by the City Engineer.
3-20.12 Safety Railing:
3-20.12(1) Sidewalk Safety Rail: When a sidewalk is to be constructed above a slope,
adjacent to a rock wall or retaining wall where, in the opinion of the City Engineer a
hazardous condition will exist, a safety rail will be required.
3-20.12(2) Design: Safety railings shall be constructed of 2" galvanized steel pipe with
vertical supports at 10 feet on center and horizontal railings 9 inches on center. All joints
except expansion joints, shall be welded and the entire safety railing coated to assure
corrosion protection. Railings shall be erected to assure a continuous line and grade.
Finish height to be 42 inches above pedestrian area.
See Standard Detail No. 3301 and 3302
3-20.13 Rock Walls and Retaining Walls:
3-20.13(1) Public Works Permit is required for ALL rock walls/retaining walls within the
public right-of-way. Structural calculations and design drawings stamped by a Licensed
Engineer are required for all retaining walls greater than 4 feet in height measured from
undisturbed grade to top of wall.
3-20.13(2) Removed.
3-20.13(3) Rock Wall Usage:
3-20.13(3)A Rock walls may be used for the containment of cut or fill embankments up to
a maximum height of 4 feet in stable soil conditions which will result in no significant
foundation settlement or outward thrust upon the walls.
3-20.13(3)6 Rock walls may be used for containment of cut or fill embankments greater
than 4' high and up to a maximum height of 12 feet upon approval by the City Engineer of
a rock wall design stamped by a Licensed Structural Engineer. In addition to construction
monitoring by Public Works, rock walls greater than 8 feet in height require the owner to
employ a licensed soils engineer for construction inspection and submit copies of his
inspection reports to the City Engineer.
3-20.13(3)C Rock Wall Materials
3-5
3-20.13(3)C1 Size categories shall include:
Two-man rocks (300 to 800 pounds), 13" - 18" in least dimensions; and
Three-man rocks (800 to 1,500 pounds), 18" - 24" in least dimensions;
and
Four -man rocks (1,500 to 2,100 pounds), 24" - 32" in least dimension;
and
Five -man rocks (2,100 to 3,000 pounds), 30" - 38" in least dimension.
Five -man rocks shall be used for bottom course rock in all rock
retaining walls over 7 feet in height.
3-20.13(3)C2 The rock material shall be fractured and as nearly rectangular as possible.
No stone shall be used which does not extend through the wall. The rock material shall be
hard, sound, durable and free from weathered portions, seams, cracks and other defects.
For all walls higher than 4 feet or with a surcharge, rock density shall be a minimum of 160
pounds per cubic foot.
3-20.13(4) Trench Excavation: The rock wall shall be designed and constructed with an
excavated trench having a minimum depth of one-half the base course or one foot
(whichever is greater) below the ground level in embankment sections.
3-20.13(5) Rock Selection and Placement: Rock selection and placement shall be such
that there will be minimum voids and, in the exposed face of the wall, no open voids over
six inches across in any direction. The final course shall have a continuous appearance
and be placed to minimize erosion of the backfill material. The larger rocks shall be placed
at the base of the rockery so that the wall will be stable and have a stable appearance.
The rocks shall be placed in a manner such that the longitudinal axis of the rock shall be at
right angles to the rockery face. The rocks shall have all inclining faces sloping to the back
of the rockery. Each course shall be seated tightly and evenly on the course beneath.
After setting each course, all voids shall be filled from the back with quarry rock to eliminate
any void sufficient to pass a 2 -inch square probe.
3-20.13(6) Backfill: The wall backfill shall consist of quarry spalls with a maximum size
of 2-1/2 inches and a minimum size of 3/4 inches or as specified by a Licensed Engineer.
This material shall be placed to twelve -inch minimum thickness between the entire wall and
the cut or fill material. The backfill material shall be placed in lifts to an elevation
approximately six inches below the top of each course of rocks as they are placed, until the
uppermost course is placed.
3-20.13(7) Filter Fabric: Fabric shall be as specified by a Licensed Engineer See
Section 2-1.4.
3-6
3-20.13(8) Location: The location of rock or structural retaining walls shall not restrict
drivers' sight distances.
3-20.14 Curb and Gutter: The standard curb and gutter section shall be Type "A" per
Standard Detail No. 3131. All new curb and gutter shall be placed over not less than six
inches of compacted crushed surfacing top coarse placed over a compacted sub -grade.
The minimum acceptable compaction shall be 95% of maximum density. Steel forms shall
be used for all tangent sections. Wood forms may be used on curved sections and on curb
returns. No new curb and gutter is to be poured until forms have been checked and
approved for line, grade and compaction by the City inspector.
3-20.15 Sidewalks: All sidewalks shall be placed over a minimum of three inches of
crushed surfacing top coarse compacted to not less than 95% of maximum density placed
on compacted sub- grade. In all cases, sub -grade and top of rock grade shall be approved
by the City Engineer prior to concrete being placed. Sidewalks shall be a minimum of 4"
thick. Generally, score marks are to be placed on five-foot centers, but at the discretion of
the inspector this may be changed to make a better match with the surrounding area.
Expansion joints shall be placed to match those placed in curbs if new sidewalk is poured
adjacent to curb and gutter, in all other cases the maximum spacing on expansion joints
shall be thirty feet.
3-20.16 Driveways:
3-20.16(1) The minimum thickness of the driveway apron shall be six inches in
residential driveways and eight inches in commercial driveways. The adjacent sidewalk in
the driveway area is to have a minimum thickness of six inches in residential areas and
eight inches in commercial areas placed over a minimum of four inches of crushed
surfacing top coarse compacted to 95% maximum density over a compacted sub -grade.
In all cases, sub -grade and top of rock grade shall be approved by the City Engineer prior
to concrete being placed. Driveway aprons over fifteen feet wide shall have an expansion
joint placed in the center of the apron.
3-20.16(2) In location where a driveway is to be constructed and sidewalk and curb and
gutter is already existing, it must be totally removed and replaced to driveway standards.
The total curb and gutter section shall be removed, either by saw cutting or to the nearest
expansion joint, and replaced to driveway standards.
3-20.16(2)A Abandoned Driveways: Where driveways are to be abandoned the driveway
section shall be removed and replaced with a curb and gutter section.
3-20.17 Trench Excavation: Trench excavation under sidewalks or roadways shall
comply with all sections of the Standard Specifications.
3-7
All service and utility lines shall be shored, supported and maintained during construction.
In the event of damage, breakage or environmental contamination the contractor shall be
responsible for all claims and fines which may arise. Open trenches shall be closed by the
end of each working day. The City Engineer may require the trench to be plated or
covered with cold mix asphalt.
3-20.18 Trench Backfill: Excavated material may be used as trench backfill only when
approved by the City Engineer. Otherwise trench backfill shall be select material
complying with Section 9-03.9 (3) of the Standard Specifications and shall be installed as
per applicable sections of the Standard Specifications.
3-20.18(1) Compaction: Compaction shall be in compliance with applicable sections of
Division 7 of the Standard Specifications.
3-20.19 Patching: The edges of all street cuts must be free from loose or broken
pieces prior to patching. All existing pavement edges shall be sawcut. See Standard Plan
No. 3153.
3-20.19(1) Cement Concrete Patches: Cement concrete patches shall be installed as
shown on Standard Detail No. 3154 and shall be given a heavy broom finish. Expansion
joints shall be placed as directed by the Engineer.
3-20.19(2) Asphalt Concrete Patches: Asphalt concrete patches shall be installed as
shown on Standard Plan No. 3153 and edges sealed with SS -1 or AR 4000.
3-20.20 Earthwork: Earthwork shall comply with applicable sections of Division 2 of
the Standard Specifications.
3-20.21 Crushed Rock: Crushed rock material shall comply with section 9-03.9(3) of
the Standard Specifications and shall be installed as per applicable sections of Division 4 of
the Standard Specifications.
Ballast
Shoulder Ballast (2 1/2"-0")
Crushed Surfacing (1 1/4"-0")
Maintenance Rock (1/2"-0")
Standard Specification
9-03.9(1)
Standard Specification
9-03.9(2)
Standard Specification
9-03.9(3)
Standard Specification
9-03.9(4)
3-20.22 Recycled Glass Aggregate: Aggregate composed solely of glass may be
used as gravel backfill for walls, pipe bedding, and sand drains; sand drainage blanket; and
gravel burrow.
One hundred percent of the glass shall pass a 3/ -inch square sieve and not more than 5
percent by weight shall pass a U.S. No. 200 sieve. Sieve analysis shall be conducted
according to WAQTCFOP for AASHTOT27/11 on at least a quarterly basis by the product
3-8
supplier. All test results shall be kept on file by the product supplier.
The maximum debris level shall be 10 percent. Debris is defined as any deleterious
material which impacts the performance of the engineered fill and includes all non -glass
constituents of the glass feed stock. The percentage of debris in cullet shall be quantified
using the following visual method. Approximately 200 grams of processed cullet shall be
placed in a flat pan or plate. The percentage of debris shall be estimated using AGI Data
Sheets 15.1 and 15.2 "Comparison Charts for Estimating Percentage Composition", by the
American Geological Institute, 1982.
Total lead content testing shall be performed quarterly by the product supplier. Tests shall
include a minimum of 5 samples. Sample collection shall be conducted according to
WSDOT FOP for AASHTO T 2. The mean of these tests shall not exceed 80 ppm. Total
lead content testing will be conducted according to the EPA Method 3010/6010. All test
results shall be kept on file by the product supplier.
3.20.23 Pavement: Pavement materials and construction methods shall comply with
applicable sections of Division 5 of the Standard Specifications.
3-9
DIVISION 7. STREET LIGHTING
7-10 GENERAL:
This section describes Street Lighting Standards for developments within the City of
Bremerton. Street Light(s) or Street Lighting referred to in this standard is defined as
that street lighting owned and maintained by the City of Bremerton. Existing lighting on
public rights of way that is not currently owned and maintained by the City shall be
replaced by new lighting, designed and installed in accordance to City Standards. The
owner or developer shall pay for design and installation and deed to the City once the
City has approved of such installations.
This street lighting standard sets minimum illumination levels and uniformity for various
classifications of roadways within the City of Bremerton. Lighting systems are to be
designed to meet the desired illumination in accordance with these Standards.
7-10.1 Standards and Regulations:
All electrical equipment shall conform to the requirements of these Specifications, the
plans and special provisions, all material and work shall conform to the requirements of
the following in the order noted:
Latest adopted (by Washington State) edition of the National Electrical
Code (NEC).
Laws, Rules, & Regulations for Installing Electric Wires & Equipment,
Department of Labor & Industries, State of Washington (L&I).
National Electrical Manufacturers Association (NEMA).
American Society for Testing and Materials (ASTM).
Illumination Engineering Society (IES).
American Standards Association (ASA).
Puget Sound Energy (Puget Power).
City of Bremerton Street Lighting Design Standard Drawings (City
Standard Drawings).
American National Standards Institute (ANSI).
Washington State Standard Specifications for Road, Bridge and Municipal
Construction (Standard Specifications).
Washington State Standard Plans for Road, Bridge and Municipal
Construction (Standard Plans).
Other City ordinances or requirements that may apply.
All material must be Underwriters laboratories Listed (UL)
Prior to start of work, all necessary licenses, permits and approvals shall be obtained.
The Contractor shall comply with all laws, ordinances, rules, orders, and regulations
relating to the performance of the work, the protection of adjacent property and the
maintenance of all other facilities. The Contractor will be required to comply with all the
provisions of these instruments and shall save and hold the City harmless from any
7-1 Revised January 2015
damage which may be incurred as a result of the Contractor's failure to comply with all
the terms of these permits.
The Contractor is advised that an Electrical Work Permit from the State Department of
Labor and Industries shall be required for this project.
Street lighting shall be designed in conformance with these specifications, and the most
current version of the American National Standard Roadway Lighting except as
modified by this standard. Conformance shall be obtained by calculations meeting the
requirements of the City Standards.
7-10.2 Roadway Classification:
Roadway classifications are based on Bremerton Standard Detail Drawing 3001 for
Functional Roadway Classification
7-10.3 Street Lighting Required:
Street lighting shall be required for all lots and parcels being developed or constructed
upon. Street lighting will also be required for any frontage of existing streets not already
illuminated.
In addition, street lighting may be required for lots and parcels containing existing
structures which are being improved or altered, depending on the nature and extent of
the work. Placement of the street lighting will be in accordance to the lighting design.
Street lighting will not be required for a single residence.
7-10.4 Developer's Responsibility for Relocation of Existing Street Lights:
Existing street lighting that must be relocated or repositioned, as a result of the
construction of new streets or driveways into a development shall be the responsibility
of the developer.
7-10.5 Utility Company Authorization:
A written notice from the serving utility company, stating that line clearances and service
have been checked and are adequate, shall be submitted to the Engineer for all
developments.
7-10.6 Submittals:
A full submittal shall be dropped off to the City of Bremerton Electronics Division
personnel. The submittals shall consist of:
Catalog cuts that clearly identifies all poles, base type, lighting fixtures, service
cabinets, junction boxes, lamps, photoelectric eyes, splice kits, wire, fuse holders
and products that are to be used in this project.
Completed Bremerton Standard Drawing for Lighting Design Summary.
Lighting System Design drawing showing pole locations and conduit runs, per.
Bremerton Standard Drawings.
7-2 Revised January 2015
Pole Schedule giving pole heights, base type, pole arm lengths, and luminaire
wattages, per Bremerton Standard Drawings.
Conduit Wiring Schedule giving conduit run number, conduit size and type,
number and size of lighting conductors in each conduit run, number and size of
grounding conductors in each conduit run, number and size of service
conductors in each conduit run, number and size of photoelectric eye conductors
in each conduit run, number and size of any miscellaneous conductors in each
conduit run, and any special notes about each conduit run, per Bremerton
Standard Detail Drawings.
Riser diagram per Bremerton Standard Detail Drawings.
Any other information or calculations necessary to verify that the submitted
design meets this specification.
7-20 STREET LIGHTING - SPECIFICATIONS
7-20.1 Luminaires
Two types of street lighting installations are permitted:
Standard - Uses metal galvanized tapered poles and mast arms, referred to as
Type 1, ranging in mounting heights from 25 to 40 feet.
Decorative - Uses a pole with a design that has been approved for the local area,
roadway, trail, or zone. The design of the pole may be found within the sub -area
plan or similar document, these standards, or prescriptive by their previous use in
an area, roadway, trail, or zone.
7-20.1(A) Lighting Pole Identification:
Assignment of the pole numbers shall be by the Electronics Division who will also install
the stickers.
Nominal Voltage Identification:
Labeled over the lighting standard handhole.
1 inch high, black legend on orange background.
The top of the legend shall be 4 inches above the top of the handhole.
Legend is to be "240 VOLTS".
Label needs to be Type 1 or 2 reflective sheeting in accordance with
WSDOT Standard Specifications Section 9-28.12.
7-20.1(13) Spare Lighting Poles:
Depending on the type of poles and quantity of poles used in this project, spare
replacement poles may be required. Confirmation of whether spares are required shall
be by the Electronics Division. The spare replacement poles shall be delivered to a site
in the City as directed by the Electronics Division.
7-20.2 Luminaires:
7-3 Revised January 2015
The type of street light luminaire and lamp wattage shall be specified on the plans.. All
luminaire heads are to be Light Emitting Diode (LED) style as manufactured by Cooper
Lighting equipped with Telensa programmable dimmers installed.
The light distribution pattern for each luminaire shall be specified on the plans.
Luminaries shall have:
Corrosion resistant hardware.
Multi -tap voltage drivers.
Must be UL Listed.
A photoelectric control receptacle (7 pin) shall be installed on each fixture
Type 1 luminaires are to be a Gray paint finish, decorative to match the
color of the pole.
Luminaries are to be leveled.
Luminaires and poles in the Central Business District shall be in
accordance with Bremerton Standard Drawing 7022 and 7023.
LED Luminaries shall be Cooper Lighting or Visionaire Lighting New Orleans II Lighting
Models to match city existing system.
Decorative Luminaires for neighborhoods or areas a choice of the following two fixture
styles. The luminaire shall be UL listed as suitable for wet locations at a maximum 60
degree C ambient temperature.
Acorn GranVille
7-20.3 Photoelectric Controls:
Control of the street lighting is by a master photocell. This photocell controls a lighting
relay in a pad mount electrical service cabinet. The photo cell will be mounted atop the
nearest light pole to the service cabinet. The photo cell will be a twist lock configure with
the window pointing north and instant on operation, designed to turn on at 3 foot-
candles, rated to operate over the voltage range of 105 to 305 volts AC, 60 Hz. The
seven (7) pin turn lock shall meet the requirements of ANSI. Each fixture head will have
a shorting cap installed. Photoelectric control installation shall be per Bremerton
Standard Detail Drawing 7017.
7-20.4 Electrical Connections At Light Pole Bases:
7-4 Revised January 2015
Electrical connections at light pole bases shall be per Bremerton Standard Drawings..
Fuse connectors shall be installed at every light pole base. All lighting branch circuit
conductors above ground potential shall be served by a fused connector.
7-20.4(A) Luminaire Fusing:
Fuse connectors shall be manufactured by SEC (Signal Electric Company). . The fuse
holders shall be readily accessible from the Light Pole handhole, and have eighteen
inches (18) of slack in the conductors.
Luminaire fusing for Lighting Poles shall conform to Bremerton Standard Drawings.
Fuses shall be 13/32" x 1 1/2" Dual Element Time Delay Fuse - Bussman Type FNM,
Reliance MEN, Gould-Shawmut TRM, or approved equal with the appropriate current
rating as per Bremerton Standard Drawings.
7-20.5 Service:
The Service Cabinet shall be Underwriter Laboratory listed and labeled for service
entrance use. Metering is required on all installations. See City of Bremerton Standard
Drawings. Lighting branch circuits are sized to maximum 80% of the branch circuit
ampacity. Lighting branch circuits can be 20 or 30 amperes. Available fault current at
the service point of the Service Cabinet is assumed to be 10,000 Amperes. Contractor
is responsible to determine available fault current. If greater than 10,000 AIC a higher
rated AIC main breaker is required, and conformance with NEC Article 110-8 and 110-9
is required. The minimum service size is 200 amp at 240 volt. Service size may be
increased to as large as 250 amps at 240 volts based on the engineered approved
drawings.
7-20.5(A) Electrical Service:
The electrical service shall be obtained from Puget Sound Energy by the Contractor
upon the Contractor's request. and full expense. The contractor shall energize the street
lighting service in the contractor's name and operate the system trouble free for a period
of 90 days. At such time after acceptance testing has been performed, approved and all
work has been accepted by the City. The electrical service will then be transferred to
the City of Bremerton street lighting account. If any additional questions contact the
Public Works Operations at 360-473-5920. The Contractor shall ascertain the
requirements of Puget Sound Energy and shall seek approval from Puget Sound
Energy and the Engineer as to locations and type of construction for connecting and
mounting service hardware. All service cabinet(s) shall be locked at all times that work
is not being performed on the equipment.
Service conductors shall be as indicated on the wiring schedule and also must be
copper type USE, XHHW/RHW/ XLP.
All street lighting systems shall have underground service provided. Service points to
pole or pad mount transformer shall be provided within a utility easement immediately
adjacent to or within the right-of-way and shall be open and easily accessible to the
street frontage.
7-5 Revised January 2015
7-20.5(8) Electrical Service Cabinet (General):
The length of conductors within the Service Cabinet shall be sufficient to neatly train the
conductor to the terminal point with no excess. Multiple conductors shall be neatly
bundled, and secured with suitable nylon ties. Terminations shall be made so that there
is no bare conductor at the terminal. The conductor insulation shall bear against the
terminal or connector shoulder.
All galvanized conduit in contact with concrete shall be wrapped with 2" wide, 10 mil
thick electrical tape, Scotchrap 50 or approved equal, half lapped. Coat with suitable
primer.
The base of the service cabinet shall be sealed to the concrete pad with a polyurethane
sealant meeting ASTM C-920, Type S, Class 25, Grade NS. The color shall
approximately match the color of the Service Cabinet.
Grounding of the service cabinet shall be per Bremerton Standard Detail Drawings.
Electrical Service fed from Underground Source:
Shall meet most current PSE requirements and codes.
Verify requirements for connections to pad mount transformer with Puget Sound
Energy Engineer.
Service entrance conduit can be rigid metallic galvanized or PVC non-metallic
schedule 80.
End bell for PVC conduit.
Phenolic bushing for rigid metallic galvanized.
Provide 6" of sand backfill above and below exposed conductors.
Continuous conduit from service cabinet to Puget Sound Energy Pole.
Extend up pole to height as determined by Puget Sound Energy engineer.
Install a PVC weather head.
Rigid metallic galvanized conduit.
Pole riser per. Bremerton Standard Detail Drawing 7018.
7-20.5(C) Electrical Service Cabinet
Service cabinet to be per Bremerton Standard Detail Drawing as manufactured by
Rhino Manufacturing Snohomish Washington and have the following:
• Cabinet shall be UL labeled.
• NEMA 3R construction, pad mount, 25" wide x 30" deep x 60" high.
• 12 gage pre -galvanized steel.
• Removable equipment mounting pan.
• Stainless steel vault handles, 3 point latch.
• Best cabinet locks with Blue Construction Cores.
• Cabinet doors: Lift off, heavy-duty barrel hinges, closed cell neoprene gasket,
hinged on left.
7-6 Revised January 2015
• Cabinet vents: Two screened and gasketed, one near top of cabinet end,
other near bottom.(not in meter section).
• All internal fasteners to be pan head Phillips SS.
• Exterior finish: Polyurethane powder coat, ASA 61 Gray.
• Interior finish: white enamel paint.
• Internal wireway.
Provide 1/2" diameter mounting holes in bottom flange.
Wiring: Cabinet wiring to be stranded, type MTW or SIS copper.
Panelboard: Minium 120/240 VAC, 1 Phase, 200 amp mains, 16 space,
10KAIC.
Provide following branch circuits: (See Bremerton Standard Detail Drawings).
20/4 Illumination, one per each lighting contactor required
20/4 Tree lights
15/1 Control
15/1 Heat
20/1 Signal Branch
20/1 Receptacle Branch
Lighting Contactor(s): 30 amp, 2 pole, 600 volt, 120 volt coil, Square D (Number of
lighting contactors 6 — 2 pole).
Meterbase :200 Amp 5 jaw with bypass block , with 5 jaw at 9:00 position.
The base foundation for the service cabinets shall conform to State of Washington
Standard Plans and Sections 8-20 and 6-02 of the Standard Specifications. The
foundation will include a pad for maintenance of the cabinet of 6 inches on each side,
24 inches on the back (meter base) side, and 24 inches on the door side as per the
Bremerton Standard Plans. All foundations shall include a 3/8 inch diameter plastic
drain. A minimum of one spare 2 inch conduit will be installed from the panel side of the
service to the nearest junction box.
7-20.6 Junction Boxes:
All junction boxes, shall be concrete with a galvanized steel lid and shown and identified
on the submitted plans. All connections and splices shall be made only within junction
boxes. Install junction boxes: All splices made to the illumination circuits in junction
boxes will be made in a Polaris insulatated multi -cable connector blocs in accordance
with City Standard Drawings.
Enter conduit from the direction of the run. Terminating within 3 inches of the box wall
nearest entry. Concrete junction boxes with steel lids shall be sized by number of
conduits in the box as per the NEC as identified in Standard Plans, galvanized, with
grounding strap, and locking lid, bearing the legend "LT", in conformance with
Washington State Standard Plans and will be locking with SS penta head bolt. All
junction boxes shall have a minimum of 6 inches of crushed gravel underneath.
7-7 Revised January 2015
Concrete junction boxes with steel lids shall be used in all locations including where the
junction box will be in the sidewalk.
Junction boxes shall be installed at:
Locations where more than two conduit runs intersect.
Where conduit runs are more than 300 feet long.
Where shown on the submitted plans.
At critical angle points.
Locations as directed by the Engineer.
In the sidewalk at the back of the walk whenever possible.
Flush with the sidewalk grade, firmly bedded and aligned as directed by the
Engineer.
7-20.7 Tree Lighting
Where receptacles for tree lights are to be installed, they are to be Gard -N -Post Low
Profile Support Model #GP26B.
7-20.8 Conductors:
All conductors, including quantity and size, shall be identified on the submitted plans.
Voltage drop:
Shall be per NEC requirements.
Size lighting branch circuits for 5% voltage drop.
Size service entrance conductors for 3% voltage drop.
Calculations showing voltage drop for lighting branch circuits are required.
Wire conductors for underground feeder runs, service entrance and for circuitry from the
in-line fuse in the poles to the junction box shall be six hundred (600) volt, single
conductor stranded copper type, USE, XHHW/RHW/XLP in accordance with the
Insulated Power Cable Engineer's Association Specifications. Conductors used in the
service cabinet are per section 3451.7
Wire conductors inside the pole from the luminaire to the in-line fuse shall be per
Standard Specification Section 9-23.3 (5); six hundred (600) volt, Pole and Bracket
cable. If the luminaire requires fixture wire temperature greater than 75 C, the outer
portion of the cable jacket shall be stripped for that portion of the cable inside the
luminaire. The single conductors shall be sheathed with braided fiberglass sleeving of
the temperature rating recommended by the luminaire manufacturer.
Minimum conductor size for lighting branch circuits' is #8 AWG, including equipment
ground. Minimum conductor size for photoelectric control is #12 AWG and the same
type as mentioned above.
7-8 Revised January 2015
7-20.8(A) Conductor Color Coding:
Color coding shall be accomplished by colored thermoplastic electrical tape, if the
conductor is not of the required color. Conductors shall be taped for a minimum of 3",
lapping each turn 1/2.
Equipment grounding conductors and the grounded conductor shall be color coded per
the National Electrical Code.
At each junction box, light standard handhole,. and service cabinet, street lighting
conductors shall be color coded per phase of the 120/240 volt AC service.
Remote wiring from the Service Cabinet to the photoelectric control shall be color coded
as follows:
Black -Line
White -Neutral (grounded conductor)
Red -Load
These conductors shall be USE, XHHW/RHW, or XLP.
7-20.9 Conduit:
All conduit runs, including the size, shall be shown and identified on the plans. The
minimum conduit for each conduit run shall be determined according to the NEC, with
the minimum size between junction boxes being one and one half (1 1/2") diameter
conduit for lighting branch circuits. Larger conduit may be required at the discretion of
the City.
All conduits 90's and risers entering and leaving existing junction boxes shall be rigid
metallic galvanized conduit. All conduits from the junction box feeding luminaires, tree
well receptacles, and festival receptacles shall be schedule 40 or 80 PVC.
A spare 2" conduit shall be installed between each junction box
Conduit installed underground across roadways or driveways shall be rigid metallic
galvanized or Schedule 80 PVC conforming to NEC. All conduit installed underground
shall have Polyethylene Underground Hazard Marking Tape, 6 inches wide, red, legend
"Caution -Electric Line Buried below", placed approximately 12" above the conduit.
All galvanized conduit in contact with concrete shall be wrapped with 2" wide, 10 mil
thick electrical tape, Scotchwrap 50 or approved equal, half lapped. Coat with a
suitable primer.
All conduits installed under sidewalk shall be Schedule 40 rigid polyvinyl (PVC) unless
otherwise noted on the plans. PVC conduit shall conform to the NEC.
Conduits terminating in junction boxes shall terminate not less than five inches or more
than nine inches below the lid of the box and be a minimum of 2 inches above final
7-9 Revised January 2015
grade in the bottom of the box. Every conduit entering such boxes shall be neatly
upswept and contain an equipment ground with a minimum size 8 awg stranded copper,
except for spare conduits. The only conduit bends permitted shall be either factory
bends or those formed by the use of an approved conduit bending tool employing
correctly sized dies. Conduit entering any electrical enclosures shall be positioned to
avoid bending or cutting cabinet braces and cross members that are formed as a part of
the electrical enclosure or its pedestal. Such bending or cutting is expressly prohibited.
All metallic conduits in junction boxes shall have grounding bushings and be bonded to
the system ground wire and be attached to the ground strap, lid, and box.
Size of all conduits shall be shown on the Plans.
A 200 pound breaking strength pull string or true tape with footage measurements shall
be pulled into all conduit runs, except the service entrance conduit and conduit for
grounding electrode conductor. All empty conduits shall be plugged or capped
immediately after pulling through a cleaning mandrel and installation of the pull string.
7-20.9(A) Grounding of Illumination System:
The illumination system shall be bonded and grounded in accordance with Bremerton
Standard Detail Drawing 7010 & 7012. Grounding bushings, where required, shall be
OZ Gedney, type HLBG or Thomas & Betts, Blackjack type BG.
7-20.10 Acceptance Testing:
All testing shall be performed in the presence of a representative of the City Electronics
Division and recorded on Bremerton Standard Detail Drawing 7009. The project will not
be considered acceptable and completed until the completed Bremerton Standard Detail
Drawing 7009 is submitted to the City Engineer. Testing may be scheduled through
Bremerton One Call at 360.473.5920 with a minimum of three working days notice and
ask for Electronics personnel.
All measurements will be made with an instrument designed for that purpose and
acceptable to the City. The Contractor may use its own instruments to verify readings.
If a discrepancy exists, the readings taken with the City's instrument will be considered
as the correct readings. If the contractor disputes the City's readings, the City will
produce calibration documentation for the instrument or verify the readings with a third
instrument.
7-20.10(A) Insulation Testing:
To perform this test the Contractor shall disconnect all luminaires at the fuse connector
in the hand holes of each pole. Then test the insulation resistance at 500 volts with a
suitable testing device. An acceptable reading shall be at least twenty five (25)
megaohm at 500 volts for one minute.
7-20.10(8) Operational Testing:
7-10 Revised January 2015
The Contractor shall verify the correct operation of the lighting test switch, the master
photocell, and the ground fault circuit interrupter receptacle.
7-20.10(C) Voltage Readings:
The Contractor shall take voltage readings at the supply side of the lighting contactor.
The voltage readings will be taken with the contactor open (no lights energized) and the
contactor closed (all lights on). The readings to be taken are Leg A to ground, Leg B to
ground, and Leg A to Leg B.
7-20.10(D) Amperage Readings:
The Contractor shall take current readings using a clamp on amp meter with the lighting
contactor closed (all lights on). The readings to be taken are Leg A at the output of the
lighting contactor and Leg B at the output of the lighting contactor.
7-20.10(E) Record Drawings:
The contractor shall provide red lined prints of the plans showing as -built information of
the field wiring prior to acceptance of the job by the City. Drawings are to be delivered to
the City of Bremerton Public Works 100 Oyster Bay Ave, Bremerton Washington,
98312.
7-11 Revised January 2015
DIVISION 8. TRAFFIC SIGNALIZATION
8-10 GENERA
All work to be in conformance with Sections 8-20 and 9-29 of the Standard Specifications
for Road, Bridge and Municipal Construction (Current Edition), and to all revision and
supplements thereto except as modified herein.
References here within this division to Engineer shall be to the City Engineer or their appointed
representative.
8-20 OPERATION OF EXISTING SIGNAL SYSTEMS:
It shall be the responsibility of the Contractor to assure the continuous operation of any
existing signal systems until activation of the new signal system or as required by the
Engineer. This shall include but not be limited to any relocation of poles or equipment required
by construction.
In the event that construction requirements necessitate a period of time when the signal
system will be non -operational the "down time" must have prior approval of the Engineer.
Contractor shall provide traffic control as required by the Bremerton Police Department at any
time the signal system is not functioning.
8-30 APPROVAL OF SHOP DRAWINGS AND MANUFACTURER'S DATA:
Within fifteen (15) days following the date of Notice to Proceed, the Contractor shall submit to
the Engineer for approval the complete list of material sources for all signal items to be
employed on this contract.
Manufacturer's technical information shall be submitted to the Engineer for approval of all
items to be included in the project. All approvals by the Engineer must be received by the
Contractor before materials will be allowed at the job site. Material not approved by the
Engineer will not be permitted at the job site.
Approval of shop drawings for signal work will require up to thirty (30) calendar days from the
date the Engineer receives the drawing until they are returned to the Contractor. The actual
time required for approval is dependent upon the completeness and appropriateness of the
drawings as submitted.
Any deficiencies will require additional time for approval based on the degree of the deficiency
and the additional review time required. If the shop drawings are returned to the Contractor to
correct deficiencies, an additional 30 calendar days may be required for the approval process.
If more than 30 calendar days are required for routine approval of shop drawings that are
completed and accurate, the Contractor will be granted an extension of time equal to the
additional review time.
8-1 Revision 10/27/2014
8-40 INSPECTION OF MATERIALS:
The City reserves the right to inspect the manufacturing process of all materials. Final
inspection and acceptance of the installed materials will not be given until final installation
and testing has been completed on the system.
Approval to install materials and equipment must be obtained from the Engineer at the job site
before installation.
Appropriate insulation resistance tests shall be performed in accompaniment with the
Engineer.
All electrical equipment shall conform to the Standards of the National Electrical
Manufacturers Association (NEMA). In addition to the requirements of these specifications, all
material and work shall conform to the requirements of the National Electric Code: Laws &
Regulations for installing electric wires & equipment, of the Department of Labor and Industries,
State of Washington; the American Standards Association Materials (ASTM); the American
Standards Association (ASA); American National Standards Institute (ANSI); Standard
Specifications for Road, Bridge and Municipal Construction (Standard Specifications);
Standard Plans for Road, Bridge and Municipal Construction (Standard Plans); and any other
City Ordinances or requirements of Puget Power and Light Company which may apply.
Prior to start of work, all necessary licenses, permits and approvals shall be obtained. The
Contractor shall comply with all laws, ordinances, rules, orders, and regulations relating to the
performance of the work, the protection of adjacent property and the maintenance of all other
facilities. The Contractor will be required to comply with all the provisions of these instruments
and shall save and hold the City harmless from any damage which may be incurred as a result
of the Contractor's failure to comply with all the terms of these permits.
8-60 EXISTING UTILITIES:
See Section 1-1.01 (8) and Section 1-2.10 (2) of these General Provisions.
No new fixture shall be constructed as part of this Contract which is in conflict with any existing
Utilities Facility, or the code required thereby, until approved by the Engineer.
8-70 FIELD TESTING
8-70.1 System Activation: Before the signal system is activated for Traffic Control
purposes, the Contractor shall perform all field tests specified in Section 8-20.3 (11) of the
Standard Specifications.
When all tests have been completed to the satisfaction of the Engineer, the Engineer shall
direct the authorized representative of the Contractor to activate the traffic signal system.
Authorized City personnel shall be present to assure proper functioning.
The Contractor shall give the Engineer five (5) days advance notice of the capability of signal
system activation.
8-2 Revision 10/27/2014
8-80.1 8 -Phase Signal Controller/Nema: The controller shall be an Econolite Cobalt
controller with advanced display, FSK Module , Data Key and TSP Data key. The units shall
be constructed and shall operate in accordance with NEMA Publication No. TS1-1976
and Section 9.29 of the Standard Specifications. The supplier shall submit documentation
with his bid detailing the brand and model number of the signal controllers proposed to be
furnished for this project. The documentation shall include catalog cuts and operation
details. The City reserves the right to reject any and all equipment that does not meet
these specifications. All controllers shall be compatible with the Econolite Aries software.
Controllers and cabinets shall be equipped to operate to the full capacity of eight vehicle
phases, four pedestrian phases and four overlaps with no additional equipment or major
modifications and shall be capable of operating as a fully actuated, semi -actuated, or pre -timed
unit. Each unit shall be delivered pre-set to operate in conformance with the phase diagram,
sequence charts, and Table I for each location which are a part of these Specifications.
Two sets of controller/board schematics shall be included with the operations and
programming documentation.
All cabinet and control equipment shall be designed to operate under the following conditions.
1. An ambient temperature range of -30F to +165F.
2. A relative humidity range of 5%-95% (without condensation).
3. A voltage range of 95 to 135 VAC RMS with a corresponding
frequency ranges of 57-67 Hz.
The design life of all components shall not be less than five years of continuous 24-hour a day
operation.
All external connections to the signal controller unit shall be made to terminals provided on the
back panel. High pressure terminals shall be provided for field signal and primary power
connections. Screw terminals shall be provided for all other connections.
8-90.1 General: All necessary equipment for the full capacity of the Controller and all
auxiliary control equipment as specified in Section 9-29.13 (7) B of the Standard Specifications
shall be furnished and installed in each traffic signal controller, except as modified or amended
herein. Also required to provide interconnect capabilities, twisted pair, fiber, radio.
All equipment shall employ solid state circuitry including the flash transfer relay assembly and
shall be commensurate with the quality of the controller specified herein.
8-90.2 Multifunction Management Unit (MMW: The MMU shall be a self-contained
solid state device, external to the control, capable of detecting conflicting signal displays,
displaying all field voltages at the same time on an OLED display, improper power supply
8-3 Revision 10/27/2014
voltages from the controller, and lack of any red yellow or green indications. The unit shall meet
the current NEMA TS2-2003 and TS1-1989 requirements for a Type 16L conflict monitor and
these special provisions. The MMU will have an organic LED display and an SLDC and an
Ethernet port on the front panel for connectivity. The unit shall monitor the green, amber,
walks, short yellow intervals and the absence of red indications, as well as being
programmable to monitor all conflicting phases' overlaps, and disable short yellow with a
universal program board. All monitoring shall be on the field wiring terminals of the cabinet.
When the monitor is triggered as a result of sensing conflicting displays, it shall place the
intersection in emergency flash, stop time the controller, store and display on the front panel.
The front panel display shall have separate indicators for red, yellow, green, and walk for each
channel. The monitor shall retain this operation until reset by a front panel push-button, at
which time the controller shall immediately take command of the signal displays.
The MMU shall also record the time and date of any incidents at the intersection. This
information shall be viewable by a front panel display.
To prevent actuation of MMU due to the removal of electrical loads from monitored circuits,
paralleling loads to lamp loads will be required. Those load switches serving single signal
heads shall have five watt loads between signal circuit and neutral for the yellow, green, and
walk circuit segments only. These loads shall serve to parallel the lamp load and shall prevent
the conflict monitor from functioning in the event of a signal lamp burnout.
If additional protection is required, either in the form of increased loads (not to exceed 10
watts) per monitored circuit, or through other means, to assure proper function without
malfunction of the conflict monitors, such shall be provided. In addition to all other requirements
stated herein for conflict monitors, the use of fluorescent signal cabinet lights is prohibited.
Signal cabinet lights shall be an approved LED type.
8-90.3 Load Switches: Load switches shall be specified per NEMA TS2 part 5 and
these Special Provisions. The load switches shall operate in a temperature range of -20 F to
165 F and have an individual switch capability of 1,000 watts tungsten lamp load. Only
optically isolated load switches will be allowed. Each load switch shall be provided with LED
indicators on the input and output of each circuit.
8-90.4 Cabinet Fan Assembly: The cabinets shall be equipped with an electric fan
assembly with a minimum capacity of 100 cubic feet per minute. The fan shall be mounted on
the top of the cabinet in a manner to prevent rain from entering the cabinet. Each cabinet shall
be provided with louvered filtered vents in the front door. The fan shall be thermostatically
controlled and shall be manually adjustable to turn on between 90 degrees and 150 degrees
Fahrenheit. The cabinet fan circuit shall be fused at 125 percent of capacity of the fan motor.
8-90.5 Loa: A load bay and controller interface panel shall be provided with 16
load switch positions. Each load switch output shall be wired to fused field terminals providing
for 8 vehicles, 4 pedestrian and 4 overlap movements. Fused terminals shall be provided with
5 amp fuses. Both the front and back of the load bay shall be labeled with all terminal/pin
numbers. Four additional fuses shall be provided. The emergency vehicle light circuits shall
also be fused independently for 5 amps.
8-4 Revision 10/27/2014
A jumper plug system utilizing Molex connectors shall be installed on the load bay that will
facilitate the simple programming of the flashing indications. This shall apply to all vehicle
signal indications. Changing the flash from red to yellow shall not require major disassembly
or rewiring of the cabinet. Cabinet will be programed for all red flash and 4 spare Molex
connectors for yellow flash.
The terminal blocks provided shall be two -position, twelve -pole barrier type or single -position,
feed -through type. Terminal blocks shall be so arranged that they shall not upset the entrance,
routing, and connection of incoming field conductors. All terminals shall be suitably identified
and shall be permanently associated with the terminal block. No more than three (3)
conductors shall be brought to any one (1) terminal screw. No electrically live parts shall
extend beyond the protection afforded by the barrier. Terminal blocks used for field wiring
connections (field terminals) shall be capable of securing conductors with 6-32 or larger,
nickel, or cadmium -plated brass binder head screws.
Terminal blocks used for the applied AC power shall be capable of securing conductors with a
10-32, or larger, nickel or cadmium -plated brass binder head screws. There shall be
twelve -position field terminal blocks for the connection of loop detectors. A minimum of 12
spare terminals shall be provided.
Two equipment grounding buss shall be provided in each cabinet. The ground buss shall be
grounded in the cabinet, and shall provide at least fourteen (14) terminals each. Ground buss
will be located one on each side of the cabinet.
All number identifications for the terminal blocks shall be silk screened or engraved on the
terminal block board.
8-90.6 Power Panel: The cabinets shall have a power distribution panel containing the
following elements:
a. 50 amp radio interference suppressor
b. 40 amp main circuit breaker
C. 20 amp auxiliary circuit breaker
d. Solid state flash transfer relay
e. Neutral buss bar isolated from the cabinet
f. Transient voltage protector
g. Cover
h. 20 amp Video circuit breaker
1 15 amp Equip. circuit breaker
The solid state flash transfer relay shall normally be closed and capable of switching 75 amps,
120 volts AC. The two neutral buss terminals shall be easily accessible and provided with at
least 14 terminals, and shall not be grounded to the cabinet 1 neutral bus on each side of the
cabinet. An additional AC neutral buss with twenty (20) positions shall also be provided.
8-90.7 Transient Protection: The transient voltage protectors shall be installed to
protect all electrical components within the cabinet from voltage abnormalities of less than
one-half cycle duration. The protectors shall be solid state, high-energy circuit, containing no
spark gap, gas tube or bar component. Normal service capacity shall be not less than 15
amperes.
8-5 Revision 10/27/2014
The protection provided shall be a transient suppression of 200 volts peak, a transient
response of less than five (5) nanoseconds, a power dissipation of 10,000 watts. The protector
shall function with 10 x 1000 microsecond wave from clamping no greater than 200 volt peak.
8-90.8 Police and
Auxiliary Panel: The cabinets shall have an auxiliary maintenance
panel located inside the door and a panel located outside the door containing the following
elements:
1. Police Panel (outside)
a.
Auto / Flash switch
2. Auxiliary
Panel (inside)
a.
Convenience outlet with ground fault interrupted protection rated at
25 amps
b.
Auto/Flash switch
C.
Rest green/red switch
d.
Stop time switch
e.
Controller On/Off
f.
Vehicle detector input switches
g.
EPV input switches
h.
Ped detector input switches
8-90.9 Police Flash: Two Flash -Automatic switches shall be supplied. One switch
shall be located behind the Police panel door.
When this switch is turned to FLASH position, the signals shall immediately revert to flash; and
stop -timing will be applied to the Controller. When the switch is placed on AUTOMATIC, the
signals shall continue to flash for an additional eight -second flash period. At the completion of
the continued eight -second flash period, unless otherwise specified, the Controller shall
immediately resume normal cycle operations at the beginning of artery green.
8-90.10 Auxiliary Panels: The second Flash -Automatic switch shall be placed on the
Maintenance Panel. When this switch is placed on the FLASH position the signals shall
immediately revert to flash; however, the Controller shall continue to function. When the flash
automatic switch is placed in the Automatic position, the Controller shall immediately resume
normal cyclic operation.
The controller on/off switch shall be a two (2) position toggle switch labeled "Controller On/Off."
In the ON position, the controller shall run normally. When placed in the OFF position, AC+
power shall be removed from the controller and flash power AC+ shall be applied to the flash
transfer relays, causing the signals to go on flash. When placed from the OFF to the ON
position, the controller shall sequence through power up. The Controller power switch shall be
electrical interconnected with the inside AUTO -FLASH switch such that the Controller power
switch will only remove power from the Controller when the inside AUTO -FLASH switch is in
the FLASH position.
The rest green/red switch shall be labeled "Rest Green/Red." In the rest green position, the
controller with a lack of calls shall rest in the last phase green. Within the rest red position and
with a lack of call, "Call -A -Way" shall be applied and the signals shall display all red.
8-6 Revision 10/27/2014
The stop time switch shall be a three position switch labeled OFF -AUTOMATIC -ON. When the
switch is in the AUTOMATIC position, the controller will sequence automatically; when the
switch is in the ON position stop time will be applied; and when in the OFF position stop time
shall be removed from the controller. Labels for all switches shall be applied via a silk screen
or engraving process.
8-90.11 Detectors: The cabinet mounted equipment shall consist of 2-8 position card
racks, 2 channel detector modules, and wired for 2 channel operation. Switches with separate
operate, test, and OFF positions shall be provided for each field detector input circuit as a plug
in card module in the vehicle detector racks. A display LED indicator lamp will be provided for
each switch and will illuminate upon vehicle, pedestrian or test -switch actuation. The
test -switch shall provide a spring-loaded momentary contact that will place a call into the
controller. When in the OFF position, respective detector circuits will be disconnected. In the
operate position, each respective detector circuit shall operate normally.
Each detector unit will be model C-1200 series and shall include two complete detector
channels, detector switch panels will be model SP301 manufactured by Reno A&E or most
current models and 24 -volt power supplies.
The detector module shall incorporate LED display, minimum eight sensitivity settings. The
system shall be capable of operating in four modes: Presence, Extended Presence, Pulse,
and Inhibited Pulse.
All such units shall be rack mounted in the controller cabinet. Rack shall be wired to
accommodate two (2) channel Detector Units.
Each channel shall sequentially energize its loop inputs to eliminate crosstalk (mutual coupling)
between large, very closely spaced adjacent loops connected to the same unit. The sequential
time sharing and digital processing of loop inductance data shall be accomplished on a single
LSI micro -circuit per unit for maximum reliability. The method of measurement shall be crystal
reference digital period counting, multi -channel scanning. Only one channel input per unit shall
be active at any point in time.
8-90.12 Emergency Vehicle Pre -Em tions: Controller cabinet will be wired for
discriminator modules. If the units are not compatible with the optical emitters presently
mounted in the Fire Station vehicles and Transit agency vehicles, either the units shall be
adequately modified or auxiliary equipment supplied and interconnected such that they are
compatible.
All such units shall be rack mounted in the controller cabinet. Rack shall be wired to
accommodate two (2) two (2) channel units or one (1) channel unit of the newest version
manufactured by 3M Opticom. No daughter board units will be allowed.
Discriminator modules shall supply power to and received input from the detectors. Each
module shall incorporate connections for four optical detectors, one for each channel. Have
an auxiliary board to facilitate advance detectors. When valid detector signals are recognized
by the module, they shall provide an output to the controller through an optically isolated NPN
transistor.
8-7 Revision 10/27/2014
The discriminator module shall incorporate the following features:
1. Four channels
2. Two priority levels. Priority I vehicles shall produce a 6.25 Hz
output, while higher Priority II vehicles shall produce a steady ON
condition. Priority demand shall be provided on a first come, first
served basis. At all times, Priority II vehicles shall have
precedence over Priority I vehicles when both are active.
3. Capability for assigning one of the two priority levels to traffic
movement on any of the four channels.
All pre-emption equipment shall be completely wired together and interfaced with the controller
to provide a properly functioning system.
8-90.13 Dis laay Panel: A display panel showing signal indications shall be included.
The intersection panel shall depict the general intersection layout, street name, phase and
overlap identification, and north arrow.
Appropriately colored, LED indicator lamps for each red, amber, flashing amber arrow, green,
walk and don't walk, for every phase and overlap, shall be provided. The locations of the
display lamps on the panel shall simulate the field locations of associated signal displays.
The intersection display LEDs shall be wired to appropriate field wire terminals. The panel
shall be located on the inner side of the door. Switches shall be provided on the panel with
labels and functions as follows:
a. Display On -Signal indicator LEDs will display the exact operation of
the intersection.
b. Test -All signal indicator LEDs shall be energized.
C. Display Off - All signal indicator LEDs shall be de -energized.
The display panel shall include an approved means of disconnecting all wiring entering the
panel.
All display LEDs shall turn off when the cabinet door is closed by a door switch or
automatically extinguish after a 15-20 minute period of non-use.
8-90.14 Installation: All wiring harnesses, brackets and other devices necessary to mount
the equipment in the controller cabinet and to make all electrical and mechanical connections
shall also be supplied, installed and connected.
All rack equipment to be installed in the controller cabinet shall be securely mounted and
readily accessible. All wiring shall be neatly cabled together and securely fastened to the
cabinet or other support structures.
8-90.15 Documentation: Included with the cabinet wiring diagrams shall be schematic
diagrams for load switch bay circuit back panel, all detector amplifiers, MMU, flashers, load
switches, auxiliary control panels and pre-emption circuits.
8-8 Revision 10/27/2014
All diagrams shall contain a parts listing unless the part number is shown on the parts. Parts
that are not common items available in stores shall have the vendor's name and address listed
within the parts listing for said part. One reproducible mylar and three sets of blueprints shall
be provided.
One reproducible on mylar and a compact disk with an AutoCAD compatible drawing file and in
a PDF format and DWG(if available) of the as -built cabinet wiring diagram and component
wiring diagram shall be furnished with each cabinet. Each cabinet shall be equipped with a
plastic envelope to house one or more cabinet wiring diagrams. The cabinet wiring diagram
shall indicate and identify all wire terminations; all plug connectors and the locations of all
equipment in the cabinet. Included in the diagram shall be an intersection sketch identifying all
heads, detectors, and push buttons; and a signal sequence chart.
8-90.16 Communications: The communications ports on the controller will be the
controller manufactures FSK telemetry unit, data key, Ethernet port with the most current
version of software.
The unit shall be configured for four wire, multi drop, operation and lightning arresters shall be
provided at the field connection point for the four wire interconnect.
8-90.17 Extra Components: The Supplier shall submit with his bid proposal a list of
spare parts he recommends the City stock for maintenance of these intersections. The list
shall include a current price list with any discount that may apply. Prices included on this list
shall not be used in determining award of the bid. The list shall include, but not be limited to,
the following:
1. Module circuit boards
2. Indicator lamps where applicable
3. Solid state flasher
4. Malfunction Management Unit
5. Solid state load switches
6. Four / Two channel loop detector amplifiers
No spare parts are to be supplied with this bid proposal.
8-100 TESTING OF TRAFFIC CONTROLLER:
The Contractor shall deliver the traffic signal controller mechanism and signal controller
cabinets involved in this contract for bench testing to the Electronics Department, City of
Bremerton. The Contractor shall totally assemble all control mechanisms and connect signal
load terminals to lamps simulating the traffic signal displays to be constructed over the
roadways. The Contractor shall then demonstrate the total functions of all equipment required
by the contract. The demonstration shall evidence all signal displays, overlapped displays,
pre-emption sequences, etc., as required within this contract, flashing displays, other
special sequence displays as may be defined within this contract, vehicle detector function and
minimum and maximum timing performance of every timing element required by this contract.
The test demonstration shall first be conducted at normal design voltage of the equipment
and thereafter repeated at +15% and -15% of that design voltage.
8-9 Revision 10/27/2014
Every module or device, i.e., synchronization units, special sequence units, flash relay
assembly, special timers, etc., shall have affixed thereto name tags or name plates stating the
component's function within the composite signal device.
The Contractor shall notify the Engineer five
demonstration, and shall make available to
demonstration four (4) complete sets of the
technical data necessary for use by City
demonstration:
(5) working days in advance of the functional
the Engineer before the start of functional
following diagrams, manuals and any other
personnel who will witness the functional
1. Wiring diagram for composite system.
2. Service manuals for all composite parts.
3. If electronic logic external to controller mechanisms is used to
obtain signal functions, logic diagrams identifying all gating and
Switching performed by the logic components shall be provided.
Satisfactory performance of all functions required by the foregoing demonstration shall be
considered at the start of a ten-day evaluation test period. If malfunction of any component
occurs within the ten-day evaluation test period the test shall stop at the time of component
malfunction and shall not resume until the Contractor has caused the defective component to
be repaired or replaced, as directed by the Engineer. If any component malfunctions or breaks
down within the last 72 hours of the test period, the test shall stop until the defective
component has been repaired or replaced, and the test shall be resumed for a minimum of 72
hours continuous satisfactory operation.
Even though this may extend the ten-day evaluation test period under no condition shall any
part of the signal control mechanism be disassembled and/or removed from the demonstration
site until the foregoing test has been satisfactorily concluded, and shall include the final 72
hours trouble-free operation of the entire, integrated signal control mechanism.
The demonstration by the Contractor of all components functioning properly shall not relieve
the Contractor of any responsibilities relative to the proper functioning of signal control
equipment when field installed. Upon satisfactory completion of the test, it shall be the
Contractor's responsibility to transport all signal control enclosures from the City of Bremerton's
Electronics Department to the project. All costs of the functional demonstration and
evaluation test shall be included in the lump sum bid.
8-110 TRAINING SESSION:
The Contractor shall arrange for the signal manufacturer's local authorized representative to
conduct a minimum of 8 hours of training session in the theory of operation and the
maintenance of the traffic signal controller equipment. The Contractor shall provide the
Engineer no less than five (5) working days advance notice prior to the presentation of the
training session. Those personnel in attendance at the training session shall be provided
complete manuals and other material necessary for operation and maintenance of this
equipment. The training session shall occur during the ten day shakedown period of the
control mechanism as discussed elsewhere herein. The training session shall be held at the
Electronics Department, City of Bremerton.
The above described minimum eight (8) hour training session shall be considered incidental to
other bid items on the proposal.
8-10 Revision 10/27/2014
8-110.1 Additional Training: In the event that additional training time is required by the
City in the use and operation of intersection controllers including programming, general
equipment maintenance and/or diagnostic equipment, the Contractor shall arrange for the
signal manufacturer's local authorized representative to provide a minimum of four (4) hours
additional training at a location agreeable to the City.
Bid price shall be per hour of additional training time.
8-120.1 Pad Mounted Cabinets: The 8 -phase traffic signal controllers and accessories
shall be housed in Type P pad mounted, single door, weather-proof, outdoor cabinets
manufactured by Cascade Signal Corp. of WA. To the city of Bremerton layout standard with
adequate shelf space to accommodate all controllers and auxiliary equipment called for in
these provisions and contract plans including a retractable drawer to hold drawing and a laptop
computer. Nominal external dimensions shall be: width -44", depth -26", height -
65".
The concrete pad shall have 36" of pad on door side of cabinet and a minimum of 12" on all
remaining sides. The side walk can be included in the pad size. The door shall not face the
street side
The outside of the housings shall not be painted. The inside shall be painted white with two
coats of factory applied aluminum paint. The cabinets shall be constructed of sheet aluminum
at least 0.125 of an inch thick and adequately reinforced.
The main cabinet door shall be provided with a BEST blue construction lock. Cast cabinets
shall have an approved one point positive latch. Formed cabinets shall have a three point
latch. The auxiliary door shall be equipped with a lock for a standard police key. Two (2) keys
shall be furnished for each police door lock. When the door is closed and latched, with the key
removed, the door shall lock. The Contractor shall furnish two (2) keys for the main cabinet
door.
Four (4) Best Cores will be ordered with City of Bremerton Specifications for Installation after
construction.
The cabinets shall be equipped with a door stop assembly to hold the door open at 90 degrees
and at 135 degrees.
All cabinet wiring harnesses shall be neat, firm and routed to minimize "crosstalk" and
electrical interference. Printed circuit mother boards may be used to eliminate or reduce
cabinet wiring. All conductors and live terminals, or parts which could be hazardous to
maintenance personnel, shall be covered with suitable insulation material.
8-11 Revision 10/27/2014
8-130 VEHICLE DETECTION SYSTEM:
The vehicle detection system and equipment shall conform to all criteria contained in Section 9-
29.18 of the Standard Specifications and including the City of Bremerton Design Standard
details 8001, 8002, 8003, 8004, 8005 as
included herein.
Vehicle detection equipment compatible with field installed induction loops and lead-in cables
shall be furnished and installed in the controller cabinet.
The equipment, when used in conjunction with the field installed loops, shall be capable of
detecting the presence or passage of automobiles, trucks, motorcycles, and bicycles.
The electronic circuitry shall be self -tuning to compensate for changes in environmental
conditions, including temperature, humidity, and stalled vehicles.
The system components shall be capable of operating on 120 volt AC+10%, -15% and shall
function normally without manual adjustment in a temperature range of -20F to 165F.
Detector units shall have optically -isolated transistor outputs.
Relays shall be used for interface with electro -mechanical controllers, traffic counters, parking
gates, etc.
Optically isolated outputs may be specified for interface with existing or new solid state
controllers and computer systems.
Controls for selection of sensitivity, mode of operation, and reset/circuit breakers shall be front
panel accessible. The front panel shall include an erasable, write -on channel identification
area and clearly indicated switch operating positions via the LCD display on each unit.
Sequential scanning shall fully prevent crosstalk between channels of a detector connected to
closely spaced or overlapped loops for directional detection.
Sequential scanning shall allow two detection channels to operate with full performance using
a common four conductor home -run cable.
Sequential scanning shall allow two or more detection channels to be connected to a single
detection loop with full operating performance, including separate mode and sensitivity
selection capability on each channel.
Each channel of the sensor unit shall automatically self tune to any loop and lead-in
inductance from 20 to 2000 micro henries within 10 seconds after application or interruption of
supply voltage. Units shall also track changes in loop/lead-in electrical characteristics, as
might reasonably be expected to occur in undamaged loops, properly installed in sound
pavement, without producing false indications or changes in sensitivity.
Each channel shall retune and detect properly, immediately following reconnection of the
broken (open) circuit. Previous 'open" loop/lead-in connections shall be held in memory for
recall and verification via a front panel 'open loop test" switch.
8-12 Revision 10/27/2014
Each detector unit shall be provided with a loop test switch position to verify loop system
integrity and reduce maintenance costs. The "open loop test" position shall indicate a previous
fault via the front panel indicator. The memory shall remain intact and can be queried
repeatedly. Existing detections shall not be reset and the memory shall only be reset by power
interruption as by pressing the circuit breaker/reset button on AC powered units, or removing
and re-inserting the plug-in detector units.
Each channel shall have the capability to allow selection of,8 Pulse sensitivities, 7 Presence
levels and an "Off' position. The sensitivity setting shall offer 2:1 steps over a range of 128:1
to enable selection of the proper sensitivity (threshold) to insure detection of all licensed motor
vehicles (including 70cc motorcycles) without detecting automobiles in the adjacent lane,
moving or stopped, within 36" of the loop(s) described in the following configurations, each with
50', 500', and 1000' of lead-in cable.
Three -turn Square loops:
Single 6'x6' loop
Four 6'x6' loops
Four 6'x6' loops
Three 6'x6' loops
for left turn applications
Three -turn Round Loops:
Single 5'x5' loop
Four 5'x5' loops
Four 5'x5' loops
Three 5'x5' loops
- Series/Parallel connected
- Series connected
- in series with special bicycle loop
Two -turn loops: (note) Long loops require special configuration to insure adjacent lane
rejection (i.e., left turn lanes).
Single 6'x30' loop
Single 6'x30' loop (2-4-2 wire count)
8-140.1 General Operation: The emergency pre-emption equipment shall provide signal
operation and display as indicated in these Specifications.
Activation of the pre-emption equipment shall cause the signal to sequence as follows:
The phase or phases which are in the green interval and are not to be in the green interval
during the pre-emption mode shall immediately begin a yellow clearance interval before
displaying red. Such pre-emption shall not take place during the timing of initial or yellow
clearance.
The phase or phases which are in the green interval and are to be in the green interval during
the pre-emption mode shall remain in the green interval.
The phase or phases which are in the red interval and are to be in the green interval during
pre-emption mode shall advance to the green mode immediately following display of the red
indication on any conflicting movements.
8-13 Revision 10/27/2014
When the signal display conditions specified for a particular detector actuation have been
completed, the indicator light (specified later) associated with that detector shall be activated
by a solid state output and indicate a steady light throughout the pre-emption mode.
Termination of the pre-emption mode shall cause the controller to immediately provide the
normal clearance interval for the pre-emption phase displayed. The controller shall then
advance to the next phase to which it would normally proceed following this phase. Manual
switches shall be provided in the controller cabinet to simulate remote emergency pre-
emption input.
The indicator light shall not be activated until immediately after the intersection signals are
displaying pre-emption conditions associated with the phase activated by the pre-empt
detector.
8-140.2 Detectors: The unit shall be capable of receiving optical pulses from an
OPTICOM emitter and converting these signals to electrical impulses compatible with the other
control equipment. The unit shall employ solid state circuitry and shall have a detection range
adjustable between 1800 feet and a few feet. The detector shall be capable of receiving an
impulse from an emitter located within an area approximately 120 feet on each side of the
detector centerline at 1800 feet distance from the detector. Detector units will be of the newest
version manufactured by Opticom.
8-140.3 Indicators Light: A light shall be provided which will indicate to approaching
emergency vehicles that the signal has advanced to the pre-emption mode associated with the
corresponding detector. The housing shall be constructed of cast iron or aluminum. All cast
iron parts shall be galvanized while all fasteners shall be galvanized or stainless steel.
Indicator lamps Use Sylvania LED PAR20 36 120v 8W"
A neoprene gasket shall be installed between the lens and housing which will provide a
watertight seal when the lens is secured in position.
The entire unit shall be weather tight and vibration proof.
8-150 FOUNDATION FOR CONTROLER CABINETS:
The base foundation shall conform to State of Washington Standard Plans and Sections 8-20
and Section 6-02 of the Standard Specifications. Except foundation will include a pad for
maintenance of the cabinet, minimum size is cabinet depth plus 12" on each side and 36" on
door side. All foundations will include a 3/8" diameter plastic drain.
8-160 EQUIPMENT:
The equipment comprising a Traffic Controller Assembly shall be identical to that specified in
these Specifications and shall include, but not be limited to:
8 -phase controller and all auxiliary equipment described in Section 8-80
of these Specifications.
Controller cabinet as described in these Specifications.
8-14 Revision 10/27/2014
Electrical Service as described in Drawing 8007 and in the City of Bremerton
Division 7 Street Lighting Specifications.
Vehicle detection equipment as described in Section 8-90 & 8-130 of these
Specifications.
Emergency vehicle pre-emption and transit pre-emption equipment as described in
Section 8-90 & 8-140 of these Specifications.
All equipment shall be assembled, tested and delivered to the City of
Bremerton Electronics Shop in Bremerton ready for operation. All equipment
shall be capable of providing full 8 -phase operation as described herein.
8-180.1 Vehicle Detector L000s:
8-180.1(A) Materials: All wiring for loop detectors shall comply with the requirements of
Section 9-29.3 (7) and (8) of the Standard Specifications.
8-180.1(8) Installation: All vehicle detection loops shall be completely installed by
the Contractor including saw -cutting, laying -wire, testing and sealing. Splices will be allowed
only where unshielded loop wire is joined to shielded lead-in wire in the closest junction box.
All splices will be made is a ridged 2 piece plastic resin filled tank
Proper installation of vehicle detection loops is vital to the performance of the controller and
special care shall be used at all times. Special instructions given by the Engineer and these
Special Provisions shall be adhered to.
Loop installation shall conform to Manufacturer's recommendations.
Conductors of lead-in pairs from all loop detectors shall be identified by the following labeling
practice. Where the detector loop wires from the clockwise laid loop, by convention, enter the
curb side of the junction box and connect to shielded lead-in cable, each twisted pair of loop
wires shall be coded with PVC sleeve bearing as its identification the loop number
indicated on the wiring schematic drawings. Vehicle loop detector wire shall be placed in the
roadway in accordance with the Plans and City of Bremerton Standard Plan 8005. The loop
location shall not be altered by the Contractor without the express permission of the Engineer.
After the lead-in and loop saw -cuts are completed, the slot shall be thoroughly blown out with
100 PSI air pressure. Any rocks or sharp protrusions shall be removed. If traffic is allowed to
travel over the saw cuts, they shall be blown out again before placement of the wire and
sealing.
The wiring shall be installed with a blunt nosed wooden wedge. Care shall be taken not to pull
the wire. There shall be slack at each corner.
8-15 Revision 10/27/2014
All loops shall have the insulation resistance tested at 500 volts D.C., and installation approved
by the Engineer before filling the saw -cuts with crack pouring compound. Acceptable tests will
measure between 100 megohms and infinity. The Contractor shall furnish the Engineer with
three copies of the test results. Proper performance of the loops shall be the responsibility of
the Contractor but no additional payment shall be made to the Contractor for additional work
required to make the loops operable.
Saw cuts shall be filled with crack pouring compound before being exposed to traffic, where
possible. The Contractor shall take care to ensure that no air bubbles or foam are entrapped
in the saw cut. Crack pouring compound shall be approved by the Engineer. Acceptable
crack pouring compounds are:
1. CRAFCO #34271 Loop Sealant or approved equivalent.
8-180.1(C) Tem: All amplifiers shall be tested at the Electronics Department, City of
Bremerton, Washington.
A test shall be made of the inductance of the loop and recorded in the Electrical Inspector's
Handbook upon completion of each amplifier circuit. Testing shall conform to Section 8-20.3
(14) D Standard Specifications.
All tests shall be performed by the Contractor in the presence of the Engineer for each loop.
The tests shall be performed at the amplifier location after complete installation of the loop. All
costs associated with testing shall be incidental to the unit contract prices of the respective bid
items.
Test A - The DC resistance between the two lead-in cable wires will be measured by a volt
ohmmeter. The resistance shall not exceed 10 OHMS.
Test B - An insulation resistance test at 500 Volts DC shall be made between the lead-in cable
shield and grounding prior to connection to grounding. The resistance shall equal or exceed
100 megohms.
Test C - A megger test shall be made between the loop circuit and grounding. The resistance
shall equal or exceed 100 megohms.
Test D - An inductance test to determine the inductance level of each inductance loop. The
Contractor shall record the inductance level of each inductance loop installed on the project and
shall furnish the findings to the Engineer. An inductance level below 150 microhenries is
considered a failure for a Type 1 loop, any one round loop and an inductance level below 75
microhenries is considered a failure for a Type 2 loop.
If any of the installations fails to pass all tests, the loop installation and/or lead-in cable shall be
repaired and replaced and then retested.
Detection shall be positive for all vehicles passing through the loop from 0 to 80 miles per hour.
Detection shall be positive for all classes of vehicles from motor bikes to tractor -trailer
combinations.
8-16 Revision 10/27/2014
8-180.2 Conduits: Installation and material shall conform to Sections 8-20 and
9.29 of the Standard Specifications, except as modified herein and to appropriate articles of the
latest edition of the National Electrical Code.
Conduit to be installed underground across roadways or across driveway shall Schedule 80
PVC conforming to the National Electrical Code. All conduit installed underground shall have
Polyethylene Underground Hazard Marking Tape, 6 inches wide, legend "Caution -Electric Line
Buried below", placed approximately 12" above the conduit.
Conduit to be installed above ground shall be rigid metal type conforming to Article 346 of the
National Electrical Code and must contain an equipment ground conductor with a minimum size
of 8 awg insulated copper.
Conduit installed underground along the edge of the roadway shall be PVC non-metallic
conduit Schedule 80 unless otherwise noted in the wiring schedule and must contain a
equipment ground conductor with a minimum size 8 awg insulated copper.
Conduit installed underground outside the driving area of the roadway shall be PVC rigid
non-metallic conduit Schedule No. 40 unless otherwise noted in the wiring schedule and must
contain a equipment ground conductor with a minimum size 8 awg insulated copper.
P.V.C. conduit shall conform to the National Electric Code.
Size of conduit shall be as shown on the Plans, but not less than that required to meet the
requirements of the National Electrical Code.
A 200 pound minimum breaking strength Pull string with footage measurements shall be
installed in each run of conduit between junction boxes.
Conduits will have foam plugs installed in all unused conduits and duct seal or foam plugs in all
conduits with conductors.
8-180.3 Conductors: All electric cables and conductors used through this project shall
conform to the requirements of Section 9-29.3 of the Standard Specifications, except as
required elsewhere in these Special Provisions. The conductor insulation shall be of the
respective (red, yellow, green) colors as specified in the schematic wiring diagram.
Five (5) conductors (IMSA Spec. 19-1 or 20-1) shall be used for signal head circuits.
Wiring schedules have been included on the plan sheets to aid the Contractor. If there should
be a discrepancy between the wiring schedules and the wiring diagram, the wiring diagram
shall govern.
Every end of every conductor at each wire termination, connector or device shall have a PVC
wire marking sleeve bearing as the legend the circuit number indicated in the wiring schematic
drawings. If the Contractor elects to put in additional spares, spare conductors shall be
numbered consistent with the approved schematic wiring diagram as described herein. In
8-17 Revision 10/27/2014
addition to the foregoing, where terminal strips also bear the circuit number consistent with the
wiring schematic the field wiring terminal in the signal cabinet shall be numbered consistent
with the Contract plans.
All cabinet wiring harnesses shall be neat, firm and routed to minimize "crosstalk" and
electrical interference. All wiring shall be neatly cabled together and securely fastened to the
cabinet or other support structures.
The Contractor shall provide red -lined print of the wiring diagram showing as -built information
of the field wiring prior to the acceptance of the job by the City.
8-180.4 Splicing: No splicing of any traffic signal conductors or detector conductors shall
be permitted, including service wires.
Only terminal boards with pressure type binding shall be used in any conductor for signal
heads or detectors. The only exception shall be the splice in detector loops at the nearest
junction box to the buried pavement induction loop. See Standard Plan J-50.
8-180.5 Concrete Junction Boxes: Concrete junction boxes shall conform to the
requirements shown on the State of Washington Standard Plans. The cover plates shall
have the letters "TS" welded to them and will be locking with a SS penta head bolt. All
exposed steel will be galvanized by the manufacturer. Boxes shall be of sufficient size to
easily accommodate required conduit or as specified on the plans. All Junction Boxes will have
a minimum of 6" pea gravel pad underneath.
Conduits terminating in concrete junction boxes shall terminate not less than five inches nor
more than nine inches below the lid of the box. Every conduit entering such boxes shall be
neatly upswept and contain an equipment ground with a minimum size 8 awg. The only conduit
bends permitted shall be either factory bends or those formed by the use of an approved
conduit bending tool employing correctly sized dies. Conduit entering any electrical enclosures
shall be positioned to avoid bending or cutting cabinet braces and cross members that are
formed as a part of the electrical enclosure or its pedestal. Such bending or cutting is
expressly prohibited.
8-190 EXISTING PAVEMENT AND PAVED SURFACES:
The installation of conduits and associated junction boxes, signal poles, and conductors may
require the removal of certain already paved and/or landscaped surfaces. It shall be the
responsibility of the Contractor to make such removals as is required for his work and perform
temporary patching and maintenance. Permanent repairs will be made by the Contractor in
conformance with Section 3-3.5, after all tests have been satisfactorily completed and before
acceptance of the work. Removals and repairs performed in the course of signal installation
shall be incidental to the lump sum bid for the signal system complete.
Where asphalt concrete paving is included in the contract, all installation of conduits, induction
loops, etc., requiring pavement sawing or trenching shall be completed prior to the final
overlay.
Pavement patching shall be scheduled to accommodate the demands of traffic and shall be
performed as rapidly as possible to provide maximum safety and convenience to public travel.
8-18 Revision 10/27/2014
8-200 SIGNAL DISPLAY
8-200.1 Traffic Signal Heads: All traffic signal heads employed on this project shall be
12 inch heads and shall be consistent with the requirements of Section 9-29. of the Standard
Specifications and the State of Washington Standard Plans and as indicated on the Contract
Plans with the exception that all vehicles displays be made up entirely of led and all
arrow indications to be 3 row design by the same manufacturer. Each signal head shall
have 3/16" drain hole.
Polycarbonate traffic signal heads, visors or lenses are not acceptable.
Mounting of traffic signal heads shall conform to 9-29 Standard Specifications for mast arm and
span wire mounted signals. The heads shall be adjusted in the field, such that a person
standing on the pavement, a distance four times the speed limit in feet from the stop bar, shall
see the brightest image of the red section. All heads shall be plumbed as viewed from the
direction in which they face. Leveling of all signal heads shall be by reference to the red signal
sections.
8-200.2 Backlaa tes: Traffic signal heads shall be furnished with back plates as shown
on the Plans. Back plates shall conform to Section 9-29 of the Standard Specifications.
8-200.3 Pedestrian Heads: Pedestrian signals shall be LED countdown, modular type,
with international symbols and shall conform to the requirements of 9-29 of the Standard
Specifications with the exception that aluminum housings shall not be required and the
displays are made entirely of LED's. Housings of equal quality shall be considered for
approval. Housings shall be mounted such that normal access to the interior is provided.
8-200.4 Pedestrian Push -Button: Where shown on the Plans, pedestrian push-button
conforming to Section 9-29 of the Standard Specifications, Current Edition, and State of
Washington Standard Plans, and be Campbell Advisor AGPS57YR10-3E shall be furnished
and installed. Verify all mounting heights prior to installation with the City of Bremerton
Engineering Division.
8-210 TRAFFIC SIGNAL STANDARDS WITH MAST ARMS:
All Signal standards with mast arms will have junctions as shown on City Standard Drawing
8006. Signal arm traffic signal supports with signal mast arm lengths less than 45 feet and with
projected wind load areas, including future back plates, less than the allowable values indicated
in Standard Plans section J may be fabricated in accordance with the methods and materials
specified in Standard Plans section J, provided all other requirements, of the Special Provisions
are also satisfied, in conformance with the following pre -approved plan:
Pre -Approved Plan
Drawing No. TB -10164-R
Drawing No. 5000-1-R
Fabricator
Union Metal Manufacturing Co.
Valmont
8-19
Revision 10/27/2014
Combination single arm traffic signal pole and luminaire standards with single mast arm
lengths of less than 45 feet; with laminar mast arm lengths of less than 16 feet; and with
projected wind load areas, including future back plates, less than the allowable values
indicated on Standard Plan J, may be fabricated in conformance with the methods and
materials specified in the following pre -approved plan, at the specified mounting height,
provided all other requirements of the Special Provisions are satisfied:
Pre -Approved Plan Fabricator Mounting Height
Drawing No. 71026 -F2 -R2 Union Metal
Drawing No. 5000-1-R1 Valmont 40 and 50 feet
Signal Standards that exceed the previously mentioned limiting values may be fabricated
consistent with shop drawings that meet requirements of the latest ASSHTO Standard
Specifications for structural supports for highway signs, luminaires and traffic signals, provided
the signal mast arm can is 5 degrees, the handhole conforms to the details on Standard Plan
section J: and Drawing 8006. The luminaries arm connection, if required, must have special
approval; complete calculations for structural design, including foundation and anchor bolt
details have been submitted with the shop drawings and other requirements of the Special
Provisions have been satisfied.
The Contractor shall submit for approval 8 sets of shop drawings to the Engineer for each of
the following types of standards proposed for use on this project:
(A) Traffic Signal Standards
(B) Combination Traffic Signal and Lighting Standard
(C) Pedestrian Signal Standards
(D) Metal Strain Poles
(E) Pedestrian Push Button Posts
If traffic signal standards or combination traffic signal and lighting standards are proposed, final
verified dimensions including pole base to signal mast arm connection point, pole base light
source distances (1-11), mast arm length, offset distances to mast arm mounted appurtenances
and orientations of pole mounted appurtenances will be furnished by the Engineer as part of
the final approved shop drawings prior to fabrication.
The area of the face of each mast arm mounted signal head with back plates shall not exceed
the amount for each combination head shown on the plan. The design weight of each signal
head and plumb riser shall be the exact per manufacturer's specifications for each
combination of sections and appurtenances. Complete calculations for structural design shall
be submitted with the shop drawings for approval before fabrication or ordering materials.
8-20 Revision 10/27/2014
These calculations shall include stresses in the pole and cantilever arms, attachment of signals
to the structure, connection between cantilever arms and vertical pole, pole session at
handhole, base plate anchor plates, and foundation. The submittal shall include material and
welding specifications, and details of the foundation and anchor bolts.
The traffic signal support structure shall consist of a single vertical pole erected on a concrete
foundation, with one cantilever signal arm or one cantilever signal arm and one luminaire arm
as shown on the plans. After signals have been installed, the poles shall be plumbed and the
cantilever arms shall have an upward slope away from the pole that shall not exceed 0.05 ft/ft
except where specified elsewhere in this section. The vertical clearance to any portion of the
signal heads nearest the pavement shall be a minimum of 16'6" and a maximum of 18'6".
The poles and arms shall be tapered tubes round or octagonal in cross-section. The size of
the arm where it connects to the pole shall not be larger than the pole's size at that height.
The largest gauge pole thickness shall be chosen such that the pole diameter shall be a
minimum.
A handhole with cover shall be provided in the pole within 18" of the base, and there shall be
approved wire way fixtures installed to facilitate pulling wire from the base of an outlet at each
signal after the structure is erected. The finished structure shall be rain tight. Conduit
terminating in the pole base shall be aimed toward the handhole opening.
The pole base shall accommodate the conduit stubbed up from the foundation. The pole base
shall be drained by a 1/2" drain pipe through the grout pad. Leveling nuts on the anchor bolts
shall be furnished for use in plumbing the pole. The drain pipe shall be copper. Tamper
resistant covers shall be provided for the anchor bolts.
All materials and work shall be in accordance with Section 8-20and Section 9-06 of the
Standard Specifications. Structural steel having a minimum yield point of 33,000 PSI or
more shall be used for all structural parts, and it shall be galvanized after fabrication per ASTM
A-123. The foundation concrete shall be Class B mix and shall have reinforcing steel as
required by the design loads.
The following loads shall be used: dead load shall consist of the weight of the signals, signs,
appurtenances and supporting structure, wind load shall be taken as 35 PSF for the signal
heads, and 25 PSF for the supporting structures (which valves account for the effects of gust
and shape factors) on the greatest area of signals, signs, and structure in any elevated view;
live load and ice load may be omitted. .
8-210.1 ! uminaires. Wiring and Photo Electroni Controls:
Luminaires, wiring and photo electric controls shall be LED type and conform to all applicable
portions of Section 8-20 and Section 9-29 of the State of Washington Standard Specifications
except as modified herein.
8-210.2 Foundation for Traffic Signal Standards With Mast Arms:
The base foundation shall conform to State of Washington Standard Plans section J
and Sections
8-20.3(4)and Section 6-02.3 of the Standard Specifications.
8-21 Revision 10/27/2014
8-210.3 Installation of Signal Standards With Mast Arms:
All work shall be in conformance with Section 8-20.1 (1) of the Standard Specifications for
the safe installation of signal standards.
The Contractor shall take care to handle the material in such a manner that marring,
overstressing or soiling of the fixtures does not occur. If it is necessary to inhibit the flow of
traffic around the area, or if there is any danger to adjacent traffic, as determined by the
Engineer, then proper traffic control procedures shall be utilized as noted elsewhere in these
provisions.
8-210.4 Fabrication For all Components:
Where bolts, nuts, flat washers, screws and rivets are mixed or used with aluminum, they
shall be stainless steel or bronze only, except that anchor bolts shall be in accordance with
the Standard Specifications. Galvanized components may be used as part of the slip fitter
assembly. All aluminum surfaces in contact with steel or concrete shall be given one coat of
zinc chromate primer paint conforming to U. S. Federal Specification TTP -645.
8-210.5 Sianal Pole Attachments:
All attachments shall be located in the field and allwire entrances into the pole shall be drilled
or punched in the field. All drilled or punched surfaces shall be carefully reamed and/or
deburred before application of a coat of galvanic paint. The Engineer shall confirm the
location and mounting heights of all pole attachments located in the field prior to installation.
8-220 REMOVAL OF EXISTING SIGNAL EQUIPMENT & STRUCTURES:
Existing signal equipment remains the property of the City. No existing signal equipment or
structures shall be removed until approved by the Engineer.
When so directed, the Contractor shall carefully remove the existing signal equipment and
deliver it to the area designated by the Engineer. Removed span cables and signal cables
shall be disposed of by the Contractor.
When so directed, the Contractor shall remove existing signal structures (pole foundations,
controller foundations, j -boxes, conduit, poles, etc.) and dispose of them. The poles and j -
boxes shall be delivered to a storage site in the City as directed by the Engineer.
All equipment from the existing controller shall be evaluated by Electronics for salvage.
8-22 Revision 10/27/2014
III. AMENDMENTS TO THE STANDARD
SPECIFICATIONS
1 INTRODUCTION
2 The following Amendments and Special Provisions shall be used in conjunction with the
3 2016 Standard Specifications for Road, Bridge, and Municipal Construction.
4 .
5 AMENDMENTS TO THE STANDARD SPECIFICATIONS
6
7 The following Amendments to the Standard Specifications are made a part of this contract
8 and supersede any conflicting provisions of the Standard Specifications. For informational
9 purposes, the date following each Amendment title indicates the implementation date of the
10 Amendment or the latest date of revision.
11
12 Each Amendment contains all current revisions to the applicable section of the Standard
13 Specifications and may include references which do not apply to this particular project.
14
15 Section 1-07, Legal Relations and Responsibilities to the Public
16 January 4, 2016
17 1-07.1 Laws to be Observed
18 In the second to last sentence of the third paragraph, "WSDOT" is revised to read
19 "Contracting Agency".
20
21 Section 1-08, Prosecution and Progress
22 January 4, 2016
23 1-08.1(1) Prompt Payment, Subcontract Completion and Return of Retainage
24 Withheld
25 In item number 5 of the first paragraph, "WSDOT" is revised to read "Contracting Agency".
26
27 Section 5-02, Bituminous Surface Treatment
28 January 4, 2016
29 5-02.3(2) Preparation of Roadway Surface
30 This section is supplemented with the following new subsection:
31
32 5-02.3(2)E Crack Sealing
33 Where shown in the Plans, seal cracks and joints in the pavement in accordance with
34 Section 5-04.3(5)C.
35
36 Section 5-04, Hot Mix Asphalt
37 January 4, 2016
38 5-04.2 Materials
39 The first paragraph is supplemented with the following new items:
40
41 Hot Poured Sealant 9-04.2(1)A
42 Sand Slurry 9-04.2(1)B
43
44 This section is supplemented with the following new paragraph:
45
Crosswalk Improvements Standard Amendments
City of Bremerton. Washington 1 Skillings Connolly. Inc.
rederal Aid # S7PUS-9918(01.1) April 2016
1 The requirements of Section 1-06.6 do not apply to the portland cement and fine
2 aggregate used in sand slurry.
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4 5-04.3(5)C Crack Sealing
5 This section's content is deleted and replaced with the following new subsections:
6
7 5-04.3(5)C1 General
8 When the Proposal includes a pay item for crack sealing, all cracks and joints '/4 inch in
9 width and greater shall be sealed. Cracks and joints shall be thoroughly clean, dry and
10 free of all loose and foreign material when filled with crack sealant material. Immediately
11 prior to filling a crack or joint with the sealant material a hot air lance shall be used to
12 dry and warm the pavement surfaces within the crack or joint. Pavement shall not be
13 overheated and direct flame dryers shall not be used. Routing cracks and joints is not
14 required.
15
16 Where cracks and joints are to be filled with sand slurry thoroughly mix the components
17 and pour the mixture into the cracks and joints until full. Additional CSS -1 emulsified
18 asphalt may be added to the sand slurry as needed for the mixture to be workable to
19 completely fill the crack or joint. Strike off the sand slurry flush with the existing
20 pavement surface and allow the mixture to cure. Cracks or joints that were not
21 completely filled shall be topped off with additional sand slurry. Do not place the HMA
22 overlay until the slurry has fully cured.
23
24 Where cracks and joints are to be filled with hot poured sealant the material shall be
25 applied in accordance with these requirements and the manufacturer's
26 recommendations. The manufacturer's recommendations shall be furnished to the
27 Engineer prior to the start of work and shall include recommended heating time and
28 temperatures, allowable storage time and temperatures after initial heating, allowable
29 reheating criteria, and application temperature range.
30
31 Crack sealing with hot poured sealants shall be controlled to confine the material within
32 the crack or joint. Any overflow of sealant shall be cleaned from the pavement surface.
33 If, in the opinion of the Engineer, the Contractor's method of sealing the cracks and
34 joints with hot poured sealant results in an excessive amount of material on the
35 pavement surface, the operation shall be stopped and corrected to eliminate the excess
36 material.
37
38 5-04.3(5)C2 Crack Sealing Areas Prior to Paving
39 In areas where HMA will be placed the cracks and joints shall be filled with sand slurry.
40
41 5-04.3(5)C3 Crack Sealing Areas Not to be Paved
42 In areas where HMA will not be placed the cracks and joints shall be filled as follows:
43
44 1. Cracks %4 inch to 1 inch in width shall be filled with hot poured sealant.
45
46 2. Cracks and joints greater than 1 inch in width shall be filled with sand slurry.
47
48 5-04.3(5)C4 Crack Sealing Areas Prior to a Bituminous Surface Treatment
49 In areas where a BST will be placed the cracks and joints shall be filled per Section 5-
50 04.3(5)C3.
51
Crosswalk Improvements Standard Amendments
Cin, of Bremerton. Washington 2 Skillings Connolly. Ine
Federal Aid # SI PUS -9918(01.1) April 2016
1 5-04.4 Measurement
2 The following new paragraph is inserted after the third paragraph:
3
4 Crack Sealing -LF will be measured by the linear foot along the line of the crack.
5
6 5-04.5 Payment
7 The Bid item "Crack Sealing" is revised to read "Crack Sealing -FA".
8
9 The following is inserted after the paragraph following the Bid item "Crack Sealing -FA", by
10 force account (after the preceding Amendment is applied):
11
12 "Crack Sealing -LF", per linear foot.
13 The unit Contract price per linear foot for "Crack Sealing -LF" shall be full payment for all
14 costs incurred to perform the Work described in Section 5-04.3(5)C.
15
16 Section 6-02, Concrete Structures
17 January 4, 2016
18 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D
19 The following new sentence is inserted after the second sentence of the last paragraph:
20
21 Mix designs using shrinkage reducing admixture shall state the specific quantity
22 required.
23
24 The following new sentence is inserted before the last sentence of the last paragraph:
25
26 Testing samples of mixes using shrinkage reducing admixture shall use the admixture
27 amount specified in the mix design submittal.
28
29 6-02.3(26)D2 Test Block Dimensions
30 The first sentence is revised to read:
31
32 The dimensions of the test block perpendicular to the tendon in each direction shall be
33 the smaller of twice the minimum edge distance or the minimum spacing specified by
34 the special anchorage device manufacturer, with the stipulation that the concrete cover
35 over any confining reinforcing steel or supplementary skin reinforcement shall be
36 appropriate for the project -specific application and circumstances.
37
38 Section 6-14, Geosynthetic Retaining Walls
39 January 4, 2016
40 6-14.5 Payment
41 The bid item "Concrete Fascia Panel", per square foot, and the paragraph following this bid
42 item are revised to read:
43
44 "Concrete Fascia Panel For Geosynthetic Wall", per square foot.
45
46 All costs in connection with constructing the concrete fascia panels as specified shall be
47 included in the unit Contract price per square foot for "Concrete Fascia Panel For
48 Geosynthetic Wall", including all steel reinforcing bars, premolded joint filler,
49 polyethylene bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface
Crosswalk Improvements Standard Amendments
City of Bremerton. Washington 3 Skillings Colln011y, Inc.
rederal Aid # STPUS-9)18(015) April 2016
1 finish, and pigmented sealer (when specified), constructing and placing the concrete
2 footing, edge beam, anchor beam, anchor rod assembly, and backfill.
3
4' Section 6-19, Shafts
5 January 4, 2016
6 6-19.4 Measurement
7 The first paragraph is revised to read:
8
9 Soil excavation for shaft, including haul, will be measured by the cubic yards of shaft
10 excavated. The cubic yards will be computed using the shaft diameter, top of shaft
11 elevation and bottom of shaft elevation shown in the Plans, less all rock excavation
12 measured as specified for rock excavation. Excavation between the existing ground
13 line and the top of shaft elevation is considered incidental to soil excavation for shaft
14 and will not be measured.
15
16 The second paragraph is deleted.
17
18 6-19.5 Payment
19 The paragraph following the bid item "Soil Excavation For Shaft Including Haul", per cubic
20 yard is revised to read:
21
22 The unit Contract price per cubic yard for "Soil Excavation For Shaft Including Haul'
23 shall be full pay for performing the work as specified, including all costs in connection
24 with furnishing, mixing, placing, maintaining, containing, collecting, and disposing of all
25 mineral, synthetic, and water slurry, and disposing of groundwater collected by the shaft
26 excavation, and the incidental excavation of soils between the top of shaft elevation
27 shown in the Plans and the existing ground line.
28
29 Section 8-01, Erosion Control and Water Pollution Control
30 January 4, 2016
31 8-01.2 Materials
32 This section is supplemented with the following new paragraph:
33
34 Recycled concrete, in any form, shall not be used for any Work defined in Section 8-01.
35
36 Section 8-10, Guide Posts
37 January 4, 2016
38 8-10.3 Construction Requirements
39 The last sentence of the second paragraph is deleted.
40
41 Section 8-22, Pavement Marking
42 January 4, 2016
43 8-22.4 Measurement
44 The first two sentences of the fourth paragraph are revised to read:
45
46 The measurement for "Painted Wide Lane Line", "Plastic Wide Lane Line", "Profiled
47 Plastic Wide Lane Line", "Painted Barrier Center Line", "Plastic Barrier Center Line".
Crossiralk bnprorements Standard Amendments
Cin, ojBremerton, Washington 4 Skrllins Connolly, Inc.
Federal Aid # S7PUS-991,4(01.1) April 2016
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"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.
Section 9-03, Aggregates
January 4, 2016
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 and fine aggregates manufactured from
hardened concrete mixtures.
Recycled concrete, in any form, shall not be placed below the ordinary high water mark
of any water of the State.
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:
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.
Crosswalk Improvements
City of Bremerton. Washington
Federal Aid # S 1 PUS -9918(010
Standard Amendments
Skdlrngs Connolly, Inc.
April 2016
1
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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).
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.
Crosswalk Improvements
Cit vofBremerton, Washington
Federal Aid # STPUS-9918(01 j)
6
Standard Amendments
Skillings Connollv, Irc.
April 201 6
IV. SPECIAL PROVISIONS
1 INTRODUCTION TO THE SPECIAL PROVISIONS
2
3 (August 14, 2013 APWA GSP)
4
5 The work on this project shall be accomplished in accordance with the Standard
6 Specifications for Road, Bridge and Municipal Construction, 2014 edition, as issued by the
7 Washington State Department of Transportation (WSDOT) and the American Public Works
8 Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The
9 Standard Specifications, as modified or supplemented by the Amendments to the Standard
10 Specifications and these Special Provisions, all of which are made a part of the Contract
11 Documents, shall govern all of the Work.
12
13 These Special Provisions are made up of both General Special Provisions (GSPs) from
14 various sources, which may have project -specific fill-ins; and project -specific Special
15 Provisions. Each Provision either supplements, modifies, or replaces the comparable
16 Standard Specification, or is a new Provision. The deletion, amendment, alteration, or
17 addition to any subsection or portion of the Standard Specifications is meant to pertain only
18 to that particular portion of the section, and in no way should it be interpreted that the
19 balance of the section does not apply.
20
21 The project -specific Special Provisions are not labeled as such. The GSPs are labeled
22 under the headers of each GSP, with the effective date of the GSP and its source. For
23 example:
24
25 (March 8, 2013 APWA GSP)
26 (April 1, 2013 WSDOT GSP)
27
28 Also incorporated into the Contract Documents by reference are:
29 • Manual on Uniform Traffic Control Devices for Streets and Highways, currently
30 adopted edition, with Washington State modifications, if any
31 • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA,
32 current edition
33 • Engineering Design & Construction Standards, City of Bremerton, current edition
34
35 Contractor shall obtain copies of these publications, at Contractor's own expense.
36
37
38 Division 1
39 General Requirements
40
41 1-01 DESCRIPTION OF WORK
42
43 (******)
44 This Contract provides for the improvement of *** five intersections at Kitsap Way & Harlow
45 Drive, Kitsap Way & 11 th Street, 11 th Street & High Avenue, SR 304 & 1s' Street, and 6th
46 Avenue & High Avenue. The work to be performed consists of safety improvements and
47 bringing each intersection into compliance with current ADA standards, and includes, but is
48 not limited to: pavement and sidewalk removal, cement concrete curb, gutter and sidewalk,
49 curb ramps, pedestrian signal systems, a HAWK signal system, a rectangular rapid flashing
50 beacon (RRFB) system, traffic control, *** and other work, all in accordance with the
51 attached Contract Plans, these Contract Provisions, and the Standard Specifications.
Crossivalk hnprovements .Special Provisions
City of Breinerton, Washiiigton 1 Skillings Connollv. Inc.
Federal Aid # STPbS-4918(015) April 2016
1
2 1-01.3 Definitions
3 (January 4, 2016 APWA GSP)
4
5 Delete the heading Completion Dates and the three paragraphs that follow it, and replace
6 them with the following:
7
8 Dates
9 Bid Opening Date
10 The date on which the Contracting Agency publicly opens and reads the Bids.
11 Award Date
12 The date of the formal decision of the Contracting Agency to accept the lowest
13 responsible and responsive Bidder for the Work.
14 Contract Execution Date
15 The date the Contracting Agency officially binds the Agency to the Contract.
16 Notice to Proceed Date
17 The date stated in the Notice to Proceed on which the Contract time begins.
18 Substantial Completion Date
19 The day the Engineer determines the Contracting Agency has full and unrestricted
20 use and benefit of the facilities, both from the operational and safety standpoint, any
21 remaining traffic disruptions will be rare and brief, and only minor incidental work,
22 replacement of temporary substitute facilities, plant establishment periods, or
23 correction or repair remains for the Physical Completion of the total Contract.
24 Physical Completion Date
25 The day all of the Work is physically completed on the project. All documentation
26 required by the Contract and required by law does not necessarily need to be
27 furnished by the Contractor by this date.
28 Completion Date
29 The day all the Work specified in the Contract is completed and all the obligations of
30 the Contractor under the contract are fulfilled by the Contractor. All documentation
31 required by the Contract and required by law must be furnished by the Contractor
32 before establishment of this date.
33 Final Acceptance Date
34 The date on which the Contracting Agency accepts the Work as complete.
35
36 Supplement this Section with the following:
37
38 All references in the Standard Specifications, Amendments, or WSDOT General Special
39 Provisions, to the terms "Department of Transportation", "Washington State
40 Transportation Commission", "Commission", "Secretary of Transportation", "Secretary",
41 "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency".
42
43 All references to the terms "State" or "state" shall be revised to read "Contracting
44 Agency" unless the reference is to an administrative agency of the State of Washington,
45 a State statute or regulation, or the context reasonably indicates otherwise.
46
47 All references to "State Materials Laboratory" shall be revised to read "Contracting
48 Agency designated location".
49
Crosswalk Improvements Special Provisions
Citv of Bremerton, Washington 2 Skillings Connollv. Inc
Federal Aid # STPUS-9918(015) April 2016
1 All references to "final contract voucher certification" shall be interpreted to mean the
2 Contracting Agency form(s) by which final payment is authorized, and final completion
3 and acceptance granted.
4
5 Additive
6 A supplemental unit of work or group of bid items, identified separately in the Bid
7 Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition
8 to the base bid.
9
10 Alternate
11 One of two or more units of work or groups of bid items, identified separately in the Bid
12 Proposal, from which the Contracting Agency may make a choice between different
13 methods or material of construction for performing the same work.
14
15 Business Day
16 A business day is any day from Monday through Friday except holidays as listed in
17 Section 1-08.5.
18
19 Contract Bond
20 The definition in the Standard Specifications for "Contract Bond" applies to whatever
21 bond form(s) are required by the Contract Documents, which may be a combination of a
22 Payment Bond and a Performance Bond.
23
24 Contract Documents
25 See definition for "Contract".
26
27 Contract Time
28 The period of time established by the terms and conditions of the Contract within which
29 the Work must be physically completed.
30
31 Notice of Award
32 The written notice from the Contracting Agency to the successful Bidder signifying the
33 Contracting Agency's acceptance of the Bid Proposal.
34
35 Notice to Proceed
36 The written notice from the Contracting Agency or Engineer to the Contractor authorizing
37 and directing the Contractor to proceed with the Work and establishing the date on which
38 the Contract time begins.
39
40 Traffic
41 Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and
42 equestrian traffic.
43
44 1-02 Bid Procedures and Conditions
45
Crosswalk /mprovements Special Provisions
01v of Bremerton, Washington 3 Sk111ings Connotiv. [tic.
Federal Air! # STPUS-9913(01.4) April 20l6
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1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this section and replace it with the following:
1-02.1 Qualifications of Bidder
(January 24, 2011 APWA GSP)
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
upon award.
Contract Provisions
3
Furnished automatically
upon award.
Large plans (e.g., 22" x
0
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.
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:
Crosstivalk Impovemenis
Ci(v of Bremerton. Washington
Federal Aid # S'1'PC'S-9918(015)
Special Provisions
Skillings Connolly, Inc.
April 2016
1 The Proposal Form will identify the project and its location and describe the work. It will
2 also list estimated quantities, units of measurement, the items of work, and the materials
3 to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal
4 form that call for, but are not limited to, unit prices; extensions; summations; the total bid
5 amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment
6 of addenda; the bidder's name, address, telephone number, and signature; the bidder's
7 D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration
8 Number; and a Business License Number, if applicable. Bids shall be completed by
9 typing or shall be printed in ink by hand, preferably in black ink. The required
10 certifications are included as part of the Proposal Form.
11
12 The Contracting Agency reserves the right to arrange the proposal forms with alternates
13 and additives, if such be to the advantage of the Contracting Agency. The bidder shall
14 bid on all alternates and additives set forth in the Proposal Form unless otherwise
15 specified.
16
17 1-02.6 Preparation of Proposal
18 (June 27, 2011 APWA GSP)
19
20 Supplement the second paragraph with the following:
21 4. If a minimum bid amount has been established for any item, the unit or lump sum
22 price must equal or exceed the minimum amount stated.
23 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be
24 initialed by the signer of the bid.
25
26 Delete the last paragraph, and replace it with the following:
27
28 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.
29
30 A bid by a corporation shall be executed in the corporate name, by the president or a
31 vice president (or other corporate officer accompanied by evidence of authority to sign).
32
33 A bid by a partnership shall be executed in the partnership name, and signed by a
34 partner. A copy of the partnership agreement shall be submitted with the Bid Form if any
35 D/M/WBE requirements are to be satisfied through such an agreement.
36
37 A bid by a joint venture shall be executed in the joint venture name and signed by a
38 member of the joint venture. A copy of the joint venture agreement shall be submitted
39 with the Bid Form if any D/W/MBE requirements are to be satisfied through such an
40 agreement.
41
42 Add the following new section:
43
44 1-02.6(1) Recycled Materials Proposal
45 (January 4, 2016 APWA GSP)
46
47 The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into
48 the project, using the form provided in the Contract Provisions.
49
50 (May 7, 2012)
Crosswalk Improvements Special Provisions
Citv of Bremerton. Washington 5 ShIlings Connollv, Gic
Federal Ail # S7TLS-9918(01 5) April 20/6
1 The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprise
2 (DBE) Utilization Certification, when required by the Special Provisions. For each and
3 every DBE firm listed on the Bidder's completed Disadvantaged Business Enterprise
4 Utilization Certification, the Bidder shall submit written confirmation from that DBE firm
5 that the DBE is in agreement with the DBE participation commitment that the Bidder has
6 made in the Bidder's completed Disadvantaged Business Enterprise Utilization
7 Certification. WSDOT Form 422 031 EF (Disadvantaged Business Enterprise Written
8 Confirmation Document) is to be used for this purpose. Bidder must submit good faith
9 effort documentation only in the event the bidder's efforts to solicit sufficient DBE
10 participation have been unsuccessful. Directions for delivery of the Disadvantaged
11 Business Enterprise Written Confirmation Documents and Disadvantaged Business
12 Enterprise Good Faith Effort documentation are included in Sections 1-02.9.
13
14 (August 2, 2004)
15 The fifth and sixth paragraphs of Section 1-02.6 are deleted.
16
17 1-02.7 Bid Deposit
18 (March 8, 2013 APWA GSP)
19
20 Supplement this section with the following:
21
22 Bid bonds shall contain the following:
23 1. Contracting Agency -assigned number for the project;
24 2. Name of the project;
25 3. The Contracting Agency named as obligee;
26 4. The amount of the bid bond stated either as a dollar figure or as a percentage which
27 represents five percent of the maximum bid amount that could be awarded;
28 5. Signature of the bidder's officer empowered to sign official statements. The signature
29 of the person authorized to submit the bid should agree with the signature on the
30 bond, and the title of the person must accompany the said signature;
31 6. The signature of the surety's officer empowered to sign the bond and the power of
32 attorney.
33
34 If so stated in the Contract Provisions, bidder must use the bond form included in the
35 Contract Provisions.
36
37 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit.
38
39 1-02.9 Delivery of Proposal
40 (August 15, 2012 APWA GSP, Option A)
41
42 Delete this section and replace it with the following:
43
44 Each proposal shall be submitted in a sealed envelope, with the Project Name and
45 Project Number as stated in the Call for Bids clearly marked on the outside of the
46 envelope, or as otherwise required in the Bid Documents, to ensure proper handling and
47 delivery.
48
49 If the project has FHWA funding and requires DBE Written Confirmation Documents or
50 Good Faith Effort Documentation, then to be considered responsive, the Bidder shall
Crosswalk Improvements Special Provisions
Citv of Bremerton, Washington 6 Skillings Connollv, Inc.
Federal Aid # STI'US-9918(015) April 2016
1 submit with their Bid Proposal, written Confirmation Documentation from each DBE firm
2 listed on the Bidder's completed DBE Utilization Certification, form 272-056A EF, as
3 required by Section 1-02.6.
4
5 The Contracting Agency will not open or consider any Bid Proposal that is received after
6 the time specified in the Call for Bids for receipt of Bid Proposals, or received in a
7 location other than that specified in the Call for Bids.
8
9 1-02.13 Irregular Proposals
10 (January 4, 2016 APWA GSP)
11
12 Delete this section and replace it with the following:
13
14 1. A proposal will be considered irregular and will be rejected if:
15 a. The Bidder is not prequalified when so required;
16 b. The authorized proposal form furnished by the Contracting Agency is not
17 used or is altered;
18 C. The completed proposal form contains any unauthorized additions, deletions,
19 alternate Bids, or conditions;
20 d. The Bidder adds provisions reserving the right to reject or accept the award,
21 or enter into the Contract;
22 e. A price per unit cannot be determined from the Bid Proposal;
23 f. The Proposal form is not properly executed;
24 g. The Bidder fails to submit or properly complete a Subcontractor list, if
25 applicable, as required in Section 1-02.6;
26 h. The Bidder fails to submit or properly complete a Disadvantaged Business
27 Enterprise Certification, if applicable, as required in Section 1-02.6;
28 i. The Bidder fails to submit written confirmation from each DBE firm listed on
29 the Bidder's completed DBE Utilization Certification that they are in
30 agreement with the bidders DBE participation commitment, if applicable, as
31 required in Section 1-02.6, or if the written confirmation that is submitted fails
32 to meet the requirements of the Special Provisions;
33 j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable,
34 as required in Section 1-02.6, or if the documentation that is submitted fails to
35 demonstrate that a Good Faith Effort to meet the Condition of Award was
36 made;
37 k. The Bid Proposal does not constitute a definite and unqualified offer to meet
38 the material terms of the Bid invitation; or
39 I. More than one proposal is submitted for the same project from a Bidder under
40 the same or different names.
41
42 2. A Proposal may be considered irregular and may be rejected if:
43 a. The Proposal does not include a unit price for every Bid item;
44 b. Any of the unit prices are excessively unbalanced (either above or below the
45 amount of a reasonable Bid) to the potential detriment of the Contracting
46 Agency;
47 C. Receipt of Addenda is not acknowledged;
48 d. A member of a joint venture or partnership and the joint venture or
49 partnership submit Proposals for the same project (in such an instance, both
50 Bids may be rejected); or
51 e. If Proposal form entries are not made in ink.
52
Crosswalk Improvements Special Provisions
City of Bremerton, Washington 7 Skillings Connolly. Inc.
Federal Aid # STPUS-9918(015) April 20/6
1 1-02.14 Disqualification of Bidders
2 (March 8, 2013 APWA GSP, Option A)
3
4 Delete this section and replace it with the following:
5
6 A Bidder will be deemed not responsible if the Bidder does not meet the mandatory
7 bidder responsibility criteria in RCW 39.04.350(1), as amended.
8
9 As evidence that the Bidder meets the mandatory bidder responsibility criteria, the
10 apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of
11 the bid submittal deadline, documentation (sufficient in the sole judgment of the
12 Contracting Agency) demonstrating compliance with all responsibility criteria. The
13 Contracting Agency reserves the right to request such documentation from other Bidders
14 as well, and to request further documentation as needed to assess bidder responsibility.
15 The Contracting Agency also reserves the right to obtain information from third parties
16 concerning a Bidder's compliance with the mandatory bidder responsibility criteria.
17
18 If the Contracting Agency determines the Bidder does not meet the mandatory bidder
19 responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the
20 Contracting Agency shall notify the Bidder in writing, with the reasons for its
21 determination. If the Bidder disagrees with this determination, it may appeal the
22 determination within two (2) business days of the Contracting Agency's determination by
23 presenting its appeal and any additional information to the Contracting Agency. The
24 Contracting Agency will consider the appeal and any additional information before
25 issuing its final determination. If the final determination affirms that the Bidder is not
26 responsible, the Contracting Agency will not execute a contract with any other Bidder
27 until at least two business days after the Bidder determined to be not responsible has
28 received the Contracting Agency's final determination.
29
30 1-02.15 Pre Award Information
31 (August 14, 2013 APWA GSP)
32
33 Revise this section to read:
34
35 Before awarding any contract, the Contracting Agency may require one or more of these
36 items or actions of the apparent lowest responsible bidder:
37 1. A complete statement of the origin, composition, and manufacture of any or all
38 materials to be used,
39 2. Samples of these materials for quality and fitness tests,
40 3. A progress schedule (in a form the Contracting Agency requires) showing the order
41 of and time required for the various phases of the work,
42 4. A breakdown of costs assigned to any bid item,
43 5. Attendance at a conference with the Engineer or representatives of the Engineer,
44 6. Obtain, and furnish a copy of, a business license to do business in the city or county
45 where the work is located.
46 7. Any other information or action taken that is deemed necessary to ensure that the
47 bidder is the lowest responsible bidder.
48
49
50 1-03 Award and Execution of Contract
51
Crosswalk Improvements Special Provisions
Ce(v of Bremerton. Washington 8 Skillings Connollv. Inc
Federal Aid # S77'US-9918(015) April 2016
1 1-03.1 Consideration of Bids
2 (January 23, 2006 APWA GSP)
3
4 Revise the first paragraph to read:
5
6 After opening and reading proposals, the Contracting Agency will check them for
7 correctness of extensions of the prices per unit and the total price. If a discrepancy
8 exists between the price per unit and the extended amount of any bid item, the price per
9 unit will control. If a minimum bid amount has been established for any item and the
10 bidder's unit or lump, sum price is less than the minimum specified amount the
11 Contracting Agency will unilaterally revise the unit or lump sum price to the minimum
12 specified amount and recalculate the extension. The total of extensions, corrected
13 where necessary, including sales taxes where applicable and such additives and/or
14 alternates as selected by the Contracting Agency, will be used by the Contracting Agency
15 for award purposes and to fix the Awarded Contract Price amount and the amount of the
16 contract bond.
17
18 1-03.1(1) Identical Bid Totals
19 (January 4, 2016 APWA GSP)
20
21 Revise this section to read:
22
23 After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then
24 the tie-breaker will be the Bidder with an equal lowest bid, that proposed to use the
25 highest percentage of recycled materials in the Project, per the form submitted with the
26 Bid Proposal. If those percentages are also exactly equal, then the tie-breaker will be
27 determined by drawing as follows: Two or more slips of paper will be marked as follows:
28 one marked "Winner" and the other(s) marked "unsuccessful". The slips will be folded to
29 make the marking unseen. The slips will be placed inside a box. One authorized
30 representative of each Bidder shall draw a slip from the box. Bidders shall draw in
31 alphabetic order by the name of the firm as registered with the Washington State
32 Department of Licensing. The slips shall be unfolded and the firm with the slip marked
33 "Winne" will be determined to be the successful Bidder and eligible for Award of the
34 Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest
35 responsive Bid, and with a proposed recycled m aterials percentage that is exactly equal
36 to the highest proposed recycled materials amount, are eligible to draw.
37
38 1-03.3 Execution of Contract
39 (October 1, 2005 APWA GSP)
40
41 Revise this section to read:
42
43 Copies of the Contract Provisions, including the unsigned Form of Contract will be
44 available for signature by the successful bidder on the first business day following award
45 The number of copies to be executed by the Contractor will be determined by the
46 Contracting Agency.
47
48 Within 10 calendar days after the award date, the successful bidder shall return the
49 signed Contracting Agency -prepared contract, an insurance certification as required by
50 Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before
51 execution of the contract by the Contracting Agency, the successful bidder shall provide
52 any pre -award information the Contracting Agency may require under Section 1-02.15.
Crosswalk Improvements Special Provisions
City of Bremerton, Washington 9 Shllnrgs Connolly, Inc.
Federal Aid # STPUS-9918(015) April 2016
1
2 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting
3 Agency nor shall any work begin within the project limits or within Contracting Agency -
4 furnished sites. The Contractor shall bear all risks for any work begun outside such areas
5 and for any materials ordered before the contract is executed by the Contracting Agency.
6
7 If the bidder experiences circumstances beyond their control that prevents return of the
8 contract documents within the 10 calendar days after the award date stated above, the
9 Contracting Agency may grant up to a maximum of 10 additional calendar days for return
10 of the documents, provided the Contracting Agency deems the circumstances warrant it.
11
12
13 1-03.4 Contract Bond
14 (July 23, 2015 APWA GSP)
15
16 Delete the first paragraph and replace it with the following:
17
18 The successful bidder shall provide executed payment and performance bond(s) for the
19 full contract amount. The bond may be a combined payment and performance bond; or
20 be separate payment and performance bonds. In the case of separate payment and
21 performance bonds, each shall be for the full contract amount. The bond(s) shall:
22 1. Be on Contracting Agency -furnished form(s);
23 2. Be signed by an approved surety (or sureties) that:
24 a. Is registered with the Washington State Insurance Commissioner, and
25 b. Appears on the current Authorized Insurance List in the State of Washington
26 published by the Office of the Insurance Commissioner,
27 3. Guarantee that the Contractor will perform and comply with all obligations, duties,
28 and conditions under the Contract, including but not limited to the duty and obligation
29 to indemnify, defend, and protect the Contracting Agency against all losses and
30 claims related directly or indirectly from any failure:
31 a. Of the Contractor (or any of the employees, subcontractors, or lower tier
32 subcontractors of the Contractor) to faithfully perform and comply with all contract
33 obligations, conditions, and duties, or
34 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the
35 Contractor) to pay all laborers, mechanics, subcontractors, lower tier
36 subcontractors, material person, or any other person who provides supplies or
37 provisions for carrying out the work;
38 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the
39 project under titles 50, 51, and 82 RCW; and
40 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign
41 the bond; and
42 6. Be signed by an officer of the Contractor empowered to sign official statements (sole
43 proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed
44 by the president or vice president, unless accompanied by written proof of the
45 authority of the individual signing the bond(s) to bind the corporation (i.e., corporate
46 resolution, power of attorney, or a letter to such effect signed by the president or vice
47 president).
48
49 1-04 Scope of the Work
50
Crosswalk Improvements Special Provisions
City of'Bremerton, Washington 10 Skillings Connolly. hie.
Federal Aid # S7PL/S-9918(015) April 2016
1 1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
2 Specifications, and Addenda
3
4 (March 13, 2012 APWA GSP)
5
6
7 Revise the second paragraph to read:
8
9 Any inconsistency in the parts of the contract shall be resolved by following this order of
10 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):
11 1. Addenda,
12 2. Proposal Form,
13 3. Special Provisions,
14 4. Contract Plans,
15 5. Amendments to the Standard Specifications,
16 6. Standard Specifications,
17 7. Contractinq Agency's Standard Plans or Details (if any), and
18 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction.
19
20 1-05 Control of Work
21
22 1-05.4 Conformity With and Deviations From Plans and Stakes
23 -
24 Section 1-05.4 is supplemented with the following:
25
26 (April 1, 2013)
27 Contractor Surveying - Roadway
28 Copies of the Contracting Agency provided primary survey control data are available for
29 the bidder's inspection at the office of the Project Engineer.
30
31 The Contractor shall be responsible for setting, maintaining, and resetting all alignment
32 stakes, slope stakes, and grades necessary for the construction of the roadbed,
33 drainage, surfacing, paving, channelization and pavement marking, illumination and
34 signals, guardrails and barriers, and signing. Except for the survey control data to be
35 furnished by the Contracting Agency, calculations, surveying, and measuring required
36 for setting and maintaining the necessary lines and grades shall be the Contractor's
37 responsibility.
38
39 The Contractor shall inform the Engineer when monuments are discovered that were
40 not identified in the Plans 'and construction activity may disturb or damage the
41 monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected
42 throughout the length of the project or be replaced at the Contractors expense.
43
44 Detailed survey records shall be maintained, including a description of the work
45 performed on each shift, the methods utilized, and the control points used. The record
46 shall be adequate to allow the survey to be reproduced. A copy of each day's record
47 shall be provided to the Engineer within three working days after the end of the shift.
48
49 The meaning of words and terms used in this provision shall be as listed in "Definitions
50 of Surveying and Associated Terms" current edition, published by the American
51 Congress on Surveying and Mapping and the American Society of Civil Engineers.
Crosswalk Improvements Special Provisions
City of Bremcrlon, Washington 11 Skillings Connolly, Inc.
Federal Aid # STPUS-9918(015) 1 pril 20l6
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The survey work shall include but not be limited to the following:
Verify the primary horizontal and vertical control furnished by the Contracting
Agency, and expand into secondary control by adding stakes and hubs as well
as additional survey control needed for the project. Provide descriptions of
secondary control to the Contracting Agency. The description shall include
coordinates and elevations of all secondary control points.
2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks
on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs)
and at points on the alignments spaced no further than 50 feet.
3. Establish clearing limits, placing stakes at all angle points and at intermediate
points not more than 50 feet apart. The clearing and grubbing limits shall be 5
feet beyond the toe of a fill and 10 feet beyond the top of a cut unless
otherwise shown in the Plans.
4. Establish grading limits, placing slope stakes at centerline increments not more
than 50 feet apart. Establish offset reference to all slope stakes. If Global
Positioning Satellite (GPS) Machine Controls are used to provide grade
control, then slope stakes may be omitted at the discretion of the Contractor
5. Establish the horizontal and vertical location of all drainage features, placing
offset stakes to all drainage structures and to pipes at a horizontal interval not
greater than 25 feet.
6. Establish roadbed and surfacing elevations by placing stakes at the top of
subgrade and at the top of each course of surfacing. Subgrade and surfacing
stakes shall be set at horizontal intervals not greater than 50 feet in tangent
sections, 25 feet in curve sections with a radius less than 300 feet, and at 10 -
foot intervals in intersection radii with a radius less than 10 feet. Transversely,
stakes shall be placed at all locations where the roadway slope changes and
at additional points such that the transverse spacing of stakes is not more than
12 feet. If GPS Machine Controls are used to provide grade control, then
roadbed and surfacing stakes may be omitted at the discretion of the
Contractor.
7. Establish intermediate elevation benchmarks as needed to check work
throughout the project.
8. Provide references for paving pins at 25 -foot intervals or provide simultaneous
surveying to establish location and elevation of paving pins as they are being
placed.
9. For all other types of construction included in this provision, (including but not
limited to channelization and pavement marking, illumination and signals,
guardrails and barriers, and signing) provide staking and layout as necessary
to adequately locate, construct, and check the specific construction activity.
10. Contractor shall determine if changes are needed to the profiles or roadway
sections shown in the Contract Plans in order to achieve proper smoothness
Crosswalk Improvements Special Pro visions
Ciro of Bremerton. Washington 12 Skil/rags Connollv. Inc.
Federal Aid # STPUS-9918(015) April 2016
1 and drainage where matching into existing features, such as a smooth
2 transition from new pavement to existing pavement. The Contractor shall
3 submit these changes to the Project Engineer for review and approval 10 days
4 prior to the beginning of work.
5
6 The Contractor shall provide the Contracting Agency copies of any calculations and
7 staking data when requested by the Engineer.
8
9 To facilitate the establishment of these lines and elevations, the Contracting Agency will
10 provide the Contractor with primary survey control information consisting of descriptions
11 of two primary control points used for the horizontal and vertical control, and
12 descriptions of two additional primary control points for every additional three miles of
13 project length. Primary control points will be described by reference to the project
14 alignment and the coordinate system and elevation datum utilized by the project. In
15 addition, the Contracting Agency will supply horizontal coordinates for the beginning and
16 ending points and for each Point of Intersection (PI) on each alignment included in the
17 project.
18
19 The Contractor shall ensure a surveying accuracy within the following tolerances:
20
21 Vertical Horizontal
22 Slope stakes ±0.10 feet ±0.10 feet
23 Subgrade grade stakes set
24 0.04 feet below grade ±0.01 feet ±0.5 feet
25 (parallel to alignment)
26 ±0.1 feet
27 (normal to alignment)
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29 Stationing on roadway N/A ±0.1 feet
30 Alignment on roadway N/A ±0.04 feet
31 Surfacing grade stakes ±0.01 feet ±0.5 feet
32 (parallel to alignment)
33 ±0.1 feet
34 (normal to alignment)
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36 Roadway paving pins for
37 surfacing or paving ±0.01 feet ±0.2 feet
38 (parallel to alignment)
39 ±0.1 feet
40 (normal to alignment)
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42 The Contracting Agency may spot-check the Contractor's surveying. These spot -
43 checks will not change the requirements for normal checking by the Contractor.
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45 When staking roadway alignment and stationing, the Contractor shall perform
46 independent checks from different secondary control to ensure that the points staked
47 are within the specified survey accuracy tolerances.
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49 The Contractor shall calculate coordinates for the alignment. The Contracting Agency
50 will verify these coordinates prior to issuing approval to the Contractor for commencing
51 with the work. The Contracting Agency will require up to seven calendar days from the
52 date the data is received.
Crosswalk Improvements Special Provisions
Citv of Bremerton, Washington 13 Skillings Connolly. Inc.
Federal Aid # S7PUS-9918(015) April 2016
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2 Contract work to be performed using contractor -provided stakes shall not begin until the
3 stakes are approved by the Contracting Agency. Such approval shall not relieve the
4 Contractor of responsibility for the accuracy of the stakes.
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6 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are
7 needed that are not described in the Plans, then those stakes shall be marked, at no
8 additional cost to the Contracting Agency as ordered by the Engineer.
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10 Payment
11 Payment will be made in accordance with Section 1-04.1 for the following bid item when
12 included in the proposal:
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14 "Roadway Surveying", lump sum.
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16 The lump sum contract price for "Roadway Surveying" shall be full pay for all labor,
17 equipment, materials, and supervision utilized to perform the Work specified, including
18 any resurveying, checking, correction of errors, replacement of missing or damaged
19 stakes, and coordination efforts.
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21 1-05.7 Removal of Defective and Unauthorized Work
22 (October 1, 2005 APWA GSP)
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24 Supplement this section with the following:
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26 If the Contractor fails to remedy defective or unauthorized work within the time specified
27 in a written notice from the Engineer, or fails to perform any part of the work required by
28 the Contract Documents, the Engineer may correct and remedy such work as may be
29 identified in the written notice, with Contracting Agency forces or by such other means as
30 the Contracting Agency may deem necessary.
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32 If the Contractor fails to comply with a written order to remedy what the Engineer
33 determines to be an emergency situation, the Engineer may have the defective and
34 unauthorized work corrected immediately, have the rejected work removed and replaced,
35 or have work the Contractor refuses to perform completed by using Contracting Agency
36 or other forces. An emergency situation is any situation when, in the opinion of the
37 Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk
38 of loss or damage to the public.
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40 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and
41 remedying defective or unauthorized work, or work the Contractor failed or refused to
42 perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from
43 monies due, or to become due, the Contractor. Such direct and indirect costs shall
44 include in particular, but without limitation, compensation for additional professional
45 services required, and costs for repair and replacement of work of others destroyed or
46 damaged by correction, removal, or replacement of the Contractor's unauthorized work.
47
48 No adjustment in contract time or compensation will be allowed because of the delay in
49 the performance of the work attributable to the exercise of the Contracting Agency's
50 rights provided by this Section.
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Crosswalk Improvements Special Provisions
CRY of Bremerton, Washington 14 Skillings Connollv, Inc.
Federal Aid #S7PUS-9918(015) April1016
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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 Final Inspection
Delete this section and replace it with the following:
1-05.11 Final Inspections and Operational Testing
(October 1, 2005 APWA GSP)
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
therefor.
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.
Crosswalk Improvements
City of Bremerton, Washington
Federal Aid # STPUS-9918(015)
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Special Provisions
Skillings Connollv, Inc.
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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.
1-05.15 Method of Serving Notices
(March 25, 2009 APWA GSP)
Revise the second paragraph to read:
All correspondence from the Contractor shall be directed to the Project Engineer. All
correspondence from the Contractor constitutina anv notification, notice of protest, notice
Crosswalk Improvements Special Provisions
Citv of Bremerton. Washington 16 Skillings Connolly. Inc.
Federal Aid # PPUS-9918(015) April 2016
1 of dispute, or other correspondence constituting notification required to be furnished
2 under the Contract, must be in paper format, hand delivered or sent via mail delivery
3 service to the Project Engineer's office. Electronic copies such as e-mails or
4 electronically delivered copies of correspondence will not constitute such notice and will
5 not comply with the requirements of the Contract.
6
7 Add the following new section:
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9 1-05.16 Water and Power
10 (October 1, 2005 APWA GSP)
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12 The Contractor shall make necessary arrangements, and shall bear the costs for power
13 and water necessary for the performance of the work, unless the contract includes power
14 and water as a pay item.
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16 1-06 Control of Material
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18 Section 1-06 is supplemented with the following:
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20 Buy America
21
22 (August 6,'2012)
23 In accordance with Buy America requirements contained in 23 CFR 635.410, the major
24 quantities of steel and iron construction material that is permanently incorporated into
25 the project shall consist of American-made materials only. Buy America does not apply
26 to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel
27 scaffolding and falsework.
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29 Minor amounts of foreign steel and iron may be utilized in this project provided the cost
30 of the foreign material used does not exceed one-tenth of one percent of the total
31 contract cost or $2,500.00, whichever is greater.
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33 American-made material is defined as material having all manufacturing processes
34 occurring domestically. To further define the coverage, a domestic product is a
35 manufactured steel material that was produced in one of the 50 States, the District of
36 Columbia, Puerto Rico, or in the territories and possessions of the United States.
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38 If domestically produced steel billets or iron ingots are exported outside of the area of
39 coverage, as defined above, for any manufacturing process then the resulting product
40 does not conform to the Buy America requirements. Additionally, products
41 manufactured domestically from foreign source steel. billets or iron ingots do not
42 conform to the Buy America requirements because the initial melting and mixing of
43 alloys to create the material occurred in a foreign country.
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45 Manufacturing begins with the initial melting and mixing, and continues through the
46 coating stage. Any process which modifies the chemical content, the physical size or
47 shape, or the final finish is considered a manufacturing process. The processes include
48 rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action
49 of applying a coating to steel or iron is deemed a manufacturing process. Coating
50 includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that
51 protects or enhances the value of steel or iron. Any process from the original reduction
52 from ore to the finished product constitutes a manufacturing process for iron.
Crosswalk Improvements Special Provisions
Ciro of'Bremerton, !Washington 17 Skilliurgs Canrolly, Inc.
Federal Aid # S'IPUS-9918(0/5) April 2016
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2 Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and
3 alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced
4 iron ore.
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6 The following are considered to be steel manufacturing processes:
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8 1. Production of steel by any of the following processes:
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10 a. Open hearth furnace.
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12 b. Basic oxygen.
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14 c. Electric furnace.
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16 d. Direct reduction.
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18 2. Rolling, heat treating, and any other similar processing.
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20 3. Fabrication of the products.
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22 a. Spinning wire into cable or strand.
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24 b. Corrugating and rolling into culverts.
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26 c. Shop fabrication.
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28 A certification of materials origin will be required for any items comprised of, or
29 containing, steel or iron construction materials prior to such items being incorporated
30 into the permanent work. The certification shall be on DOT Form 350-109EF provided
31 by the Engineer, or such other form the Contractor chooses, provided it contains the
32 same information as DOT Form 350-109EF.
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34 1-06.6 Recycled Materials
35 (January 4, 2016 APWA GSP)
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37 Delete this section, including its subsections, and replace it with the following:
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39 The Contractor shall make their best effort to utilize recycled materials in the construction
40 of the project. Approval of such material use shall be as detailed elsewhere in the
41 Standard Specifications.
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43 Prior to Physical Completion the Contractor shall report the quantity of recycled materials
44 that were utilized in the construction of the project for each of the items listed in Section
45 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled
46 glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material
47 and aggregates from concrete returned to the supplier). The Contractor's report shall be
48 provided on DOT form 350-075 Recycled Materials Reporting.
49
50 1-07 Legal Relations and Responsibilities to the Public
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Crossivalk hnprovements Special Provisions
Ciry of Bremerton, Washington 18 Skillings Connolly, Inc.
Federal Aid # STPbS-9918(015) April 2016
1 1-07.1 Laws to be Observed
2 (October 1, 2005 APWA GSP)
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4 Supplement this section with the following:
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6 In cases of conflict between different safety regulations, the more stringent regulation
7 shall apply.
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9 The Washington State Department of Labor and Industries shall be the sole and
10 paramount administrative agency responsible for the administration of the provisions of
11 the Washington Industrial Safety and Health Act of 1973 (WISHA).
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13 The Contractor shall maintain at the project site office, or other well known place at the
14 project site, all articles necessary for providing first aid to the injured. The Contractor
15 shall establish, publish, and make known to all employees, procedures for ensuring
16 immediate removal to a hospital, or doctor's care, persons, including employees, who
17 may have been injured on the project site. Employees should not be permitted to work
18 on the project site before the Contractor has established and made known procedures
19 for removal of injured persons to a hospital or a doctor's care.
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21 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of
22 the Contractor's plant, appliances, and methods, and for any damage or injury resulting
23 from their failure, or improper maintenance, use, or operation. The Contractor shall be
24 solely and completely responsible for the conditions of the project site, including safety
25 for all persons and property in the performance of the work. This requirement shall apply
26 continuously, and not be limited to normal working hours. The required or implied duty of
27 the Engineer to conduct construction review of the Contractor's performance does not,
28 and shall not, be intended to include review and adequacy of the Contractor's safety
29 measures in, on, or near the project site.
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35
36 (March 13, 1995)
37 If the sources of materials provided by the Contractor necessitates hauling over roads
38 other than State Highways, the Contractor shall, at the Contractor's expense, make all
39 arrangements for the use of the haul routes.
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41 1-07.9 Wages
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43 1-07.9(1) General
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45 Section 1-07.9(1) is supplemented with the following:
46
47 (January 8, 2016)
48 The Federal wage rates incorporated in this contract have been established by the
49 Secretary of Labor under United States Department of Labor General Decision No.
50 WA160001.
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Crosswalk Improvements Special Provisions
Gtv oJHremerton. Washington 19 Skillings ConnoQv. hu.
Federal Aid # STPUS-9918(01 ) April 2016
1 The State rates incorporated in this contract are applicable to all construction
2 activities associated with this contract.
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Section 1-07.11 is supplemented with the following:
(August 5, 2013)
Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive
Order 11246)
The Contractor's attention is called to the Equal Opportunity Clause and the
Standard Federal Equal Employment Opportunity Construction Contract
Specifications set forth herein.
2. The goals and timetables for minority and female participation set by the Office of
Federal Contract Compliance Programs, expressed in percentage terms for the
Contractor's aggregate work force in each construction craft and in each trade on
all construction work in the covered area, are as follows:
Women - Statewide
Timetable
Goal
Until further notice 6.9%
Minorities - by Standard Metropolitan Statistical Area (SMSA)
Spokane, WA:
SMSA Counties:
Spokane, WA
WA Spokane.
Non -SMSA Counties
WA Adams; WA Asotin;
Lincoln, WA Pend Oreille
2.8
3.0
WA Columbia; WA Ferry; WA Garfield; WA
WA Stevens; WA Whitman.
Richland, WA
SMSA Counties:
Richland Kennewick, WA
WA Benton; WA Franklin.
Non -SMSA Counties
WA Walla Walla.
Yakima, WA:
SMSA Counties:
Yakima, WA
WA Yakima.
Non -SMSA Counties
WA Chelan; WA Douglas;
Crosswalk Improvements
Citv of Bremerton. Washington
Federal Air! # S7PUS-9918(015)
5.4
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WA Grant; WA Kittitas; WA Okanogan.
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Special Provisions
Skillings Connollv, Inc.
April 20l h
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Seattle, WA:
SMSA Counties:
Seattle Everett, WA 7.2
WA King; WA Snohomish.
Tacoma, WA 6.2
WA Pierce.
Non -SMSA Counties 6.1
WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap;
WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA
Thurston; WA Whatcom.
Portland, OR:
SMSA Counties:
Portland, OR -WA
WA Clark.
Non -SMSA Counties
WA Cowlitz;
4.5
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WA Klickitat; WA Skamania; WA Wahkiakum.
These goals are applicable to each nonexempt Contractor's total on-site
construction workforce, regardless of whether or not part of that workforce is
performing work on a Federal, or federally assisted project, contract, or subcontract
until further notice. Compliance with these goals and time tables is enforced by the
Office of Federal Contract compliance Programs.
The Contractor's compliance with the Executive Order and the regulations in 41
CFR Part 60-4 shall be based on its implementation of the Equal Opportunity
Clause, specific affirmative action obligations required by the specifications set
forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority
and female employment and training must be substantially uniform throughout the
length of the contract, in each construction craft and in each trade, and the
Contractor shall make a good faith effort to employ minorities and women evenly on
each of its projects. The transfer of minority or female employees or trainees from
Contractor to Contractor or from project to project for the sole purpose of meeting
the Contractor's goal shall be a violation of the contract, the Executive Order and
the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured
against the total work hours performed.
3. The Contractor shall provide written notification to the Office of Federal Contract
Compliance Programs (OFCCP) within 10 working days of award of any
construction subcontract in excess of $10,000 or more that are Federally funded, at
any tier for construction work under the contract resulting from this solicitation. The
notification shall list the name, address and telephone number of the
Subcontractor; employer identification number of the Subcontractor; estimated
dollar amount of the subcontract; estimated starting and completion dates of the
subcontract; and the geographical area in which the contract is to be performed.
The notification shall be sent to:
U.S. Department of Labor
Office of Federal Contract Compliance Programs Pacific Region
Attn: Regional Director
San Francisco Federal Building
90-7 1h Street, Suite 18-300
Crosswalk Improvements Special Provisions
City of Bremerton. Washington 21 Skillings Connolly, Inc.
Federal Anil # S7PUS-9918(015) April 2016
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San Francisco, CA 94103(415) 625-7800 Phone
(415) 625-7799 Fax
Additional information may be found at the U.S. Department of Labor website:
http://www.dol.gov/ofccp/TAguides/ctaguide.htm
4. As used in this Notice, and in the contract resulting from this solicitation, the
Covered Area is as designated herein.
Standard Federal Equal Employment Opportunity Construction Contract Specifications
(Executive Order 11246)
1. As used in these specifications:
a. Covered Area means the geographical area described in the solicitation
from which this contract resulted;
b. Director means Director, Office of Federal Contract Compliance Programs,
United States Department of Labor, or any person to whom the Director
delegates authority;
c. Employer Identification Number means the Federal Social Security
number used on the Employer's Quarterly Federal Tax Return, U. S.
Treasury Department Form 941;
d. Minority includes:
(1) Black, a person having origins in any of the Black Racial Groups
of Africa.
(2) Hispanic, a fluent Spanish speaking, Spanish surnamed person
of Mexican, Puerto Rican, Cuban, Central American, South
American, or other Spanish origin.
(3) Asian or Pacific Islander, a person having origins in any of the
original peoples of the Pacific rim or the Pacific Islands, the
Hawaiian Islands and Samoa.
(4) American Indian or Alaskan Native, a person having origins in
any of the original peoples of North America, and who maintain
cultural identification through tribal affiliation or community
recognition.
2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion
of the work involving any construction trade, it shall physically include in each
subcontract in excess of $10,000 the provisions of these specifications and the
Notice which contains the applicable goals for minority and female participation and
which is set forth in the solicitations from which this contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan
approved by the U.S. Department of Labor in the covered area either individually
or through an association, its affirmative action obligations on all work in the Plan
Crosswalk Improvements Special Provisions
Citv of Bremerton, Washington 22 Skillings Connolly, lac.
Federal Aid # STPUS-9918(015) April 2016
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area (including goals and timetables) shall be in accordance with that Plan for
those trades which have unions participating in the Plan. Contractors must be able
to demonstrate their participation in and compliance with the provisions of any such
Hometown Plan. Each Contractor or Subcontractor participating in an approved
Plan is individually required to comply with its obligations under the EEO clause,
and to make a good faith effort to achieve each goal under the Plan in each trade in
which it has employees. The overall good faith performance by other Contractors
or Subcontractors toward a goal in an approved Plan does not excuse any covered
Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan
goals and timetables.
4. The Contractor shall implement the specific affirmative action standards provided in
paragraphs 7a through 7p of this Special Provision. The goals set forth in the
solicitation from which this contract resulted are expressed as percentages of the
total hours of employment and training of minority and female utilization the
Contractor should reasonably be able to achieve in each construction trade in
which it has employees in the covered area. Covered construction contractors
performing construction work in geographical areas where they do not have a
Federal or federally assisted construction contract shall apply the minority and
female goals established for the geographical area where the work is being
performed. The Contractor is expected to make substantially uniform progress in
meeting its goals in each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement, nor the failure by a
union with whom the Contractor has a collective bargaining agreement, to refer
either minorities or women shall excuse the Contractor's obligations under these
specifications, Executive Order 11246, or the regulations promulgated pursuant
thereto.
6. In order for the nonworking training hours of apprentices and trainees to be counted
in meeting the goals, such apprentices and trainees must be employed by the
Contractor during the training period, and the Contractor must have made a
commitment to employ the apprentices and trainees at the completion of their
training, subject to the availability of employment opportunities. Trainees must be
trained pursuant to training programs approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal employment
opportunity. The evaluation of the Contractor's compliance with these
specifications shall be based upon its effort to achieve maximum results from its
action. The Contractor shall document these efforts fully, and shall implement
affirmative action steps at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities at which the
Contractor's employees are assigned to work. The Contractor, where
possible, will assign two or more women to each construction project. The
Contractor shall specifically ensure that all foremen, superintendents, and
other on-site supervisory personnel are aware of and carry out the
Contractor's obligation to maintain such a working environment, with
specific attention to minority or female individuals working at such sites or
in such facilities.
Crosswalk Improvements
Ci(v of Bremerton, Washington
Federal Aid # STPUS-9918(015)
23
Special Provisions
Skillings Connollv. Inc.
April 2016
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b. Establish and maintain a current list of minority and female recruitment
sources, provide written notification to minority and female recruitment
sources and to community organizations when the Contractor or its unions
have employment opportunities available, and maintain a record of the
organizations' responses.
Maintain a current file of the names, addresses and telephone numbers of
each minority and female off -the -street applicant and minority or female
referral from a union, a recruitment source or community organization and
of what action was taken with respect to each such individual. If such
individual was sent to the union hiring hall for referral and was not referred
back to the Contractor by the union or, if referred, not employed by the
Contractor, this shall be documented in the file with the reason therefor,
along with whatever additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the union or
unions with which the Contractor has a collective bargaining agreement
has not referred to the Contractor a minority person or woman sent by the
Contractor, or when the Contractor has other information that the union
referral process has impeded the Contractor's efforts to meet its
obligations.
e. Develop on-the-job training opportunity and/or participate in training
programs for the area which expressly include minorities and women,
including upgrading programs and apprenticeship and trainee programs
relevant to the Contractor's employment needs, especially those programs
funded or approved by the U.S. Department of Labor. The Contractor
shall provide notice of these programs to the sources compiled under 7b
above.
Disseminate the Contractor's EEO policy by providing notice of the policy
to unions and training programs and requesting their cooperation in
assisting the Contractor in meeting its EEO obligations; by including it in
any policy manual and collective bargaining agreement; by publicizing it in
the company newspaper, annual report, etc.; by specific review of the
policy with all management personnel and with all minority and female
employees at least once a year; and by posting the company EEO policy
on bulletin boards accessible to all employees at each location where
construction work is performed.
g. Review, at least annually, the company's EEO policy and affirmative action
obligations under these specifications with all employees having any
responsibility for hiring, assignment, layoff, termination or other
employment decisions including specific review of these items with on-site
supervisory personnel such as Superintendents, General Foremen, etc.,
prior to the initiation of construction work at any job site. A written record
shall be made and maintained identifying the time and place of these
meetings, persons attending, subject matter discussed, and disposition of
the subject matter.
h. Disseminate the Contractor's EEO policy externally by including it in any
advertising in the news media, specifically including minority and female
Crosswalk hnprovements Special Provisions
City of Bremerton. Washington 24 Skillings Connollv. Inc.
Federal Aid # STPUS-991 8(015) April 20l 6
1 news media, and providing written notification to and discussing the
2 Contractor's EEO policy with other Contractors and Subcontractors with
3 whom the Contractor does or anticipates doing business.
4
5 i. Direct its recruitment efforts, both oral and written to minority, female and
6 community organizations, to schools with minority and female students
7 and to minority and female recruitment and training organizations serving
8 .the Contractor's recruitment area and employment needs. Not later than
9 one month prior to the date for the acceptance of applications for
10 apprenticeship or other training by any recruitment source, the Contractor
11 shall send written notification to organizations such as the above,
12 describing the openings, screening procedures, and tests to be used in
13 the selection process.
14
15 j. Encourage present minority and female employees to recruit other
16 minority persons and women and where reasonable, provide after school,
17 summer and vacation employment to minority and female youth both on
18 the site and in other areas of a Contractor's work force.
19
20 k. Validate all tests and other selection requirements where there is an
21 obligation to do so under 41 CFR Part 60-3.
22
23 I. Conduct, at least annually, an inventory and evaluation of all minority and
24 female personnel for promotional opportunities and encourage these
25 employees to seek or to prepare for, through appropriate training, etc.,
26 such opportunities.
27
28 m. Ensure that seniority practices, job classifications, work assignments and
29 other personnel practices, do not have a discriminatory effect by
30 continually monitoring all personnel and employment related activities to
31 ensure that the EEO policy and the Contractor's obligations under these
32 specifications are being carried out.
33
34 • n. Ensure that all facilities and company activities are nonsegregated except
35 that separate or single -user toilet and necessary changing facilities shall
36 be provided to assure privacy between the sexes.
37
38 o. Document and maintain a record of all solicitations of offers for
39 subcontracts from minority and female construction contractors and
40 suppliers, including circulation of solicitations to minority and female
41 contractor associations and other business associations.
42
43 p. Conduct a review, at least annually, of all supervisors' adherence to and
44 performance under the Contractor's EEO policies and affirmative action
45 obligations.
46
47 8. Contractors are encouraged to participate in voluntary associations which assist in
48 fulfilling one or more of their affirmative action obligations (7a through 7p). The
49 efforts of a contractor association, joint contractor -union, contractor -community, or
50 other similar group of which the Contractor is a member and participant, may be
51 asserted as fulfilling any one or more of the obligations under 7a through 7p of this
52 Special Provision provided that the Contractor actively participates in the group,
Crosswalk Improvements Special Provisions
Citv of Bremerton. Washington 25 Skillings Connolly, Inc.
Federal Aid # S'/•PUS-9918(1115) April 2016
1
makes every effort to assure that the group has a positive impact on the
2
employment of minorities and women in the industry, ensure that the concrete
3
benefits of the program are reflected in the Contractor's minority and female work -
4
force participation, makes a good faith effort to meet its individual goals and
5
timetables, and can provide access to documentation which demonstrate the
6
effectiveness of actions taken on behalf of the Contractor. The obligation to
7
comply, however, is the Contractor's and failure of such a group to fulfill an
8
obligation shall not be a defense for the Contractor's noncompliance.
9
10
9.
A single goal for minorities and a separate single goal for women have been
11
established. The Contractor, however, is required to provide equal employment
12
opportunity and to take affirmative action for all minority groups, both male and
13
female, and all women, both minority and non -minority. Consequently, the
14
Contractor may be in violation of the Executive Order if a particular group is
15
employed in substantially disparate manner (for example, even though the
16
Contractor has achieved its goals for women generally, the Contractor may be in
17
violation of the Executive Order if a specific minority group of women is
18
underutilized).
19
20
10.
The Contractor shall not use the goals and timetables or affirmative action
21
standards to discriminate against any person because of race, color, religion, sex,
22
or national origin.
23
24
11.
The Contractor shall not enter into any subcontract with any person or firm
25
debarred from Government contracts pursuant to Executive Order 11246.
26
27
12.
The Contractor shall carry out such sanctions and penalties for violation of these
28
specifications and of the Equal Opportunity Clause, including suspensions,
29
terminations and cancellations of existing subcontracts as may be imposed or
30
ordered pursuant to Executive Order 11246, as amended, and its implementing
31
regulations by the Office of Federal Contract Compliance Programs. Any
32
Contractor who fails to carry out such sanctions and penalties shall be in violation
33
of these specifications and Executive Order 11246, as amended.
34
35
13.
The Contractor, in fulfilling its obligations under these specifications, shall
36
implement specific affirmative action steps, at least as extensive as those
37
standards prescribed in paragraph 7 of this Special Provision, so as to achieve
38
maximum results from its efforts to ensure equal employment opportunity. If the
39
Contractor fails to comply with the requirements of the Executive Order, the
40
implementing regulations, or these specifications, the Director shall proceed in
41
accordance with 41 CFR 60-4.8.
42
43
14.
The Contractor shall designate a responsible official to monitor all employment
44
related activity to ensure that the company EEO policy is being carried out, to
45
submit reports relating to the provisions hereof as may be required by the
46
government and to keep records. Records shall at least include, for each
47
employee, their name, address, telephone numbers, construction trade, union
48
affiliation if any, employee identification number when assigned, social security
49
number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer),
50
dates of changes in status, hours worked per week in the indicated trade, rate of
51
pay, and locations at which the work was performed. Records shall be maintained
52
in an easily understandable and retrievable form; however, to the degree that
Crosswalk Improvements Special Provisions
Citv of Bremerton. Washington 26 Skillings Connollv. Inc
Federal Aid # STPUS-9918(015) April 2016
1 existing records satisfy this requirement, the Contractors will not be required to
2 maintain separate records.
3
4 15. Nothing herein provided shall be construed as a limitation upon the application of
5 other laws which establish different standards of compliance or upon the
6 application of requirements for the hiring of local or other area residents (e.g., those
7 under the Public Works Employment Act of 1977 and the Community Development
8 Block Grant Program).
9
10 16. Additional assistance for Federal Construction Contractors on contracts
11 administered by Washington State Department of Transportation or by Local
12 Agencies may be found at:
13
14 Washington State Dept. of Transportation
15 Office of Equal Opportunity
16 PO Box 47314
17 310 Maple Park Ave. SE
18 Olympia WA
19 98504-7314
20 Ph: 360-705-7090
21 Fax: 360-705-6801
22 http://www.wsdot.wa.gov/equalopportunity/default.htm
23
24 1-07.11 Requirements for Nondiscrimination
25 (December 8, 2014 APWA GSP, Option B)
26
27 Supplement this section with the following:
28
29 Disadvantaged Business Enterprise Condition of Award Participation
30 The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply
31 to this Contract. Demonstrating compliance with these specifications is a Condition of
32 Award (COA) of this Contract. Failure to comply with the requirements of this
33 specification may result in your bid being found to be nonresponsive and may be
34 rejected.
35
36 DBE COA Goal
37 The Contracting Agency has established a COA Contract goal in the amount of:
38 14%.
39
40 DBE Eligibility/Selection of DBEs
41 A Directory of Certified DBE Firms denoting the Description of Work the DBE
42 Contractors are certified to perform is available at:
43
44 www.omwbe.wa.gov/certification/index.shtml.
45
46 The directory provides plain language on the Description of Work that the listed
47 DBE's have been certified by the Office of Minority and Women's Business
48 Enterprises (OMWBE) to perform. The Bidder shall use the Directory of
49 Certified DBE Firms to confirm if a DBE is certified for the "Description of
50 Work" the Bidder lists on the DBE Utilization Certification form # 272-056 EF
51 (see form instructions) and therefore qualifies for credit towards the COA goal.
52
Crosswalk Improvements Special Provisions
Citv of Bremerton. Washington 27 Skillings Connolly, Inc.
Federal Aid # STPUS-9918(015) April 2016
1 Crediting DBE Participation
2 Joint Venture
3 When a DBE performs as a participant in a joint venture, only that portion of
4 the total dollar value of the Contract equal to the distinct, clearly defined
5 portion of the Work that the DBE performs with its own forces shall be credited.
6
7 DBE Prime Contractor
8 A DBE Prime Contractor may only take credit for that portion of the total dollar
9 value of the Contract equal to the distinct, clearly defined portion of the Work
10 that the DBE Prime performs with its own forces.
11
12 DBE Subcontractor
13 When a DBE firm participates as a Subcontractor only that portion of the total
14 dollar value of the Contract equal to the distinct, clearly defined portion of the
15 Work that the DBE performs with its own forces shall be credited.
16
17 • Include the cost of supplies and materials obtained by the DBE for the
18 Work in the Contract including supplies purchased or equipment leased
19 by the DBE.
20
However, you may not take credit for supplies, materials, and
21
equipment the DBE Subcontractor purchases or leases from the
22
Prime Contractor or its affiliate. In addition, Work performed by a
23
DBE, utilizing resources of the Prime Contractor or its affiliates
24
shall not be credited.
25
26
In very rare situations, a DBE firm may utilize equipment and/or
27
personnel from a non -DBE firm other than the Prime Contractor or its
28
affiliates. Should this situation arise the arrangement must be short -
29
term and have prior written approval from the Office of Equal
30
Opportunity (OEO).
31
32
Count the entire value of fees or commissions charged by a DBE firm
33
for providing a bona fide service, such as professional, technical,
34
consultant, managerial services, or for providing bonds or insurance.
35
36
• When a DBE subcontracts to another firm, the value of the
37
subcontracted Work may be counted as participation only if the DBE's
38
lower tier Subcontractor is also a DBE. Work that a DBE subcontracts
39
to a non -DBE firm shall not be credited.
40
41
42
When non -DBE Subcontractor further subcontracts to a lower -tier
43
Subcontractor or supplier who is a certified DBE, then that portion of
44
the Work further subcontracted may be credited as DBE participation,
45
provided it is a distinct clearly defined portion of the Work that the DBE
46
is certified to perform and the DBE Subcontractor performs the Work
47
with its own forces.
48
49 If a firm is not certified as a DBE at the time of the execution of the
50 contract, their participation cannot be counted toward any DBE goals.
51
Crosswalk Improvements Special Provisions
Citv of Bremerton, Washington 28 Skillings Connolly, Inc.
Federal Aid # STPUS-9918(015) April 2016
1
Trucking
2
Use the following factors in determining DBE credit and whether a DBE
3
trucking company is performing a commercially useful function:
4
5
1. The DBE must be responsible for the management and supervision of
6
the entire trucking operation for which credit is being claimed.
7
8
2. The DBE must itself own and, with its own workforce, operate at least
9
one fully licensed, insured, and operational truck used on the
10
Contract.
11
12
3. The DBE receives credit only for the value of the transportation
13
services it provides on the Contract using trucks it owns or leases,
14
licenses, insures, and operates with drivers it employs. For purposes
15
of this requirement a lease must indicate that the DBE has exclusive
16
use of and control over the truck. This does not preclude the leased
17
truck from working for others provided it is with the consent of the
18
DBE and the lease provides the DBE first priority for use of the leased
19
truck. Leased trucks must display the name and identification number
20
of the DBE.
21
22
4. The DBE may lease trucks from another DBE firm including an
23
owner -operator provided they are certified as a DBE for trucking. The
24
DBE who leases trucks from another DBE may claim participation for
25
the total value of the transportation services the lessee DBE provides
26
on the Contract.
27
28
5. The DBE may also lease trucks from a non -DBE firm and may enter
29
into an agreement with an owner -operator who is a non -DBE. The
30
DBE shall only receive credit for the number of additional non -DBE
31
trucks equal or less than the number of DBE trucks the firms owns or
32
has leased/subcontracted through another DBE trucking company.
33
The DBE must control the work of the non -DBE trucks. If the non -
34
DBE is performing the work without supervision of that work by the
35
DBE, the DBE is not performing a Commercially Useful Function
36
(CUF).
37
38
6. In any lease or owner -operator situation, as described in requirement
39
#4 and #5 above, the following rules shall apply:
40
41
a. A written lease/rental agreement is required for all trucks
42
leased or rented; documenting the ownership and the terms
43
of the agreement. The agreements must be submitted and
44
approved by the Contracting Agency prior to the beginning
45
of the Work. The agreement must show the leaser's name,
46
truck description and agreed upon amount and method of
47
payment (hour, ton, or per load). All lease agreements shall
48
be for a long-term relationship, rather than for the individual
49
project. (This requirement does not apply to owner -operator
50
arrangements.)
51
Crosswalk lmprovemenws Special Provisions
City of Bremerton. Washington 29 Skillings Connolly, Inc.
Federal Aid # S7PUS-9918(015) April 2016
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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.
• 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.
Crosswalk Improvements Special Provisions
City of Bremerton. Washington 30 Skillings Connollv. Inc.
Federal Aid # STPUS-9918(0/5) April 2016
1 Once the OEO has received the request, an onsite review will be set up
2 with the firm and a review conducted to determine the firm's qualifications.
3 If it is determined that the firm qualifies as a regular dealer the OEO will
4 list the firm on an Approved Regular Dealers List. The list may be
5 accessed through the OEO Home website is at:
6
7 www.wsdot.wa.gov/equalopportunity.
8
9 Note: Requests to be listed as a regular dealer will only be processed if
10 the requesting firm is certified by the Office of Minority and
11 Women's Business Enterprises in a NAICS code that fall within
12 the 42XXXX NAICS Wholesale code section.
13
14 Materials or Supplies Purchased from a DBE
15 With regard to materials or supplies purchased from a DBE who is neither
16 a manufacturer nor a regular dealer you may claim credit for the following:
17
18 1. Fees or commissions charged for assistance in the procurement
19 of the materials and supplies.
20
21 2. Fees or transportation charges for the delivery of materials or
22 supplies.
23
24 In either case you may not take credit for any part of the cost of the
25 materials and supplies.
26
27 Commercially Useful Function (CUF)
28 The Prime Contractor has a responsibility and must treat the working
29 relationship with the DBE such that the DBE is performing a commercially
30 useful function. The Prime Contractor may only take credit for Work performed
31 by a DBE that is determined to be performing a commercially useful function.
32
33 • A DBE performs a commercially useful function when it is responsible for
34 execution of a distinct element of Work and is carrying out its
35 responsibilities by performing, managing and supervising the Work
36 involved. The DBE must also be responsible with respect to materials and
37 supplies used on the Contract. For example; negotiating price,
38 determining quality, determining quantities, ordering, installing (if
39 applicable) and paying for the material itself.
40
41 A DBE does not perform a commercially useful function if its role is limited
42 to that of an extra participant in a transaction, Contract, or project through
43 which funds are passed.
44
45
46 Joint Checking Allowance
47 Prime Contractors and DBEs must receive pre-approval by the OEO before
48 using a joint check. Joint check requests shall be submitted by the Prime
49 Contractor to the Contracting Agency for approval.
50
51 When requesting approval for use of a joint checking allowance, the Contractor
52 must distribute a written joint check agreement among the parties (including
Crosswalk Improvements Special Provisions
City of Bremerton, Washington 31 Skillings Catnolly. Grc.
Federal Aid # S7PUS-9918(01.1) Apri12016
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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
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
Crosswalk Improvements Special Provisions
City of Bremerton, Washington 32 Skillings Connolly, frit
Federal Aid # STPUS-9918(015) Apri1201 h
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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:
By meeting 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;
2. By documentation that it made adequate GFE to meet the goal
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).
Crosswalk Improvements
Citv of Bremerton, Washiitgtat
Federal Aid # S7PUS-9918(015)
33
Special Provisions
Skillings Connolly, Inc.
April 2016
1
2
Note: In the case where the Bidder was awarded the contract based on
3
demonstrating adequate GFE the advertised DBE goal will not be
4
reduced to the Bidder's partial commitment. The Bidder shall
5
demonstrate a GFE during the life of the Contract to attain the DBE
6
Condition of Award (COA) Goal as assigned to the project.
7
specific DBEs, identified from the OMWBE Directory of Certified DBE
8
Good Faith Efforts (GFE) Documentation
9
GFE documentation shall be received, as specified in the special provisions for
10
Section 1-02.9 Delivery of Proposal.
11
6. Follow-up by the Bidder of initial solicitations of interest by contacting
12
Based upon all the relevant documentation submitted in Bid or as supplement
13
to Bid, the Contracting Agency shall determine whether the Bidder has
14
demonstrated a sufficient GFE to achieve DBE participation. The Contracting
15
Agency will make a fair and reasonable judgment of whether a Bidder that did
16
not meet the goal through participation, made adequate good faith efforts as
17
demonstrated by the GFE documentation.
18
19
The following is a list of types of actions, which would be considered as part of
20
the Bidder's GFE to achieve DBE participation. It is not intended to be a
21
mandatory checklist, nor is it intended to be exclusive or exhaustive. Other
22
factors or types of efforts may be relevant in appropriate cases:
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1. Attendance by the Bidder at any pre -solicitation or pre -Bid meetings
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that were scheduled by the Contracting Agency to inform DBEs of
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contracting and subcontracting or material supply opportunities
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available on the project;
28 2. Contacting local Tribes, Tribal Employment Rights Offices (TERO)
29 concerning the subcontracting or supply opportunities in sufficient
30 time to allow the enterprises to participate effectively;
31 3. Selection by the Bidder of specific economically feasible units of the
32 project to be performed by DBEs in order to increase the likelihood of
33 participation by DBEs even if the Bidder preferred to perform these
34 Work items as the Prime Contractor;
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4. Advertising by the Bidder in general circulation, trade association
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minority and trade oriented, women focus publications, concerning
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the subcontracting or supply opportunities;
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5. Providing written notice from the Bidder to a reasonable number of
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specific DBEs, identified from the OMWBE Directory of Certified DBE
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Firms for the selected subcontracting or material supply Work, in
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sufficient time to allow the enterprises to participate effectively;
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6. Follow-up by the Bidder of initial solicitations of interest by contacting
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the DBEs to determine with certainty whether they were interested.
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Documentation of this kind of action shall include the information
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outlined below:
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a. The names, addresses, telephone numbers of DBEs who were
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contacted, the dates of initial contact, and whether initial
Crosswalk Improvements Special Provisions
City of Bremerton, Rashington 34 Skillings Connollv, Inc.
Federal Aid # STPUS-9918(015) April 2010
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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;
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.
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.
Crosswalk Improvements
Cy of Bremerton. Washington
Federal Aid # S7PUS-9918(01.1)
35
Special Provisions
Skillings Connolly, Inc.
April 2016
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• 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.
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
Crosswalk Improvements
City of Bremerton. Washington
Federal Aid # STPUS-9918(015)
36
Special Provisions
Skillings Coli101iV. Inc
April 2016
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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.
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.
Crosswalk Improvements Special Provisions
Cin, of Bremerton, Washington 37 Skillings ConnoUv. Inc
Federal Aid # STPUS-9918(0/5) April 2016
1
• The listed DBE Subcontractor fails or refuses to meet the
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Prime Contractor's reasonable, nondiscriminatory bond
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requirements.
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• The listed DBE Subcontractor becomes bankrupt, insolvent,
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or exhibits credit unworthiness.
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• The listed DBE Subcontractor is ineligible to work on public
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works projects because of suspension and debarment
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proceedings pursuant 2 CFR Parts 180, 215 and 1,200 or
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applicable state law.
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• The listed DBE Subcontractor voluntarily withdraws from the
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project and provides to you written notice of its withdrawal.
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• The listed DBE is ineligible to receive DBE credit for the type
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of work required.
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0 A DBE owner dies or becomes disabled with the result that
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the listed DBE is unable to complete its work on the contract.
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Good cause does not exist if:
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• The Prime Contractor seeks to terminate a COA DBE so that
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the Prime can self -perform the Work.
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• The Prime Contractor seeks to terminate a COA DBE so the
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Prime Contractor can substitute another DBE or non -DBE
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after contract award.
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• The failure or refusal of the DBE Subcontractor to perform its
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work on the subcontract results from the bad faith or
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discriminatory action of the Prime Contractor (e.g., the failure
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of the Prime Contractor to make timely payments or the
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unnecessary placing of obstacles in the path of the DBE's
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Work).
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Prior to requesting termination, the Prime Contractor must give notice in
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writing to the DBE Subcontractor with a copy to the Contracting Agency of
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its intent to request to terminate DBE work and the reasons for doing so.
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The DBE Subcontractor shall have five (5) days to respond to the prime
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Contractor's notice. The DBE's response shall either support the
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termination or advise the Contracting Agency and the Prime Contractor of
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the reasons it objects to the termination of its subcontract.
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When a COA DBE firm is "terminated" from a Contract (or fails to complete
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its Subcontract for any reason), the Prime Contractor shall make every
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good faith effort to substitute another DBE Firm (ref.to 49 CFR 26.53(g)).
Crosswalk Improvements Special Provisions
Ci(v of Bremerton. Washington 38 Skillings Connollv. Inc.
Federal Aid # STPUS-9918(015) April 1016
1
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Graduation
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When a DBE firm "graduates" from the DBE program (during the course of
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an executed subcontract), the DBE participation of that firm "may"
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continue to count towards the contract DBE goal.
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Decertification
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When a COA DBE firm who has a signed subcontract in place with a
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Prime, later becomes "decertified" (during the course of that subcontract)
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— the DBE participation of that firm "may" continue to count towards the
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Contract DBE goal.
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Counting payments
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Payments to a DBE firm will count toward DBE goals only if the
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participation is in accordance with these specifications.
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Prompt Payment
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Prompt payment to all Subcontractors shall be in accordance with Section
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1-08.1(1) of these Contract special provisions.
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Payment
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Compensation for all costs involved with complying with the conditions of
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this specification and any other associated DBE requirements is included
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in payment for the associated Contract items of Work.
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Damages for Noncompliance
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The Prime Contractor shall not discriminate on the basis of race, color,
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national origin, or sex in the performance of this Contract. The Prime
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Contractor shall carry out applicable requirements of 49 CFR Part 26 in
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the award and administration of Contracts, which contain funding
31
assistance from the United States Department of Transportation. Failure
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by the Prime Contractor to carry out these requirements is a material
33
breach of this Contract, which may result in the Termination of this
34
Contract or such other remedy as the Contracting Agency deems
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appropriate.
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If the Prime Contractor does not comply with any part of its Contract as
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required under 49 CFR part 26, and/or any other applicable law or
39
regulation regarding DBE, the Contracting Agency may withhold payment,
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suspend the ability of the Prime Contractor to participate in future
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Contracting Agency contracts, impose sanctions or Terminate the
42
Contract, and subject the Prime Contractor to civil penalties of up to ten
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percent of the amount of the Contract for each violation. In the case of
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WSDOT Contracts, prequalification may be suspended pursuant to WAC
45
468-16-180, and continuous violations (exceeding a single violation) may
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also disqualify the Prime Contractor from further participation in WSDOT
47
Contracts for a period of up to three years.
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An apparent low Bidder must be in compliance with these Contract
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Provisions as a condition precedent to the granting of a notice of award by
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the Contracting Agency. The Prime Contractor is entitled to request an
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adjudicative proceeding with respect to the Contracting Agency's
Crosswalk Improvements Special Provisions
Gtv of Bremerton, Washington 39 Skillings Corotolly. Inc.
Federal Aid # STPUS-9918(01 i) April 2016
1 determination of Contract violation and assessed penalties by filing a
2 written application within thirty days of receipt of notification. The
3 adjudicative proceeding, if requested, will be conducted by an
4 administrative law judge pursuant to the procedures set forth in RCW
5 34.05 and Chapter 10.08 of the Washington Administrative Code.
6
7 1-07.12 Federal Agency Inspection
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9 Section 1-07.12 is supplemented with the following:
10
11 (January 25, 2016)
12 Required Federal Aid Provisions
13 The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273)
14 Revised May 1, 2012 and the amendments thereto supersede any conflicting provisions
15 of the Standard Specifications and are made a part of this Contract; provided, however,
16 that if any of the provisions of FHWA 1273, as amended, are less restrictive than
17 Washington State Law, then the Washington State Law shall prevail.
18
19 The provisions of FHWA 1273, as amended, included in this Contract require that the
20 Contractor insert the FHWA 1273 and amendments thereto in each Subcontract,
21 together with the wage rates which are part of the FHWA 1273, as amended. Also, a
22 clause shall be included in each Subcontract requiring the Subcontractors to insert the
23 FHWA 1273 and amendments thereto in any lower tier Subcontracts, together with the
24 wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL
25 AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower tier
26 Subcontractors. For this purpose, upon request to the Project Engineer, the Contractor
27 will be provided with extra copies of the FHWA 1273, the amendments thereto, the
28 applicable wage rates, and this Special Provision.
29
30 Contractor's Responsibility for Work
31
32 Repair of Damage
33
34 Section 1-07.13(4) is revised to read:
35
36 (August 6, 2001)
37 The Contractor shall promptly repair all damage to either temporary or permanent
38 work as directed by the Engineer. For damage qualifying for relief under Sections
39 1-07.13(1), 1-07.13(2) or 1-07.13(3), payment will be made in accordance with
40 Section 1-04.4. Payment will be limited to repair of damaged work only. No
41 payment will be made for delay or disruption of work.
42
43 Utilities and Similar Facilities
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45 Section 1-07.17 is supplemented with the following:
46
47 (April 2, 2007)
48 Locations and dimensions shown in the Plans for existing facilities are in accordance
49 with available information obtained without uncovering, measuring, or other verification.
50
Crosswalk Improvements Special Provisions
City ojBreinerton, Washington 40 Skillings Connolly, Inc.
Federal Aid # STPUS-9918(015) April 2016
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The following addresses and telephone numbers of utility companies known or
suspected of having facilities within the project limits are supplied for the Contractor's
convenience:
*** City of Bremerton
(360) 473-5920
Puget Sound Energy
(888) 728-9343
Cascade Natural Gas
(360) 373-1405
Centurylink
(800) 283-4237
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 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.
Crosswalk Improvements Special Provisions
City of Bremerton. Washington 41 Skillings Connollv, Inc.
Federal Aid # STPUS-9918(0/5) April 20lh
1 F. The Contractor shall not begin work under the Contract until the required insurance has
2 been obtained and approved by the Contracting Agency
3
4 G. Failure on the part of the Contractor to maintain the insurance as required shall
5 constitute a material breach of contract, upon which the Contracting Agency may, after
6 giving five business days' notice to the Contractor to correct the breach, immediately
7 terminate the Contract or, at its discretion, procure or renew such insurance and pay any
8 and all premiums in connection therewith, with any sums so expended to be repaid to the
9 Contracting Agency on demand, or at the sole discretion of the Contracting Agency,
10 offset against funds due the Contractor from the Contracting Agency.
11
12 H. All costs for insurance shall be incidental to and included in the unit or lump sum prices
13 of the Contract and no additional payment will be made.
14
15 1-07.18(2) Additional Insured
16 All insurance policies, with the exception of Workers Compensation, and of Professional
17 Liability and Builder's Risk (if required by this Contract) shall name the following listed
18 entities as additional insured(s) using the forms or endorsements required herein:
19 ■ the Contracting Agency and its officers, elected officials, employees, agents, and
20 volunteers
21 ■ $$1$$
22 ■ $$2$$
23 ■ $$3$$
24 The above -listed entities shall be additional insured(s) for the full available limits of liability
25 maintained by the Contractor, irrespective of whether such limits maintained by the
26 Contractor are greater than those required by this Contract, and irrespective of whether the
27 Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits
28 lower than those maintained by the Contractor.
29
30 For Commercial General Liability insurance coverage, the required additional insured
31 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing
32 operations and CG 20 37 10 01 for completed operations.
33
34 1-07.18(3) Subcontractors
35 The Contractor shall cause each Subcontractor of every tier to provide insurance coverage
36 that complies with all applicable requirements of the Contractor -provided insurance as set
37 forth herein, except the Contractor shall have sole responsibility for determining the limits of
38 coverage required to be obtained by Subcontractors.
39
40 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in
41 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by
42 that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20
43 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations.
44
45 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting
46 Agency evidence of insurance and copies of the additional insured endorsements of each
47 Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage.
48
49 1-07.18(4) Verification of Coverage
50 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and
51 endorsements for each policy of insurance meeting the requirements set forth herein when
52 the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to
Crosswalk Improvements Special Provisions
City of Bremerton, Washinglon 42 Skillings Connolly, Inc.
F uleral Aid # STPUS-9918(01 i) April 2016
1 demand such verification of coverage with these insurance requirements or failure of
2 Contracting Agency to identify a deficiency from the insurance documentation provided shall
3 not be construed as a waiver of Contractor's obligation to maintain such insurance.
4
5 Verification of coverage shall include:
6 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent.
7 2. Copies of all endorsements naming Contracting Agency and all other entities listed in
8 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may
9 submit a copy of any blanket additional insured clause from its policies instead of a
10 separate endorsement.
11 3. Any other amendatory endorsements to show the coverage required herein.
12 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy
13 these requirements — actual endorsements must be submitted.
14
15 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting
16 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is
17 required on this Project, a full and certified copy of that policy is required when the
18 Contractor delivers the signed Contract for the work.
19
20 1-07.18(5) Coverages and Limits
21 The insurance shall provide the minimum coverages and limits set forth below. Contractor's
22 maintenance of insurance, its scope of coverage, and limits as required herein shall not be
23 construed to limit the liability of the Contractor to the coverage provided by such insurance,
24 or otherwise limit the Contracting Agency's recourse to any remedy available at law or in
25 equity.
26
27 All deductibles and self-insured retentions must be disclosed and are subject to approval by
28 the Contracting Agency. The cost of any claim payments falling within the deductible or self -
29 insured retention shall be the responsibility of the Contractor. In the event an additional
30 insured incurs a liability subject to any policy's deductibles or self-insured retention, said
31 deductibles or self-insured retention shall be the responsibility of the Contractor.
32
33 1-07.18(5)A Commercial General Liability
34 Commercial General Liability insurance shall be written on coverage forms at least as broad
35 as ISO occurrence form CG 00 01, including but not limited to liability arising from premises,
36 operations, stop gap liability, independent contractors, products -completed operations,
37 personal and advertising injury, and liability assumed under an insured contract. There shall
38 be no exclusion for liability arising from explosion, collapse or underground property
39 damage.
40
41 The Commercial General Liability insurance shall be endorsed to provide a per project
42 general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement.
43
44 Contractor shall maintain Commercial General Liability Insurance arising out of the
45 Contractor's completed operations for at least three years following Substantial Completion
46 of the Work.
47
48 Such policy must provide the following minimum limits:
49 $1,000,000 Each Occurrence
50 $2,000,000 General Aggregate
Crosswalk Improvements .Special Provisions
Cily of Bremerton. Washington 43 Skillings Connolly. Inc.
Federal Aid # S7 -PUS -9918(015) April 20/6
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$2,000,000 Products & Completed Operations Aggregate
$1,000,000 Personal & 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.
Public Convenience and Safety
Construction Under Trac
Section 1-07.23(1) is supplemented with the following:
(January 2, 2012)
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.
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.
Crosswalk Improvements
Cin, of Bremerton, Washington
rederal Aid 4 STPUS-9918(O15)
44
Special Provisions
Skillings Connolly'/tic.April 2016
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Minimum WZCZ distances are measured from the edge of traveled way and
will be determined as follows:
Regulatory
Posted Speed
Distance From
Traveled Way
Feet
35 mph or less
10*
40 mph
15
45 to 55 mph
20
60 mph or greater
30
' or 2 -feet beyond the outside edge of sidewalk
Minimum Work Zone Clear Zone Distance
(January 5, 2015)
Lane closures are subject to the following restrictions:
***
Lane closures shall be restricted to the hours of 7:00 a.m. and 6:00 p.m. and
no less than one vehicular lane in each direction of travel at all times, in
conformance with Section 1-08.0(2) of the Special Provisions. Shoulder/bike
lane closures related to the curb ramp work may extend outside of working
hours as long as:
1. The number of vehicles lanes are not restricted/minimized, and
2. The traffic control devices are approved for night time operation.
3. Pedestrian routing is in conformance with the traffic control plans provided
in the Contract Documents.
***
If the Engineer determines the permitted closure hours adversely affect traffic, the
Engineer may adjust the hours accordingly. The Engineer will notify the Contractor
in writing of any change in the closure hours.
Lane closures are not allowed on any of the following:
1. A holiday,
2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or
Monday are considered a holiday weekend. A holiday weekend includes
Saturday, Sunday, and the holiday.
3. After *** 12:00 p.m. *** on the day prior to a holiday or holiday weekend,
and
4. Before' 12:00 p.m.*** on the day after the holiday or holiday weekend.
1-07.24 Rights of Way
(July 23, 2015 APWA GSP)
Delete this section and replace it with the following:
Crosswalk Improvements
City of Bremerton, Washington
Federal Aid # STPUS-9918(015)
45
Special Provisions
Skillings Connollv, Inc.
April 2016
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Street Right of Way lines, limits of easements, and limits of construction permits are
indicated in the Plans. The Contractor's construction activities shall be confined within
these limits, unless arrangements for use of private property are made.
Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of
way and easements, both permanent and temporary, necessary for carrying out the
work. Exceptions to this are noted in the Bid Documents or will be brought to the
Contractor's attention by a duly issued Addendum.
Whenever any of the work is accomplished on or through property other than public
Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any
easement agreement obtained by the Contracting Agency from the owner of the private
property. Copies of the easement agreements may be included in the Contract
Provisions or made available to the Contractor as soon as practical after they have been
obtained by the Engineer.
Whenever easements or rights of entry have not been acquired prior to advertising,
these areas are so noted in the Plans. The Contractor shall not proceed with any portion
of the work in areas where right of way, easements or rights of entry have not been
acquired until the Engineer certifies to the Contractor that the right of way or easement is
available or that the right of entry has been received. If the Contractor is delayed due to
acts of omission on the part of the Contracting Agency in obtaining easements, rights of
entry or right of way, the Contractor will be entitled to an extension of time. The
Contractor agrees that such delay shall not be a breach of contract.
Each property owner shall be given 48 hours notice prior to entry by the Contractor. This
includes entry onto easements and private property where private improvements must
be adjusted.
The Contractor shall be responsible for providing, without expense or liability to the
Contracting Agency, any additional land and access thereto that the Contractor may
desire for temporary construction facilities, storage of materials, or other Contractor
needs. However, before using any private property, whether adjoining the work or not,
the Contractor shall file with the Engineer a written permission of the private property
owner, and, upon vacating the premises, a written release from the property owner of
each property disturbed or otherwise interfered with by reasons of construction pursued
under this contract. The statement shall be signed by the private property owner, or
proper authority acting for the owner of the private property affected, stating that
permission has been granted to use the property and all necessary permits have been
obtained or, in the case of a release, that the restoration of the property has been
satisfactorily accomplished. The statement shall include the parcel number, address,
and date of signature. Written releases must be filed with the Engineer before the
Completion Date will be established.
1-08 PROSECUTION AND PROGRESS
Add the following new section:
1-08.0 Preliminary Matters
(May 25, 2006 APWA GSP)
Crosswalk Improvements
Citv of Bremerton, Washington
Federal Aid # S7PUS-9918(015)
46
Special Provisions
Skillings Connolly. Inc.
April 2016
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2 Add the following new section:
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4 1-08.0(2) Hours of Work
5 (December 8, 2014 APWA GSP)
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7 Except in the case of emergency or unless otherwise approved by the Engineer, the
8 normal working hours for the Contract shall be any consecutive 8 -hour period between
9 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the
10 Contractor desires different than the normal working hours stated above, the request
11 must be submitted in writing prior to the preconstruction conference, subject to the
12 provisions below. The working hours for the Contract shall be established at or prior to
13 the preconstruction conference.
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15 All working hours and days are also subject to local permit and ordinance conditions
16 (such as noise ordinances).
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18 If the Contractor wishes to deviate from the established working hours, the Contractor
19 shall submit a written request to the Engineer for consideration. This request shall state
20 what hours are being requested, and why. Requests shall be submitted for review no
21 later than 3 days prior to the day(s) the Contractor is requesting to change the hours.
22
23 If the Contracting Agency approves such a deviation, such approval may be subject to
24 certain other conditions, which will be detailed in writing. For example:
25 1. On non -Federal aid projects, requiring the Contractor to reimburse the
26 Contracting Agency for the costs in excess of straight -time costs for Contracting
27 Agency representatives who worked during such times. (The Engineer may
28 require designated representatives to be present during the work.
29 Representatives who may be deemed necessary by the Engineer include, but are
30 not limited to: survey crews; personnel from the Contracting Agency's material
31 testing lab; inspectors; and other Contracting Agency employees or third party
32 consultants when, in the opinion of the Engineer, such work necessitates their
33 presence.)
34 2. Considering the work performed on Saturdays, Sundays, and holidays as working
35 days with regard to the contract time.
36 3. Considering multiple work shifts as multiple working days with respect to contract
37 time even though the multiple shifts occur in a single 24-hour period.
38 4. If a 4-10 work schedule is requested and approved the non working day for the
39 week will be charged as a working day.
40 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met
41 and recorded properly on certified payroll
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43 1-08.1 Subcontracting
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45 Section 1-08.1 is supplemented with the following:
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47 (October 12, 1998)
48 Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor
49 shall submit to the Engineer a certification (WSDOT Form 420-004 EF) that a written
Crosswalk Improvements Special Provisions
City of Bremerton, Washington 47 Skillings Connolly, Inc.
Federal Aid # S (PUS -9913(015.) April 2016
1 agreement between the Contractor and the subcontractor or between the subcontractor
2 and any lower tier subcontractor has been executed. This certification shall also
3 guarantee that these subcontract agreements include all the documents required by the
4 Special Provision Federal Agency Inspection.
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6 A Subcontractor or lower tier Subcontractor will not be permitted to perform any work
7 under the contract until the following documents have been completed and submitted to
8 the Engineer:
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10 1. Request to Sublet Work (Form 421-012 EF), and
11 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for
12 Federal -aid Projects (Form 420-004 EF).
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14 The Contractor's records pertaining to the requirements of this Special Provision shall
15 be open to inspection or audit by representatives of the Contracting Agency during the
16 life of the contract and for a period of not less than three years after the date of
17 acceptance of the contract. The Contractor shall retain these records for that period.
18 The Contractor shall also guarantee that these records of all Subcontractors and lower
19 tier Subcontractors shall be available and open to similar inspection or audit for the
20 same time period.
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22 1-08.4 Prosecution of Work
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24 Delete this section and replace it with the following:
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26 1-08.4 Notice to Proceed and Prosecution of Work
27 (July 23, 2015 APWA GSP)
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29 Notice to Proceed will be given after the contract has been executed and the contract
30 bond and evidence of insurance have been approved and filed by the Contracting
31 Agency. The Contractor shall not commence with the work until the Notice to Proceed
32 has been given by the Engineer. The Contractor shall commence construction activities
33 on the project site within ten days of the Notice to Proceed Date, unless otherwise
34 approved in writing. The Contractor shall diligently pursue the work to the physical
35 completion date within the time specified in the contract. Voluntary shutdown or slowing
36 of operations by the Contractor shall not relieve the Contractor of the responsibility to
37 complete the work within the time(s) specified in the contract.
38
39 When shown in the Plans, the first order of work shall be the installation of high visibility
40 fencing to delineate all areas for protection or restoration, as described in the Contract.
41 Installation of high visibility fencing adjacent to the roadway shall occur after the
42 placement of all necessary signs and traffic control devices in accordance with 1-10.1(2).
43 Upon construction of the fencing, the Contractor shall request the Engineer to inspect the
44 fence. No other work shall be performed on the site until the Contracting Agency has
45 accepted the installation of high visibility fencing, as described in the Contract.
46
47 (******
48 Order of Work
49 The work shall be completed in accordance with the plans and the following:
50
Crosswalk Improvements Special Provisions
Citv of Bremerton. Washington 48 Skillings Connolly. Inc.
Federal Aid #STPUS-9918(015) April 2016
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The contractor shall schedule the work so that the time between removing the existing
sidewalk or ramps and placing the new cement concrete sidewalk or curb ramp type
shall not exceed one week.
The signal pole foundations shall be excavated on the same day. The Contractor shall
contact, Kevin Lamb at GeoDesign, Inc. 7 days before beginning the work to coordinate
for a representative to be on site during the excavation of the signal pole foundations.
Kevin Lamb
10700 Meridian Avenue North #402
Seattle WA 98133
(206) 838-9900
1-08.5 Time for Completion
Section 1-08.5 is supplemented with the following:
(March 13, 1995)
This project shall be physically completed within *** 60 *** working days.
1-08.5 Time for Completion
(August 14, 2013 APWA GSP, Option A)
Revise the third and fourth paragraphs to read:
Contract time shall begin on the first working day following the Notice to Proceed Date.
Each working day shall be charged to the contract as it occurs, until the contract work is
physically complete. If substantial completion has been granted and all the authorized
working days have been used, charging of working days will cease. Each week the
Engineer will provide the Contractor a statement that shows the number of working days:
(1) charged to the contract the week before; (2) specified for the physical completion of
the contract; and (3) remaining for the physical completion of the contract. The
statement will also show the nonworking days and any partial or whole day the Engineer
declares as unworkable. Within 10 calendar days after the date of each statement, the
Contractor shall file a written protest of any alleged discrepancies in it. To be considered
by the Engineer, the protest shall be in sufficient detail to enable the Engineer to
.ascertain the basis and amount of time disputed. By not filing such detailed protest in
that period, the Contractor shall be deemed as having accepted the statement as
correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4-10
schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be
charged as a working day then the fifth day of that week will be charged as a working
day whether or not the Contractor works on that day.
Revise the sixth paragraph to read:
The Engineer will give the Contractor written notice of the completion date of the contract
after all the Contractor's obligations under the contract have been performed by the
Contractor. The following events must occur before the Completion Date can be
established:
1. The physical work on the project must be complete; and
Crosswalk Improvements Special Provisions
Citv of Bremerton, Washington 49 Skillings Connolly. Inc.
Federal Aid 4 SITUS -9918(015) April 2016
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2. The Contractor must furnish all documentation required by the contract and required
by law, to allow the Contracting Agency to process final acceptance of the contract.
The following documents must be received by the Project Engineer prior to
establishing a completion date:
a. Certified Payrolls (per Section 1-07.9(5)).
b. Material Acceptance Certification Documents
c. Quarterly Reports of Amounts Credited as DBE Participation, as required by the
Contract Provisions.
d. Final Contract Voucher Certification
e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor
and all Subcontractors
f. Property owner releases per Section 1-07.24
1-08.6 Suspension of Work
Section 1-08.6 is supplemented with the following:
(January 5, 2015)
Contract time may be suspended for procurement of critical materials (Procurement
Suspension). In order to receive a Procurement Suspension, the Contractor shall within
21 calendar days after execution by the Contracting Agency, place purchase orders for
all materials deemed critical by the Contracting Agency for physical completion of the
contract. The Contractor shall provide copies . of purchase orders for the critical
materials. Such purchase orders shall disclose the purchase order date and estimated
delivery dates for such critical material.
The Contractor shall show procurement of the materials listed below as activities in the
Progress Schedule. If the approved Progress Schedule indicates that the materials
procurement are critical activities, and if the Contractor has provided documentation that
purchase orders are placed for the critical materials within the prescribed 21 calendar
days, then contract time shall be suspended upon physical completion of all critical work
except that work dependent upon the below listed critical materials:
o RRFB Signal System Complete, Kitsap Way / Harlow Dr,
o RRFB Signal System Complete, SR304 / 1St St, and
o HAWK Signal System Complete, 6th St / High Ave.
Charging of contract time will resume upon delivery of the critical materials to the
Contractor or 120 calendar days after execution by the Contracting Agency, whichever
occurs first.
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
Crosswalk Improvements Special Provisions
City of Bremerton, Washington 50 Skillings Connolly, Inc.
Federal Aid # STPUS-9918(015) April 2016
1 overruns in Contract time occurring after the date so established, the formula for
2 liquidated damages shown above will not apply. For overruns in Contract time occurring
3 after the Substantial Completion Date, liquidated damages shall be assessed on the
4 basis of direct engineering and related costs assignable to the project until the actual
5 Physical Completion Date of all the Contract Work. The Contractor shall complete the
6 remaining Work as promptly as possible. Upon request by the Project Engineer, the
7 Contractor shall furnish a written schedule for completing the physical Work on the
8 Contract.
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10 1-09 Measurement and Payment
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12 1-09.6 Force Account
13 (October 10, 2008 APWA GSP)
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15 Supplement this section with the following:
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17 The Contracting Agency has estimated and included in the Proposal, dollar amounts for
18 all items to be paid per force account, only to provide a common proposal for Bidders.
19 All such dollar amounts are to become a part of Contractor's total bid. However, the
20 Contracting Agency does not warrant expressly or by implication, that the actual amount
21 of work will correspond with those estimates. Payment will be made on the basis of the
22 amount of work actually authorized by Engineer.
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24 1-09.9 Payments
25 (March 13, 2012 APWA GSP)
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27 Supplement this section with the following:
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29 Lump sum item breakdowns are not required when the bid price for the lump sum item is
30 less than $20,000.
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32 1-09.9(1) Retainage
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34 Section 1-09.9(1) content and title is deleted and replaced with the following:
35
36 (June 27, 2011)
37 Vacant
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39 1-09.13(3) Claims $250,000 or Less
40 (October 1, 2005 APWA GSP)
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42 Delete this section and replace it with the following:
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44 The Contractor and the Contracting Agency mutually agree that those claims that total
45 $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by
46 nonbinding ADR processes, shall be resolved through litigation unless the parties
47 mutually agree in writing to resolve the claim through binding arbitration.
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49 1-10 Temporary Traffic Control
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51 1-10.2 Traffic Control Management
52
Crosswalk Improvements Special Provisions
City of Bremerton, Washington 51 Skillings Connollv, Inc.
Federal Aid # STPUS-991801?) April 2010
1 1-10.2(1) General
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3 Section 1-10.2(1) is supplemented with the following:
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5 (January 8, 2016)
6 Only training with WSDOT TCS card and WSDOT training curriculum is recognized
7 in the State of Washington. The Traffic Control Supervisor shall be certified by one
8 of the following:
9
10 The Northwest Laborers -Employers Training Trust
11 27055 Ohio Ave.
12 Kingston, WA 98346
13 (360) 297-3035
14
15 Evergreen Safety Council
16 12545135 1h Ave. NE
17 Kirkland, WA 98034-8709
18 1-800-521-0778 or
19 (425) 814-3930
20
21 The American Traffic Safety Services Association
22 15 Riverside Parkway, Suite 100
23 Fredericksburg, Virginia 22406-1022
24 Training Dept. Toll Free (877) 642-4637
25 Phone: (540) 368-1701
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27 1-10.4 Measurement
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29 1-10.4(1).Lump Sum Bid for Project (No Unit'ltems)
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31 Section 1-10.4(1) is supplemented with the following:
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33 (August 2, 2004)
34 The proposal contains the item "Project Temporary Traffic Control", lump sum. The
35 provisions of Section 1-10.4(1) shall apply.
36
37 Division 2
38 Earthwork
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40 2-01 Clearing, Grubbing, and Roadside Cleanup
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42 2-01.5 Payment
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44 Section 2-01.5 is supplemented with the following:
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47 If no bid item for "Clearing and Grubbing" is included in the proposal, any work
48 described in this section shall be included in other unit contract prices.
49
Crosswalk Improvements Special Provisions
City of Bremerton. Washington 52 Skillings Connolly, Inc.
Federal Aid # STPUS-99/8(0/5) April 2016
1 Division 8
2 Miscellaneous Construction
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4 8-04 Curbs, Gutters, and Spillways
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6 8-04.3(1) Construction Requirements
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8 Section 8-04.3(1) is supplemented with the following:
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11 Prior to the placement of any cement concrete, the Contractor shall obtain approval
12 from the Project Inspector. Any minor adjustments to the layout or formwork shall be
13 included in the unit bid price.
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15 Crushed surfacing base course required for the improvements shall be included as part
16 of the work and no separate measurements will be made.
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18 8-04.5 Payment
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20 Section 8-04.5 is supplemented with the following:
21
22 (******)
23 The unit contract price, per linear foot, for curbs and gutters shall be full pay for all costs
24 for equipment, labor and materials, including, but not limited to, saw cutting, pavement
25 and concrete removal, excavation or grading, haul, form work, furnishing and installing
26 crushed surfacing top course (or sand), restoration of the roadway adjacent to the work
27 with HMA or concrete to match existing materials, sealing, compaction, dowels, cement
28 concrete, and. finishing. Locating existing traffic loops and replacing existing crosswalk
29 and stop bar striping affected by the work shall be'made incidental to the work.
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31 8-14 Cement Concrete Sidewalks
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33 8-14.1 Description
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35 Section 8-14.1 is supplemented with the following:
36
37
38 The Work shall also consist of providing miscellaneous construction and documentation
39 as described herein.
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41 8-14.2 Materials
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43 Section 8-14.2 is replaced with the following
44
45 (******)
46 Materials shall meet the requirements of the following sections:
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48 Portland Cement 9-01
49 Aggregates 9-03
50 Premolded Joint Filler 9-04.1
Crossivalk Improvements
Citv of Bremerton, Washington 53
Federal Aid # STPUS-99180151
Special Provisions
Skillings Connolly. Inc.
April 2016
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Concrete Curing Materials and Admixtures 9-23
The Contractor shall use one of the detectable warning surface products listed in the
Qualified Products List or seek approval through the WSDOT Request for Approval of
Material process. The detectable warning surface shall have the truncated dome shape
shown in the Plans. The minimum 2 -foot -wide detectable warning surface area shall be
black and shall match Federal Standard 595, color number 37038.
8-14.3 Construction Requirements
8-14.3(3) Placing and Finishing Concrete
Section 8-14.3(3) is supplemented with the following:
Prior to the placement of any cement concrete for sidewalks, the Contractor shall
obtain approval from the Engineer. Any minor adjustments to the layout or formwork
shall be included in the unit bid price.
Crushed surfacing top course required per the typical sections shown on the Plans
shall be included as part of the work and no separate measurements will be made.
Add the following new sub -section:
8-14.3(6) Curb Ramp
Curb ramp alignment shall be as indicated on the Plans or as directed by the Engineer
in the field. Curb ramps shall be constructed separately from the adjacent triangular
shaped transition areas and sidewalk to produce a definite break line between grade
changes. All curb ramps shall have a detectable warning pattern installed in accordance
with the manufacturer's written instructions.
The Contractor shall notify the Engineer three (3) working days in advance of placing
concrete for each curb ramp for layout and formwork inspection. The Contractor shall
not place concrete in a sidewalk ramp until the Engineer has either inspected and
accepted the layout or waived the layout inspection.
Where existing sidewalk ramp(s) is/are to be replaced, including adjacent sidewalk, the
Contractor shall complete the required replacement per intersection corner within three
(3) days of beginning concrete demolition and removal.
Crushed surfacing top course required for the improvements shall be included as part of
the work and no separate measurements will be made.
Add the following new sub -section:
8-14.3(7) Resolution of Utility Conflicts
This work involves the identification and resolution of utility conflicts not identified in the
plans between proposed improvements and existing utilities. The Contracting Agency
Crosswalk Improvements Special provisions
City of Bremerton. Washington 54 Skillings Connolly. hie
Federal Aid # S7PUS-9918(015) April ?016
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will pay these costs by force account if the work proves to be acceptable and the
Contractor had performed the work with the authority of and due notice to the Engineer.
Utility conflicts discovered during construction will typically be addressed by adjusting
the location of the proposed improvement that is in conflict with the existing utility.
Should existing conditions and/or proposed improvements prohibit relocation of the new
improvements, then the existing, conflicting utility will be relocated.
In the event that a conflict arises between the proposed improvements and an existing
utility, the Resolution of Utility Conflicts item will compensate the Contractor for standby
time and additional work in the following manner:
1. Standby time resulting from existing utility conflicts
a. Standby time is defined as time the Contractor is unable to proceed with
progression of a specific work item (i.e. storm drainage, Water Main etc.)
due to conflicts with existing facilities. However, payment for standby time
shall be limited to:
For each agreed upon conflict, a maximum of four (4) hours of
standby time will be paid for actual delay of labor and equipment
due to a utility conflict. The Contractor shall be responsible to
adjust his work schedule and/or reassign his work forces and
equipment to other areas of work to minimize standby time.
ii. If the conflict is resolved within one (1) hour of notification to the
Engineer, no standby time will be paid.
2. Additional work required to resolve utility conflicts will be paid for at the bid unit
prices for the associated work. Work that can be measured and paid for at the
unit contract prices shall not be identified as force account work. This work
includes but is not limited to:
a. Storm drainage manhole, pipe, vault, and conduit realignments of line
and/or grade for the storm drain and undergrounding of overhead utilities,
to avoid existing utility conflicts.
b. Additional storm drainage manholes, pipe, vaults, and conduit required
by a change in alignment, and/or grade, not exceeding the limits set in
section 1- 04.4 of the Standard Specifications.
Add the following new sub -section:
8-14.3(8) Field Adjust Ramp Grades
This work involves the field adjustment of the forms prior to concrete pouring at the
direction of the Engineer. The Contracting Agency will pay for the costs by force account
if the work proves to be acceptable and the Contractor had performed the work with the
authority of and due notice to the Engineer. .
Crosswalk Improvements
Citv of'Bremerton, Washington
Federal Aid # S7PUS-9918(0/5)
55
Special Provisions
Skillings Connolly. Inc
April 2016
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8-14.4 Measurement
Section 8-14.4 is supplemented with the following:
Measurement and payment for "Resolution of Utility Conflicts" shall be by force account
per 1-09.6 of the Standard Specifications.
Measurement and payment for "Field Adjust Ramp Grades" shall be by force account
per 1-09.6 of the Standard Specifications.
8-14.5 Payment
Section 8-14.5 is supplemented with the following:
The unit contract price, per square yard, for all concrete sidewalk shall be full pay for all
costs for equipment, labor and materials, including, but not limited to, saw cutting,
pavement and concrete removal, excavation or grading, haul, form work, furnishing and
installing crushed surfacing top coarse (or sand), restoration of the roadway adjacent to
the work with HMA or concrete to match existing materials, sealing, compaction,
dowels, cement concrete, and finishing. Locating existing traffic loops and replacing
existing crosswalk and stop bar striping affected by the work shall be made incidental to
the work.
"Cement Conc. Curb Ramp", per each.
The unit contract price, per each, for "Cement Conc. Curb Ramp" shall be full pay for all
costs for equipment, labor and materials, including, but not limited to, saw cutting,
pavement and concrete removal, excavation or grading, haul, form work, furnishing and
installing crushed surfacing top coarse (or sand), restoration of the roadway adjacent to
the work with HMA or concrete to match existing materials, sealing, compaction,
dowels, cement concrete, finishing, and installing detectable warning surface. No extra
payment shall be made for forming and finishing curb ramps. Locating existing traffic
loops and replacing existing crosswalk and stop bar striping affected by the work shall
be made incidental to the work.
"Resolution of Utility Conflicts", by force account.
"Resolution of Utility Conflicts" shall be full pay for costs incurred as a result of
horizontal or vertical realignment of existing utilities as necessary to allow construction
of the improvements proposed with this project, as approved by the Engineer, shall be
paid by force account under the Bid item "Resolution of Utility Conflicts". This Bid item
applies only to costs that would not have been otherwise incurred as a result of per -Plan
activities.
This option will only be approved by the Engineer if it is determined that utility conflict
cannot be resolved by realignment of the new utilities replaced as part of this project
alone. Should additional materials become necessary due to realignment of the new
utilities, they will be measured and paid for separately according to the pay items to
which they apply.
Crosswalk Improvements Special Provisions
Citv of'Bremerton, Washington 56 Skillings Connoliv, 111c.
Federal And # STPUS-9918(015) April 2016
1 For the purposes of bidding equality, the Contracting Agency has furnished an estimated
2 quantity for this item of work. Actual payment for this work, if necessary, will be made
3 only for the actual amount of work performed as authorized and deemed necessary by
4 the Engineer and may differ greatly from the estimated amount provided.
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6 "Field Adjust Ramp Grades", by force account.
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8 "Field Adjust Ramp Grades" shall be full pay for costs incurred to field adjust forms prior
9 to concrete pouring, as approved by the Engineer. This Bid item applies only to costs
10 that would not have been otherwise incurred as a result of per -Plan activities. Should
11 additional materials become necessary, they will be measured and paid for separately
12 according to the pay items to which they apply.
13
14 For the purposes of bidding equality, the Contracting Agency has furnished an estimated
15 quantity for this item of work. Actual payment for this work, if necessary, will be made
16 only for the actual amount of work performed as authorized and deemed necessary by
17 the Engineer and may differ greatly from the estimated amount provided.
18
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20 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems,
21 and Electrical
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23 8-20.1 Description
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25 Section 8-20.1 is replaced with the following:
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27 (Special Provision)
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29 Work includes furnishing and installing all materials necessary to provide:
30 1. Modification to existing signal systems at the following intersections
31 o Kitsap Way and 11 th Street
32 o High Avenue and 11th Street
33 2. A new HAWK signal system at the intersection of 6th Street and High Avenue
34 3. New Rectangular Rapid Flashing Beacon (RRFB) systems at the following
35 intersections
36 o SR 304 at 15t Street
37 o Kitsap Way at Harlow Drive
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39 All work shall be performed as shown in the Plans in accordance with applicable
40 Standard Specifications and Standard Plans included herein, the City of Bremerton
41 General Provisions, Division 7 for Illumination and Division 8 for Traffic Signalization,
42 and the following Special Provisions. Work shall include the supply, testing, and
43 installation of all traffic signal hardware including the communication cable and interface
44 system, and when specified, the modification of such an existing system.
45
46 The work involves, but shall not be limited to, the following:
47 1. Signal controllers and equipment
48 2. Signal cabinets and bases
49 3. Signal poles
50 4. Signal and pedestrian heads
51 5. Emergency Pre-emption equipment
52 6. Conduit and wire
Crosswalk Improvements Special Provisions
City of Bremerton. Washington 57 Skillings Connollv, Inc.
Federal Aid # S'IPUS-9918(015) April 2016
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7. APS push buttons
8. Luminaires
Work shall include the supply, testing and installation of all traffic signal hardware
including the communication cable and interface system, and when specified, the
modification of such an existing system.
The existing traffic signal system shall be kept in full operation during construction until
the new system is in place and ready for turn -on or switchover.
8-20.2 Materials
Junction Boxes, Cable Vaults, and Pull Boxes
Standard Duty Junction Boxes
Section 9-29.2(1)A is supplemented with the following:
(January 7, 2013)
Concrete Junction Boxes
Both the slip -resistant lid and slip -resistant frame shall be treated with
Mebac#1 as manufactured by IKG industries, or SlipNOT Grade 3 -coarse as
manufactured by W.S. Molnar Co. Where the exposed portion of the frame is
'/2 inch wide or less the slip -resistant treatment may be omitted on that portion
of the frame. The slip -resistant lid shall be identified with permanent marking
on the underside indicating the type of surface treatment ("MV for Mebac#1; or
"SY for SIONOT Grade 3 -coarse) and the year manufactured. The permanent
marking shall be 1/8 inch line thickness formed with a stainless steel weld bead.
Add the following section:
8-20.3(18) HAWK Signal System
(Special Provision)
HAWK Signal system shall be furnished and installed by the Contractor and shall
comply with all other specifications for signal systems. The system shall include all
materials and work needed to provide a complete working system as shown on the
plans, including but not limited to pedestrian push buttons, signal heads, poles,
foundations, conduit, junction boxes, and controller cabinet and components needed for
complete operation. All the components shall be installed per manufacturer's
recommendations and per the Plans. The method and locations of installation shall be
approved by the Engineer in the field, prior to drilling holes in the supporting poles.
The systems shall be powered from the electrical service, per the Plans.
Add the following section:
8-20.3(19) Rectangular Rapid Flashing Beacons System
(Special Provision)
Crosswalk Improvements
Citv of Bremerton. Washington
Federal Aid # STPUS-9918(015)
58
Special Provisions
Skillings Connolly. Inc.
April 2016
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Rectangular Rapid Flashing Beacon (RRFB) system shall be furnished and installed by
the Contractor and shall comply with the Federal Highway Administration's (FHWA)
approval for the use for pedestrian and school crossings and shall include flashing,
rectangular -shaped, high intensity LEDs, associated signs, push buttons, passive
detection, and assemblies as shown on the Plans. The lights shall be activated by push
button and/or passive detection as shown on the plans. All the components shall be
installed per manufacturer's recommendations, per the Plans and the method and
locations of installation shall be approved by the Engineer in the field, prior to drilling
holes in the supporting poles.
The systems shall be powered from the electrical service, per the Plans.
Add the following section:
8-20.3(20) Microwave Pedestrian Presence Detection
(Special Provision)
Microwave Pedestrian Presence Detection shall be furnished and installed by the
Contractor and shall comply with section 9-29.28. All components shall be installed per
manufacturer's recommendations, per the Plans and the method and location of
installation shall be approved by the Engineer in the field, prior to drilling holes in the
supporting poles.
8-20.4 Measurement
Section 8-20.4 is supplemented as follows:
When a bid item is shown as lump sum in the proposal, no specific unit of measurement
will apply, but measurement will be for the sum total of all items for a complete system
to be furnished and installed.
Sawcutting required shall be incidental to lump sum items and no separate
measurement will be made.
Conduit zone bedding shall be incidental to the lump sum items and no separate
measurement will be made.
Removal, and salvage where required, of existing traffic signal equipment, including
grinding and removal of existing loop detectors, shall be incidental to the lump sum
items and no separate measurement will be made.
Temporary surface restoration items required for resuming pedestrian and vehicular
traffic prior to final surfacing, including steel sheeting, crushed rock, and cold mix
asphalt, shall be incidental to the lump sum items and no separate measurement will be
made.
The cost of conduit trenching or directional boring, backfilling, compaction and
landscape restoration outside of paved areas and trenching and backfill for the pipe
zone within paved areas shall be included in the listed lump sums.
Crosswalk Improvements Special Provisions
Citv of Bremerton. Washington 59 Skillings Connollv, Inc.
Federal Aid # STPUS-9913(01 S) April 201 6
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All costs for adjustment of junction boxes, both to the final grade and any grade
adjustments required for the various construction stages proposed in the Contract, or for
alternative stages proposed by the Contractor, shall be included in the applicable lump
sum contract price(s).
8-20.5 Payment
Section 8-20.5 is supplemented as follows:
Payment will be made for the following bid items:
"HAWK Signal System Complete, ", per lump sum;
"RRFB Signal System Complete, ", per lump sum;
"Traffic Signal System Modifications, ", per lump sum;
The lump sum contract prices shall include all incidental work and shall be full
compensation for all labor, materials, tools and equipment necessary to satisfactorily
complete the work as defined in the Contract Documents. Subsurface explorations to
determine the locations of existing utilities in order to install, abandon, and/or remove
the associated equipment for the "HAWK Signal System Complete, ", and "RRFP
Signal System Complete, " shall be considered incidental to the lump sum bid
item.
Bidders are cautioned to also include in the lump sum bid items all costs related to
protection of items to remain, utility locates, subsurface explorations, dewatering, and
costs associated with permits and with obtaining electrical inspection and connection
and signal testing as required.
8-21 Permanent Signing
34 8-21.2 Materials
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8-21.2(9-06.16) Roadside Sign Structures
Section 9-06.16 is supplemented with the following:
(January 3, 2011)
Perforated Steel Square Sign Post System
Where noted in the Plans, steel sign post systems
galvanized steel tubing, that are NCHRP 350 Test
approved. The steel sign post system shall include
hardware required for a complete sign installation.
shall be square, pre -punched
Level 3 Certified and FHWA
all anchor sleeves, and other
System Acceptance
Systems listed in the current QPL will be accepted per the QPL approval code.
Systems not listed in the QPL will be accepted based on a Supplier's Certificate of
Compliance. The Supplier's Certificate of Compliance will be a contract specific
letter from the supplier stating the system is NCHRP 350 Test Level 3 compliant.
Crosswalk Improvements Special Provisions
Cety of Bremerton, Washington 60 Skillings Connolly, Inc.
Federal Aid # STPUS-9918(01 S) April 2016
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8-21.2(9-28.14) Sign Support Structures
Section 9-28.14 is supplemented with the following:
(January 3, 2011)
Manufacturers for Steel Roadside Sign Supports
The Standard Plans lists several steel sign support types. These supports are
patented devices and many are sole -source. All of the sign support types listed
below are acceptable when shown in the Plans.
Steel Siqn Support Type
Type TP -A & TP -B
Type PL, PL -T & PL -U
Type AS
Type AP
Manufacturer
Transpo Industries, Inc.
Northwest Pipe Co.
Transpo Industries, Inc.
Transpo Industries, Inc.
Type ST 1, ST 2, ST 3, & ST 4Ultimate Highway Products,
Allied Tube & Conduit, Inc.,
Northwest Pipe, Inc.
Type SB -1, SB -2, & SB -3
9-29 Illumination, Signal, Electrical
Add the following section:
9-29.26 Wireless Interconnect
(Special Provision)
Ultimate Highway Products,
Xcessories Squared Development and
Manufacturing Incorporated,
Northwest Pipe, Inc.
Division 9
Materials
Wireless interconnect shall be ENCOM E -Lite 5GHz, 300 Mbps Wireless Broadband
System. Antennas shall be external, mounted on the mastarms as shown on the plans
or as directed by the engineer. The radios shall be mounted on the corresponding
signal pole. All wiring shall be run internal to the pole and mastarm.
Add the following section:
9-29.27 Rectangular Rapid Flashing Beacon (RRFB) System
(Special Provision)
Crosswalk Improvements
City of Bremerton. Washington
Federal Aid # S7PUS-9918(01.1)
61
Special Provcsion.s
Skillings Connolly, Inc.
April 2016
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Rectangular Rapid Flashing Beacon (RRFB) system shall consist of RRFB LED light
bars, controller cabinet, control panel, push button assemblies, and associated warning
signs, all mounted on poles (configuration per the Plans).
Controller Cabinet
The cabinet shall be manufactured of 0.125" sheet aluminum and shall be Type 3X
NEMA enclosure. Nominal cabinet dimensions shall be 13.63" H x 15.5" W x 14.75" D.
The cabinet shall be a one (1) compartment type with a neoprene gasket seal for a
weather seal. The cabinet shall have wire screened insect proof louvers on each side
for ventilation. The louvers shall be designed to not allow any rain to enter the cabinet.
On the bottom of the cabinet there shall be two screened insect proof drain holes. The
door shall be a single unit with a continuous piano hinge riveted to the door and the
cabinet. The door shall incorporate a neoprene gasket which, when closed, forms a
snug weather tight seal. The door lock shall be a standard police lock, reinforced with a
steel plate. Each cabinet shall be equipped with the necessary rigid mounts
appropriately sized for a pole as dimensioned on the plans. All necessary hardware for
proper mounting shall be included.
Control Panel
The control panel containing the electronics (circuit breaker, surge arrestor, flasher,
countdown timer and a 120VAC to 12VDC power supply) shall be mounted in the
cabinet using bolts with wing nuts for quick and easy removal. The back panel and
flashing beacons shall be connected through a main wiring harness via a circular pin
connector (CPC). All modular components shall be connected in such a manner that
they are easily removed for replacement or maintenance. Two control panels will be
supplied, one in the upper compartment and one in the lower compartment. Each
control panel will control the flashing beacons for one set of lanes.
The circuit breaker must be a 1 pole, 20 amp, 120VAC with reversible line or load lugs
for line or surface mount wiring. The flasher shall be solid state, 2 circuit device which
controls the flashing sequence of the beacon. The flasher will have a selectable flash
rate of 35-70 flashes per minute and will flash a duty cycle of 50% on and 50% off. The
flasher shall be a separate unit easily removable for maintenance. The flasher will be
capable of operating in a temperature range of -40 degrees C and +85 degrees C. The
surge arrestor will be capable of protecting up to 120VAC, 60 amp service, will have no
follow current, respond in 5 nanoseconds, and will allow automatic recovery. It must be
flame retardant epoxy encapsulated. The peak surge current will be 13kA/mode/phase
total. The surge arrestor will be approximately 0.5" H x 1.5" W x 2.0" L. It will operate
from -40°C to +85° C. The system shall employ countdown timer that allows the end
user to adjust the length of time that the RRFBs flash upon activation. The range of time
shall be from adjustable from 1 second to a minimum of 1 minute in 1 second intervals.
The timer shall operate such that any time the pedestrian pushes the button the timer
resets to its preset time to allow the pedestrian the full amount of time to cross the
street. The countdown timer will operate from -20 degrees C to + 60 degrees C.
RRFB LED Light Bar
The RRFB shall comply with the latest FHWA guidelines and the housing shall have a
brushed Aluminum finish and shall have rectangular shaped, high intensity LED
alternating pattern flashing beacons with number of LEDs and configuration per the
Plans. Mounting shall be per manufacturer's recommendation — coordinate work with
the Engineer in the field. The RRFBs will wig -wag with a flash pattern of 2 rapid flashes
on 1 beacon and then 4 short rapid flashes and 1 longer rapid flash on the other beacon
Crosswalk Improvements
Citv of Bremerton, Washington
Federal Aid # Sl PUS -9918(015)
62
Special provisions
Skillings Connollv, Inc
April 2016
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as specified in the latest interpretation letter from the FHWA dated June 13, 2012. The
beacons shall flash at a rate between 70 — 80 flashes per minute. The LED light on the
end facing the pedestrian crosswalk shall be a Whelen Class 1 light.
The LEDs used in the light,bar shall meet the SAE J595 requirement for peak luminous
(candelas) for Class 1. The vendor shall submit third party lab certification that the LEDs
have been tested and certified for Class 1 intensity. The RRFB light bar will be
assembled and wired as a unit. It will consist of a mounting bracket, a bottom shell that
attaches to the mounting bracket, and a top shell that attaches to the bottom shell. It
shall be mounted to the pole with U -bolts.
Pedestrian Push Buttons
Pedestrian push buttons shall be per City of Bremerton General Provisions, Section 8-
200. Pedestrian push button mounts shall be Polara Engineering, 5 -inch by 7 -inch
frame, part number PBF 5X7 -B. Pedestrian push button plaques text shall be approved
by the Engineer.
Poles
Poles shall be per plan.
Signs
Signs shall be per the Plans.
Add the following section:
9-29.28 Microwave Pedestrian Presence Detection
(Special Provision)
Pedestrian Microwave Presence Detection shall accomplish automated hands free
activation of pedestrian signals via microwave sensor, with microwave reliability up to
22 -feet. Microwave sensor shall minimize false activation from nearby moving traffic,
with modes to detect approach -only, depart -only, or bidirectional pedestrian motion.
The sensor shall allow for adjustable detection angle and pattern with detection
verification time between 0.1 and 5.0 seconds. The sensor shall be enclosed in a
powder coated aluminum enclosure.
Installation shall be per manufacturer's instructions as shown on the plans.
Appendices
(January 2, 2012)
The following appendix is attached and made a part of this contract:
*** APPENDIX A:
GeoDesign Inc. Geotechnical Memorandum August 27, 2015
APPENDIX B:
SWPPP ***
Crosswalk Improvements
Ciro of Bremerton, Washington
Federal Aid # STPUS4918/015)
63
Special Provisions
Skillings Connolly, Inc.
April 2016
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(January 4, 2016)
Standard Plans
The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-
01 transmitted under Publications Transmittal No. PT 15-048, effective August 3, 2015 is
made a part of this contract.
The Standard Plans are revised as follows:
A-30.15
DELETED
A-50.10
Sheet 2 of 2, Plan, with Single Slope Barrier, reference C-1 4a is revised to C-70.10
A-50.20
Sheet 2 of 2, Plan, with Anchored Barrier, reference C-1 4a is revised to C-70.10
A-50.30
Sheet 2 of 2, Plan (top), reference C-1 4a is revised to C-70.10
B-10.20 and B-10.40
Substitute "step" in lieu of "handhold" on plan
B-15.60
Table, Maximum Knockout Size column, 120" Diam., 42" is revised to read; 96"
B-25.20
Add Note 7. See Standard Specification Section 8-04 for Curb and Gutter requirements
B-55.20
Metal Pipe elevation, title is revised to read; "Metal Pipe and Steel Rib Reinforced
Polyethylene Pipe"
B-90.40
Offset & Bend details, add the subtitle, "Plan View' above titles
C -8b
Section A, callout, was - "Grout" is revised to read; "Grout - 2" (IN) MAX., callout, was -
"Anchor Bolt (TYP.) - See Detail" is revised to read; "Anchor Bolt or Rod (TYP.) - See
Detail", Sheet 2, Detail "A", callout, was - "Anchor Bolt (TYP.) - See Detail", is revised
to read; "Anchor Bolt or Rod (TYP) - See Detail". Anchor Bolt Detail, DELETED -
Headed Bolt DETAIL portion of the ANCHOR BOLT DETAIL. Dimension, "5 1/2" MIN.
Threads" is deleted. Add dimension, 1" MAX." from top of barrier to bottom of the nut,
Callout, was -.1" Diam. Threaded Rod - ASTM A 419" is revised to read; "1" (IN) Diam.
Threaded Full Length Rod or Bolt - ASTM F 1554, Grade 105". Note (Below Title), was
- "Galvanize Exposed Anchor Rod End 1' - 9" Min." is revised to read; "Galvanized
Anchor Bolt Full Length according to ASTM F 2329". Subtitle - was "Threaded Rod" is
revised to read; "Threaded Rod or Bolt", Sheet 2, Anchor Plate detail, callout, was - 1"
DIAM. HOLE (TYP.)" IS REVISED TO READ; 1 1/8" (IN) DIAM. HOLE (TYP.)", callout,
was - "/2" Plate" is revised to read;" 1/2" (IN) Plate - ASTM A36
Crosswalk Improvements
City of Bremerton. Washington
Federal Aid # STPUS-9918(015)
64
Special Provisions
Skillings Co holly, Inc.
April 2016
1 C-1
2 Assembly Detail, Steel Post, (post) callout - was - "W6 x 9 or W6 x 15" is revised to
3 read; "W6 x 8.5 or W6 x 9 or W6 x 15"
4
5 C-10
6 General Note 1, first sentence, was - "Length of W8 x 35 and W6 x 9 shall be
7 determined by measurement from top of ground to top of grout pad." Is revised to read;
8 "Length of W8 x 35 and W6 x 8.5 or W6 x 9 shall be determined by measurement from
9 top of ground to top of grout pad."
10 Sheet 1, Post Base Plate Detail, callout, was - "W6 x 9" is revised to read; "W6 x 8.5 or
11 W6x9"
12 Sheet 1, Box Culvert Guardrail Steel Post Type 2 detail, callout, was - "W6 x 9 Steel
13 Post" is revised to read;" "W6 x 8.5 or W6 x 9 Steel Post"
14 Sheet 1, Post Anchor Attachment Detail, callout, was - "W6 x 9 - See Note 1" is revised
15 to read; "W6 x 8.5 or W6 x 9 - See Note 1"
16 Sheet 1, Detail A, callout, was - "W6 x 9 Steel Post - See Note 1" is revised to read;
17 "W6 x 8.5 or W6 x 9 Steel Post - See Note 1"
18 Sheet 2, Box Culvert Guardrail Steel Post Type 1, callout, was - "W6 x 9 x 27.5" Steel
19 Post" is revised to read; "W6 x 8.5 x 27.5" (IN) or W6 x 9 x 27.5" (IN) Steel Post"
20 Sheet 2, Detail B, callout, was - "W6 x 9 x 27.5" Steel Post" is revised to read; "W6 x
21 8.5 x 27.5" (IN) or W6 x 9 x 27.5" (IN) Steel Post"
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23 C -16a
24 Note 1, reference C-28.40 is revised to C-20.10
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26 C -16b
27 Note 3, reference C-28.40 is revised to C-20.10
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29 C-22.14
30 Plan, callout, was - "Location of Post (Without Block) - W6 x 9 Steel Post Only" is
31 revised to read; "Location of Post (Without Block) - W6 x 8.5 or W6 x 9 Steel Post Only"
32 Elevation, callout, was - "Location of Post (Without Block) - W6 x 9 Steel Post Only" is
33 revised to read; "Location of Post (Without Block) - W6 x 8.5 or W6 x 9 Steel Post Only"
34
35 C-22.45
36 Note 1, was - "This Terminal is FHWA accepted at Test Level Two (TL -2) and may be
37 used in applications with speeds of 40 MPH or less." Is revised to read: "This Terminal is
38 FHWA accepted at Test Level Two (TL -2) and may be used in applications with speeds
39 of 45 MPH or less." Plan Title, was - "Beam Guardrail Type 31 Non - Flared Terminal
40 Steel Posts (Posted Speed - 40. MPH and Below)" is revised to read: "Beam Guardrail
41 Type 31 Non - Flared Terminal Steel Posts (Posted Speed - 45 MPH and Below
42
43 D-10.10
44 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with
45 traffic barriers attached on top of the wall are considered non-standard and shall be
46 designed in accordance with the current WSDOT Bridge Design Manual (BDM) and the
47 revisions stated in the 11/3/15 Bridge Design memorandum.
48
49 D-10.15
50 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with
51 traffic barriers attached on top of the wall are considered non-standard and shall be
Crosswalk Improvements Special Provisions
Civ of Bremerton, Washing/on 65 Skillings Connollv, Inc.
Federal Aid # STPUS-9918(015) April 2016
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designed in accordance with the current WSDOT BDM and the revisions stated in the
11/3/15 Bridge Design memorandum.
D-10.20
Wall Type 3 may be used in all cases. The last sentence of Note 6 on Wall Type 3 shall
be revised to read: The seismic design of these walls has been completed using a site
adjusted (effective) peak ground acceleration of 0.32g.
D-10.25
Wall Type 4 may be used in all cases. The last sentence of Note 6 on Wall Type 4 shall
be revised to read: The seismic design of these walls has been completed using a site
adjusted (effective) peak ground acceleration of 0.32g.
D-10.30
Wall Type 5 may be used in all cases.
D-10.35
Wall Type 6 may be used in all cases.
D-10.40
Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with
traffic barriers attached on top of the wall are considered non-standard and shall be
designed in accordance with the current WSDOT BDM and the revisions stated in the
11/3/15 Bridge Design memorandum.
D-10.45
Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with
traffic barriers attached on top of the wall are considered non-standard and shall be
designed in accordance with the current WSDOT BDM and the revisions stated in the
revisions stated in the 11/3/15 Bridge Design memorandum.
D-15.10
STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls"
are withdrawn. Special designs in accordance with the current WSDOT BDM are
required in place of these STD Plans.
D-15.20
STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls"
are withdrawn. Special designs in accordance with the current WSDOT BDM are
required in place of these STD Plans.
D-15.30
STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls"
are withdrawn. Special designs in accordance with the current WSDOT BDM are
required in place of these STD Plans.
F-10.12
Section Title, was — "Depressed Curb Section" is revised to read: "Depressed Curb and
Gutter Section"
F-10.40
"EXTRUDED CURB AT CUT SLOPE", Section detail - Deleted
Crosswalk Improvements
City of Bremerton. Washington
Federal Aid # STPUS-9918(015)
66
Special Provisions
Skillings Connolly. Inc.
April 2016
1
2 F-10.42
3 DELETE - "Extruded Curb at Cut Slope" View
4
5 -G-24.40
6 Sheet 1, Elevation (upper left corner), callout, was - "Sign Brace- 36" (IN) or larger in
7 width required (See Standard Plan G-50.10)" is revised to read; "Sign Brace (See
8 Standard Plan G-50.10)" Sheet 3, Elevation (upper left corner), callout, was - "Sign
9 Brace- 36" (IN) or larger in width required (See Standard Plan G-50:10)" is revised to
10 read; "Sign Brace (See Standard Plan G-50.10)"
11
12 H-70.20
13 Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan 1-70.10 is
14 revised to H-70.10
15
16 1-80.10
17 Stabilized Construction Entrance, Isometric View, add Note to read; "Note: At the
18 discretion of the contractor, smaller rock may be used to fill in voids between the quarry
19 spalls to create a walking pathway for crossing the construction entrance."
20
21 J-3
22 DELETED
23
24 J -3b
25 DELETED
26
27 J -3C
28 DELETED
29
30 J-10.21
31 Note 18, was - "When service cabinet is installed within right of way fence, see
32 Standard Plan J-10.22 for details." Is revised to read; "When service cabinet is installed
33 within right of way fence, or the meter base is mounted on the exterior of the cabinet,
34 see Standard Plan J-10.22 for details."
35
36 J-10.22
37 Key Note 1, was - "Meter base per serving utility requirements- as a minimum, the
38 meter base shall be safety socket box with factory -installed test bypass facility that
39 meets the requirements of EUSERC drawing 305." Is revised to read; "Meter base per
40 serving utility requirements- as a minimum, the meter base shall be safety socket box
41 with factory -installed test bypass facility that meets the requirements of EUSERC
42 drawing 305. When the utility requires meter base to be mounted on the side or back of
43 the service cabinet, the meter base enclosure shall be fabricated from type 304
44 stainless steel."
45 Key Note 4, "Test with (SPDT Snap Action, Positive close 15 Amp - 120/277 volt "T"
46 rated). Is revised to read: "Test Switch (SPDT snap action, positive close 15 amp -
47 120/277 volt "T" rated)."
48 Key Note 14, was - "Hinged dead front with % turn fasteners or slide latch." Is revised to
49 read; "Hinged dead front with % turn fasteners or slide latch. - Dead front panel bolts
50 shall not extend into the vertical limits of the breaker array(s)."
51 Key Note 15, was - "Cabinet Main Bonding Jumper. Buss shall be 4 lug tinned copper.
52 See Cabinet Main bonding Jumper detail, Standard Plan J -3b." is revised to read;
Crosswalk Improvements Special Provisions
City of Bremerton, Washington 67 Skillings Connollv. Inc.
Federal Aid # STPUS-9913(01.1) April 2016
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
"Cabinet Main Bonding Jumper Assembly - Buss shall be 4 lug tinned copper - See
Standard Plan J-10.20 for Cabinet Main Bonding Jumper Assembly details."
J-20.10
Add Note 5, "5. One accessible pedestrian signal assembly per pedestrian pushbutton
post."
J-20.11
Sheet 2, Foundation Detail, Elevation, callout - "Type 1 Signal Pole" is revised to read:
"Type PS or Type 1 Signal Pole"
Sheet 2, Foundation Detail, Elevation, add note .below Title, "(Type 1 Signal Pole
Shown)"
Add Note 6, "6. One accessible pedestrian signal assembly per pedestrian pushbutton
post."
J-20.26
Add Note 1, 1. One accessible pedestrian pushbutton station per pedestrian
pushbutton post."
J-20.16
View A, callout, was - LOCK NIPPLE, is revised to read; CHASE NIPPLE
J-21.10
Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top
of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR.. Delete "(TYR)"
from the 2'/2" CLR. dimension, depicting the distance from the bottom of the foundation
to find 2 # 4 reinf. Bar.
Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the
top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYR)"
from the 2'/" CLR. dimension, depicting the distance from the bottom of the foundation
to find 1 # 4 reinf. Bar.
Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top
of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYR)"
from the 2'/Z" CLR. dimension, depicting the distance from the bottom of the foundation
to find 2 # 4 reinf. Bar.
Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the
top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYR)"
from the 2'/2° CLR. dimension, depicting the distance from the bottom of the foundation
to find 1 # 4 reinf. Bar.
J-21.15
Partial View, callout, was - LOCK NIPPLE - 1 '/2' DIAM., is revised to read; CHASE
NIPPLE - 1 '/z° (IN) DIAM.
J-21.16
Detail A, callout, was - LOCKNIPPLE, is revised to read; CHASE NIPPLE
J-22.15
Ramp Meter Signal Standard, elevation, dimension 4'- 6" is revised to read; 6'-0"
(2x) Detail A, callout, was - LOCK NIPPLE - 1 '/2" DIAM. is revised to read; CHASE
NIPPLE -- 1 '/z' (IN) DIAM.
Crosswalk Improvements Special Provisions
City of Bremerton, Washington 68 Skillings Connolly. bic.
Federal Aid # STPUS-9918(015) April 2016
1 J-28.45-
2
-28.452 Steel Light Standard Elbow Detail, dimension, was - 1-1/2" MAX." is revised to read; 2"
3 MAX.. callout, was - 1.00 - 8 UNC x 8" (IN) long bolt threaded full length (ASTM A325
4 or F1554 GR. 105) with two heavy hex nuts, two plate washers, and a round washer
5 (Typ.) (Galvanized AASHTO M232)"is revised to read; 1.00 - 8 UNC x 8 1/2" (IN) long
6 bolt threaded full length (ASTM A325 or F1554 GR. 105) with two heavy hex nuts, two
7 plate washers, and a round washer (Typ.) (Galvanized per AASHTO F2329)". callout,
8 was - "3/16" (IN) thick preformed "Fabreeka" fabric pad with 5" (IN) diam. hole - cement
9 to flange plate and trim outside edge flush" is revised to read; "3/16" (IN) or 1/4" (IN)
10 thick preformed "Fabreeka" fabric pad with 5" (IN) diam. hole cement to flange plate
11 and trim outside edge flush". Exploded Isometric View, callout, was - 1" (IN) Diam.
12 Heavy Hex Bolt (Typ.)" is revised to read;1" Diam. Bolt (Typ.). Section B, callout, was -
13 "3 1/2" (IN) x 3/16" (IN)(17" (IN)..." is revised to read; "4" (IN) x 3/16" (IN)(17" (IN)...".
14 Typical Sections, two traffic barrier views, add dimension [from the top of the pole base
15 plate to the bottom of the Hand Hole]"6" MIN.". all three views, callout, was - 1" (IN)
16 Diam. H. S. bolt w/ hardened lock washer and nut (Typ.) (ASTM A325 or F1554 GR.
17 105)" is revised to read; 1" (IN) Diam. H. S. bolt w/ hardened lock washer and nut
18 (Typ.) (ASTM A449 or F1554 GR. 105)".
19
20 J-28.50
21 Section D, callout, was - Backup Strip (ref. to key note 3) is revised to read;
22 "Continuous Backup Strip (ref. to key note 3)"
23 Key Note 3, was — %" Thick, or No thinner than pole wall thickness. Tack weld or seal
24 weld to Base plate. Is revised to read; "1/4" Thick, or No thinner than Pole wall
25 thickness. Tack weld in root or continuous seal weld to Base plate or Pole wall."
26
27 J-28.60
28 Section B, callout, was - "Continuous Back-up ring - 1/4" or no thinner than pole wall
29 thickness - tack weld to plate" is revised to read; "Continuous Back-up ring - 1/4" or no
30 thinner than pole wall thickness - tack weld in root or continuous seal weld to base plate
31 or pole wall'
32
33 J-28.70
34 Detail C, dimension, 2" MAX. is revised to read: 1" MAX.
35 Detail D, dimension, 2" MAX. is revised to read: 1" MAX.
36
37 J-29.10
38 Galvanized Welded Wire Mesh detail, callout - "Drill and Tap for Y4' Diam. Cap Screw, 3
39 Places, @ 9" center, all 4 edges S.S. Screw, ASTM F593 and washer"
40 Is revised to read;
41 `Drill and Tap Y4" (IN) Diam. x 1" (IN) Cap Screw with washer - space approx.. 9" o.c.
42 Liberally coat threads with Anti-seize compound (TYR)"
43
44 Add Boxed note: * Bolts, Nuts, and washers -r ASTM F593 or A193 Type 304 or Type
45 316 Stainless Steel (S.S.)
46
47 J-29.15
48 Title, "Camera Pole Standard" is revised to read; "Camera Pole Standard Details"
49
50 J-29-16
51 Title, "Camera Pole Standard Details" is revised to read; "Camera Pole Details"
52
Crosswalk Improvements Special Provisions
Citv of Bremerton, Washington 69 Skillings Connolly, lnc.
Federal Aid #STPUS-MNOI.i) ApriI20lh
1 J-40.10
2 Sheet 2 of 2, Detail F, callout, 12 - 13 x 1 Y2" S.S. PENTA HEAD BOLT AND 12" S. S.
3 FLAT WASHER" is revised to read; "12 - 13 x 1 1/" S.S. PENTA HEAD BOLT AND 1/2"
4 (IN) S. S. FLAT WASHER"
5
6 J-60.14
7 All references to J -16b (6x) are revised to read; J-60.11
8
9 J-90.10
10 Section B, callout, "Hardware Mounting Rack - S. S. 1-5/8" Slotted Channel" is revised
11 to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1-5/8" Slotted Channel"
12
13 J-90.20
14 Section B, callout, "Hardware Mounting Rack (Typ.) - S. S. 1-5/8" Slotted Channel" is
15 revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1-5/8" Slotted
16 Channel"
17
18 K-80.10
19 Sign Installation (Fill Section), dimension, 6' TO 12' MIN. is revised to read: 12' MIN.
20 Sign Installation (Sidewalk and Curb Section), dimension, 6' TO 12' MIN. is revised to
21 read: 12' MIN.
22 Sign Installation (Behind Traffic Barrier Section), Delete dimensions - 6' TO 12' MIN. and
23 6' MIN.
24 Sign with Supplemental Plaque Installation (Fill Section), dimension, 6' TO 12' MIN. is
25 revised to read: 12' MIN.
26 Sign Installation (Ditch Section), dimension, 6' TO 12' MIN. is revised to read: 12' MIN.
27 Delete dimension - 6' MIN.
28
29 K-80.30
30 In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std.
31 Plan K-80.35
32
33
34 M-11.10
35 Layout, dimension (from stop bar to "X"), was - 23' is revised to read; 24'
36
37 M-20.30
38 Sheet 2, Plan View, One -Way Roadway Recessed Pavement Marker Details, ONE-WAY
39 TRAFFIC arrow symbol, is revised to point in the opposite direction (towards the rpm)
40
41 The following are the Standard Plan numbers applicable at the time this project was
42 advertised. The date shown with each plan number is the publication approval date
43 shown in the lower right-hand corner of that plan. Standard Plans showing different
44 dates shall not be used in this contract.
45
A-10.10-00........8/7/07
A-30.35-00.......10/12/07
A-50.20-01.........9/22/09
A-10.20-00......10/5/07
A-40.00-00.........8/11/09
A-50.30-00.......11/17/08
A-10.30-00......10/5/07
A-40.10-03.........12/23/14
A-50.40-00.......11/17/08
A-20.10-00......8/31/07
A-40.15-00.........8/11/09
A-60.10-03........12/23/14
A-30.10-00......11/8/07
A-40.20-03.........12/23/14
A-60.20-03.........12/23/14
A-40.50-02.........12/23/14
A-60.30-00
.......... 11/8/07
A-30.30-01......6/16/11
A-50.10-00.......11/17/08
A-60.40-00
.......... 8/31/07
Crosswalk Improvements Special Provisions
City of Bremerton. Washington 70 Skillings Connollv, Inc.
Federal Aid # STPUS-9918(015) April 2016
E
3
B-5.20-01........6/16/11
B-5.40-01.........
6/16/11
B-5.60-01 .........
6/16/11
B-10.20-01........
2/7/12
B-10.40-00
........ 6/1 /06
B-10.60-00........6/8/06
..................6/21 /06
B-15.20-01
........ 2/7/ 12
B-15.40-01
........ 2/7/ 12
B-15.60-01
........ 2/7/ 12
B-20.20-02.......
3/16/12
B-20.40-03.......
3/16/12
B-20.60-03.......
3/15/12
B-25.20-01........
3/15/12
B-25.60-00
......... 6/1 /06
B-30.10-01.........
4/26/12
B-30.20-02
......... 4/26/12
B-30.30-01.........4/26/12
C -2p ................10/31 /03
B-30.40-01..........
4/26/12
C-1 .................... 6/16/11
C-1 a
.................7/14/15
C-1 b
...................7/14/15
C-1 c ..................5/30/97
C-1 d
................10/31 /03
C-2 ....................1 /6/00
C -2a
..................6/21 /06
C -2b
..................6/21 /06
C -2c ..................6/21
/06
C -2d
..................6/21 /06
C -2e
..................6/21 /06
C -2f ................... 3/14/97
C -2g
.................. 7/27/01
C -2h
..................3/28/97
C -2i ...................3/28/97
B-65.20-01 .......... 4/26/ 12
C-2 j ...................
6/12/98
C-2 k ..................
7/27/01
C-2 n .................. 7/27/01
C -2o .................. 7/13/01
C -2p ................10/31 /03
C-3 ................... 7/2/12
C- 3 a
.................10/4/0 5
C -3b
................6/27/11
C -3c
................6/27/11
C -4b
..................6/8/06
C -4e
..................10/23/ 14
C -4f ...................7/2/12
B-30.50-01.........4/26/12
C-6 a ................10/
B-30.70-03
......... 4/26/ 12
B-30.80-00
........... 6/8/06
B-30.90-01........
9/20/07
B-35.20-00
.......... 6/8/06
B-35.40-00..........
6/8/06
B-40.20-00
.......... 6/1 /06
B-40.40-01........
6/16/10
B-45.20-00
.......... 6/1 /06
B-45.40-00
.......... 6/1 /06
B-50.20-00
.......... 6/1 /06
B-55.20-00 .......... 6/1 /06
B-60.20-00 .......... 6/8/06
B-60.40-00 .......... 6/1 /06
B-65.20-01 .......... 4/26/ 12
B-65.40-00 .......... 6/1 /06
B-70.20-00 .......... 6/1 /06
B-70.60-00 .......... 6/1 /06
C-6 .................... 5/30/97
C-6 a ................10/
14/09
C -6c ....................1
/6/00
C-6 d ...................
5/30/97
C -6f ...................7/25/97
B-80.40-00
C-7 .....................
6/16/11
C -7a ...................6/16/11
B-85.10-01
C-8 .....................
2/10/09
C -8a ...................
7/25/97
C -8b ....................6/27/11
B-85.40-00
C -8e ....................2/21
/07
C -8f .....................6/30/04
B-90.10-00..........
C-10 ......................
6/3/10
C-16 a .................
6/3/10
C-16 b .................
6/3/10
C-20.10-03.........
7/14/15
C-20.14-03 ..........
6/11 /14
C-20.15-02 ..........
6/11 /14
C-20.18-02 ..........
6/11 /14
C-20.19-02 ..........
6/11 /14
C-20.40-05..........
7/14/15
C-20.41-01 ..........
7/14/15
C-20.42-05..........
7/14/15
C-20.45.01 ...........
7/2/12
C-22.14-03 ........
6/11 /14
C-22.16-05........
7/14/15
C-22.40-04........10/23/
14
C-22.41-01........10/23/14
C-22.45-01........10/23/
14
B-75.20-01
.......... 6/ 10/08
B-75.50-01..........
6/10/08
B-75.60-00............
6/8/06
B-80.20-00
......... 6/8/06
B-80.40-00
......... 6/1 /06
B-82.20-00
......... 6/1 /06
B-85.10-01
......... 6/ 10/08
B-85.20-00
.......... 6/1 /06
B-85.30-00
.......... 6/1 /06
B-85.40-00
.......... 6/8/06
B-85.50-01.........6/10/08
6/11 /14
B-90.10-00..........
6/8/06
B-90.20-00
.......... 6/8/06
B-90.30-00
.......... 6/8/06
B-90.40-00
.......... 6/8/06
B-90.50-00
.......... 6/8/06
B-95.20-01
.......... 2/3/09
B-95.40-00..........
6/8/06
C-23.60-03......6/11 /14
C.24.10-01......6/11 /14
C-25.18-05........
7/14/15
C-25.20-06........
7/14/15
C-25.22-05 ........
7/14/15
C-25.26-03 ........
7/14/15
C-25.80-03 ........
6/11 /14
C-40.14-02 ........
7/2/12
C-40.16-02........
7/2/12
C-40.18-02........
7/2/12
C-70.10-01........
6/17/14
C-75.10-01 ........
6/11 /14
C-75.20-01 ........
6/11 /14
C-75.30-01 ........
6/11/14
C-80.10-01 ........
6/11 /14
C-80.20-01 ........
6/11 /14
C-80.30-01 ........
6/11 /14
C-80.40-01 ........
6/11 /14
C-80.50-00 ........
4/8/ 12
C-85.10-00 ........
4/8/ 12
C-85.11-00........4/8/12
C-85.14-01
........ 6/11 /14
C-85.15-01
........ 6/30/ 14
C-85.16-01
........ 6/17/14
C-85-18-01
........ 6/11 /14
C-85.20-01
........ 6/11 /14
C-90.10-00........ 7/3/08
D-2.04-00........11/10/05 D-2.48-00........11/10/05 D-3.17-01......5/17/12
D-2.06-01 ........ 1 /6/09 D-2.64-01 ........ 1 /6/09 D-4 .................12/11 /98
Crosswalk Improvements
City of Bremerton, Washington
Federal And # SI PUS -9918(01.1)
71
Special Provisions
Skillings Connolly, Inc.
April 2016
2
3
4
5
0
D-2.08-00 ........
11 /10/05
D-2.14-00 ........
11 /10/05
D-2.16-00 ........
11 /10/05
D-2.18-00 ........
11 /10/05
D-2.20-00 ........
11 /10/05
D-2.32-00 ........
11 /10/05
D-2.34-01 ........
1 /6/09
D-2.36-03 ........
6/11 /14
D-2.42-00 ........
11 /10/05
D-2.44-00 ........
11 /10/05
D-2.60-00 ........
11 /10/05
D-2.62-00 ........
11 /10/05
D-2.46-01 ........
6/11 /14
D-2.66-00
........ 11 /10/05
D-2.68-00
........ 11 /10/05
D-2.80-00
........ 11 /10/05
D-2.82-00
........ 11 /10/05
D-2.84-00
........ 11 /10/05
D-2.86-00
........ 11 /10/05
D-2.88-00
........ 11 /10/05
D-2.92-00
........ 11 /10/05
D-3.09-00........
5/17/12
D-3.10-01......
5/29/13
D-3.11-03......
6/11/14
D-3.15-02......
6/10/13
D-3.16-02......
5/29/13
E-1 ....................2/21/07 E-4 ................ :... 8/27/03
E-2 ....................5/29/98 E -4a .................. 8/27/03
F-10.12-03
....... 6/11 /14
F-10.16-00.......12/20/06
4/22/14
F-10.18-00
......... 6/27/ 11
F-10.40-02
........... 6/21 /12
F-10.42-00
......... 1 /23/07
G-10.10-00........9/20/07
G-20.10-02 ........ 6/23/ 15
G-22.10-03.......... 7/10/15
G-24.10-00 ...... 11 /8/07
G-24.20-01...... 2/7/12
G-24.30-01...... 2/7/12
G-24.40-05.....6/23/15
G-24.50-03.....6/17/14
H-1 0. 10-00 .......... 7/3/08
H-1 0. 15-00 .......... 7/3/08
H-30.10-00 ...... 10/ 12/07
F-10.62-02........
4/22/14
F-10.64-03........
4/22/14
F-30.10-03 ........
6/11 /14
F-40.12-02 ........
6/20/ 13
F-40.14-02 ........
6/20/ 13
G-24.60-04.....6/23/15
D-10.10-01......12/2/08
G-25.10-04......
6/10/13
G-30.10-04.....
6/23/15
G-50.10-02.....
6/23/15
G-60.10-03.......
6/18/15
G-60.20-02.......
6/18/15
G-60.30-02.......6/18/15
D-10.40-01......12/2/08
G-70.10-03 ......
6/18/15
H-32.10-00.......9/20/07
H-60.10-01......... 7/3/08
H-60.20-01 ......... 7/3/08
D-6 ...................6/ 19/98
D-10.10-01......12/2/08
F-40.16-02
D-10.15-01......12/2/08
F-45.10-01
D-10.20-00 .........
7/8/08
D-10.25-00 .........
7/8/08
D-10.30-00.........
7/8/08
D-10.35-00.........
7/8/08
D-10.40-01......12/2/08
1-30.40-01
D-10.45-01......12/2/08
1-60.10-01
D-15.10-01......12/2/08
1-30.16-00.........
D-15.20-02........6/2/11
1-30.60-00.........
D-15.30-01......12/02/08
1-60.20-01
F-40.15-02
........ 6/20/ 13
F-40.16-02
........ 6/20/ 13
F-45.10-01
........ 6/21 /12
F-80.10-03
........ 6/11 /14
G-70.20-02....6/10/13
G-70.30-02 ...... 6/10/13
G-90.10-01.....5/11 /11
G-90.20-03..... 7/10/15
G-90.30-02.....3/22/13
G-90.40-01.....10/ 14/09
G-95.10-01.....6/2/ 11
G-95.20-02......6/2/ 11
G-95.30-02......6/2/ 11
H-70.10-01......2/7/ 12
H-70.20-01 ...... 2/16/12
H-70.30-02......2/7/ 12
1-10.10-01 .........
8/11 /09
1-30.20-00.........9/20/07
J-10.15-01
1-40.20-00.........9/20/07
J-10.16-00
1-30.10-02 .........
3/22/13
1-30.30-01.........
6/10/13
1-50.20-01
.......... 6/10/13
1-30.15-02.........
3/22/13
1-30.40-01
....... 6/10/13
1-60.10-01
.......... 6/10/13
1-30.16-00.........
3/22/13
1-30.60-00.........
5/29/13
1-60.20-01
.......... 6/10/13
1-30.17-00.........3/22/13
1-40.10-00.........9/20/07
1-80.10-01
.......... 8/11 /09
J-10 .................. 7/18/97
J-10.10-03......
6/3/15
J-10.15-01
........ 6/11 /14
J-10.16-00
.......6/3/ 15
J-10.17-00
.......6/3/ 15
Crosswalk Improvements
City of Bremerton. Washington
Federal Aid # S7PUS-9918(01.1)
J-26.15-01.....5/17/12
J-40.40-00......5/20/13
J-26.20-00.....6/11
/14
J-27.10-00.....3/15/12
J-50.10-00.......6/3/11
J-27.15-00.....3/15/12
J-50.11-00.......6/3/11
J-28.10-01......5/11/11
J-50.12-00.......6/3/11
J-28.22-00.......8/07/07
J-50.15-00.......6/3/11
J-28.24-01.......6/3/15
J-50.16-01.......3/22/13
Special Provisions
72 Skillings Connolly, Inc.
April 2016
J-10.18-00.......
6/3/15
J-10.20-00........6/3/15
K-80.20-00..:..12/20/06
J-10.21-00........6/3/15
...... 6/30/ 14
J-10.22-00........
5/29/13
J-15.10-01
........ 6/11 /14
J-15.15-02
...... 7/10/15
J-20.10-03......6/30/
14
J-20.11-02......6/30/14
K-80.20-00..:..12/20/06
J-20.15-03
...... 6/30/ 14
J-20.16-02......
6/30/14
J-20.20-02......5/20/13
K-80.37-00 .......
J-20.26-01......
7/12/12
J-21.10-04 ...... 6/30/14
J-21.15-01...... 6/10/13
J-21.16-01 ...... 6/10/13
J-21.17-01...... 6/10/13
J-21.20-01...... 6/10/13
J-22.15-02 ...... 7/10/15
J-22.16-03 ...... 7/10/15
J-26.10-02.....3/15/12
K-70.20-00....... 2/15/07
K-80.10-00 .......
2/21 /07
K-80.20-00..:..12/20/06
J-28.45-02
K-80.30-00 .......
2/21 /07
K-80.35-00 .......
2/21 /07
K-80.37-00 .......
2/21 /07
J-28.26-01......12/02/08
J-28.30-03......6/11 /14
J-28.40-02......6/11 /14
J-28.42-01
....... 6/11 /14
J-28.43-00
....... 6/11 /14
J-28.45-02
....... 6/11 /14
J-28.50-02
....... 6/2/ 11
J-28.60-01
....... 6/2/ 11
J-28.70-01
....... 5/11 /11
J-29.1 0-00
........ 6/27/ 11
J-29.15-00
....... 6/27/ 11
J-29.16-01
....... 6/20/ 13
J-30.10-00......6/18/15
J-40.10-03......
5/20/13
J-40.20-02......6/11
/14
J-40.30-03......
5/20/13
J-40.35-01......
5/29/13
J-40.36-01......
5/20/13
J-40.37-01 ......
5/20/ 13
J-40.38-01.......
5/20/13
J-40.39-00......
5/20/13
2
L-10.10-02........6/21/12 L-40.10-02........6/21/12
L-20.10-03........7/14/15 L-40.15-01........6/16/11
L-30.10-02........6/11/14 L-40.20-02........6/21/12
3
M-1.20-03 ......... 6/24/ 14
M-1.40-02.........
6/3/11
M-1.60-02 .........
6/3/ 11
M-1.80-03 .........
6/3/11
M-2.20-03.........
7/10/15
M-2.21-00......
7/10/15
M-3.10-03 .........
6/3/11
M-3.20-02 .........
6/3/11
M-3.30-03 .........
6/3/11
Crosswalk Improvements
City of Bremerton. Washington
Federal Aid # STPUS-9918(01.1)
M-9.60-00.......2/10/09
M-11.10-01
....... 1 /30/07
M-15.10-01.......
2/6/07
M-17.10-02
......... 7/3/08
M-20.10-02
......... 6/3/11
M-20.20-02 ....... 4/20/15
M-20.30-03.....4/20/ 15
M-20.40-03.........6/24/14
73
J-50.20-00.......6/3/11
J-50.25-00 ....... 6/3/11
J-50.30-00.......6/3/11
J-60.05-00 ....... 6/16/11
J-60.11-00.......5/20/13
J-60.12-00.......5/20/13
J-60.13-00.......6/16/10
J-75.41-00......
J-60.14-00 ......
6/16/10
J-75.10-02 ......
7/10/15
J-75.20-01......
7/10/15
J-75.30-02 .......
7/10/15
J-75.40-01......6/11
/14
J-75.41-00......
6/11/14
J-75.45-01......6/11
/14
J-90.1 0-01
....... 6/27/11
J-90.20-01.......6/27/11
J-90.21-00......
6/30/14
L-70.10-01 ....... 5/21 /08
L-70.20-01 ....... 5/21 /08
M-40.10-03......6/24/14
M-40.20-00...10/
12/07
M-40.30-00......
9/20/07
M-40.40-00......
9/20/07
M-40.50-00......
9/20/07
M-40.60-00...... 9/20/07
M-60.10-01......6/3/ 11
M-60.20-02......6/27/11
Special Provisions
Skillings Connolly, Inc.
April 2016
1
2
M-3.40-03.......
M-3.50-02.......
M-5.10-02.......
M-7.50-01.......
M-9.50-02......
6/3/11
6/3/11
6/3/11
1/30/07
6/24/14
Crosswalk Improvements
Citv of Bremerton. Washington
Federal Aid # STPUS-9918(015)
M-20.50-02
......... 6/3/11
M-24.20-02.......
4/20/15
M-24.40-02.......
4/20/15
M-24.50-00
....... 6/16/11
M-24.60-04.......6/24/
14
74
M-65.10-02......5/11
/11
M-80.10-01......
6/3/11
M-80.20-00
...... 6/ 10/08
M-80.30-00
...... 6/ 10/08
Special Provisions
Skillings Connolly. Inc.
April 2016
Special Provisions —Appendix A
GeoDesign Inc. Geotechnical Memorandum
August 27, 2015
[Insert Geotech Memo]
Special Provisions -Appendix B
SWPPP
March, 2016
[Insert SWPPP]
V. CONSTRUCTION PLANS.
[Construction Plans Bound Separately]
APPENDIX A
Federal Aid Provisions FHWA-1273
REQUIRED CONTRACT PROVISIONS
FEDERAL -AID CONSTRUCTION CONTRACTS
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 Governmentwide 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 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.
FHWA-1273 -- Revised May 1, 2012
3. A breach of any of the stipulations contained in these
Required Contract Provisions may be sufficient grounds for
withholding 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 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 Federal 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 office
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 will 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 meetings, 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.
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.
b. Consistent with the contractor's work force requirements
and as permissible under Federal 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 /
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.
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 obligations.
10. Assurance Required by 49 CFR 26.13(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.
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 that 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, restrooms, 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.
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.
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 shall maintain the full social
security number and current address of each covered worker,
and shall 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 required 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) o'
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,
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.
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
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 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 lower 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
(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
T h i s p r o v i s i o n i s 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).
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
T h i s p r o v i s i o n i s 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
WATER POLLUTION CONTROL ACT
This provision is applicable to all Federal -aid construction
contracts and to all related subcontracts.
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 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).
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.epis.ciov/), 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 voluntarily excluded from
participating in covered transactions by any Federal
department or agency;
(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
10
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 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 (htti)s://www.epls.gov/), 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 a 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.
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 the
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.
11
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 (1c) 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.
12
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.
APPENDIX B
Washington State Prevailing Wages
Benefit Code Key
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: 03/14/2016
cougty. Trade
Job Classification
Waje HolidayOvertime
Notel
Kitsap aAsbestos Abatement Workers
!Journey Level
i $43.951 5D
1H
Kitsap
Boilermakers
y Level
Kitsap
Kitsap
1Brick Mason
Brick Mason
;Journey Level $52.82! 5A j
Pointer -Caulker -Cleaner 1 $52.82, 5A j
IM
1M
Kitsap
!Building Service Employees
M
!Janitor
$9.471
Kitsap--i
Building Service Employees
;Buildinp, Service Employees—
IShampooer $9 * 47
.Kitsap
;Waxer
$9.47 ,
Kitsap Fd
-iul ing Service Employees
.
. . .......
Window Cleaner
$13.22,
Kitsap lCabinet Makers (in SbQW
KitsapAcoustical
Journey Level
Worker
$23.72;
$54.02i 5D ---4—C
;Carpenters
I Bridge, Dock And Wharf
!Carpenters
$54.02; 5D
Kitsap Car enters
Car enter $54.P�2 _Q 4C
Kitsap
Kitsap
!Carpenters
lCarpenters
,Carpenters on Stationary Tools
Creosoted Material
T--
$54.15* 5D
$54.12, 5D
44C
Kitsap :Carpenters_
p
Floor Finisher $54.021 5D j
4C
Kitsap
..........
!Carpenters
Floor Layer
AC
$54.021 4C
Kitsap
lCarp enters
.........
iScaffold
Erector
$54.02 5D 1
4C
Kitsap
[Kitsap
lCement Masons
Journey Level $53.95. 7A M
Divers Et Tenders
Diver
.$107.221 5D I
4C
8A
. .. ...........
Kitsap Et Tenders
Diver On Standby
----- -
i $64.421 5D
4C
_jDivers
Kitsap !Divers Et Tenders
i
Diver Tender
$58.33 5D
AC
Kitsap
Divers Et Tenders
!Surface
Rcv Et Rov Operator
j $58.33 5D I
4C
... . ........ .....
Kitsap
Divers Et Tenders
Surface Rcv Et Rov Operator
$54.27� 5A
4C
Tender
Kitsap
IDredee Workers
Assistant Engineer
$56.44 5DT
LF
I
!Kitsap
Dredge Workers
;Assistant
Mate (Deckhand)
$56.00; 5D
3F
—Lp—
Dredge Workers
men $56.�41 5D' LF
Kitsap Dredge Workers ;Engineer
Kitsap Dredge Workers ,Leverman,
KitsapDredQe Workers
,Dredge
Welder I
- -- -
Hydraulic
Mates
—
$57.51; 5D
-
$58.671t 5D j
$56.44; 5D ;
3F 1
3F
3F
Kitsap Workers
Oiler
$56.00= 5D
3F
Kitsap =Drywall Applicator _ ,Journey
y-- -- _
Level_
—� J
$54.02-5D
1H_
Kitsap Arywatt Tapers
Kitsap iElectrical Fixture Maintenance
Journey Level —
Journey Level i
$4.07 5P--
$31.74'
JE
.1
Y
Workers
Kitsap !Electricians - Inside lJourney
Level
$51.26
1
Kitsap !Electricians - Motor Shop——iCraftsman
KitsapElectricians - Motor Sho� 'Journey
_
-- �_^-- i
Level —$14.691
$15.37;
1�
1
Kitsap .Electricians - Powerline
Cable Splicer
$74.921 5A 1
4D
:Construction'--
Kitsap Electricians -Powerline
------- --_— '—�_
Certified Line Welder$65.71
1
5A
— '
4D
—
(Construction
j
Kitsap Electricians - Powerline
Groundperson ;
$44.12; 5A� 1
4D
Construction -
Kitsap Electricians - Powerline
—_ ;
Heavy Line Equipment
i
$65.711 5A I
4D—�
Construction _
—4
Operator
Kitsap Electricians - Powerline
:Journey Level Lineperson
$65.71; 5A 1
4D
lConstruction
(
_
Kitsap
;Electricians - Powerline
Line Equipment Operator
_
$55.34
5A
4D
Construction
Kitsap Electricians - Powerline
; Pole Sprayer
�—
$65.71;
5A
; 4D
jConstruction
Kitsap Electricians - Powerline
1
---_—Construction--
Kitsap !Electronic Technicians
Powderperson
jJourney Level
$49.16
--
$44.76;
5A
—
7E
4D
! 1D
i
,
Kitsap Elevator Constructors
Mechanic
$85.451
7D
4A
Kitsap jElevator Constructors
KitsapFabricated Precast Concrete
iMechanic In Charge
Journey Level - In-Factory
; $92.35,
, $13.501
7D
4A
1
— Products _ — —Work
Only —
'
Kitsap ' Fence Erectors _ —
Kitsap
;Fence Erector
$13.801
1
Fence Erectors
Fence Laborer
$11.60—-1
Kitsap
Kitsap ___i
._.._.___.._..--__...__..__.__.._______.___
:Flaggers —_--
(Glaziers
'Journey Level$37.26E—
Journey Level
-
7A
, $56.16; 7L
31
1Y
V
-
Kitsap
SHeat it Frost Insulators And
!Asbestos Workers
Journeyman
$63.181 5.1
1S
Kitsap
Heating Equipment Mechanics
----
Level
Journey Level
y
$72.83 7F
-- JE
--
Kitsap
KitsapIndl
a_�
HodCarriers ft Mason Tenders
'Hod Carriers
ustrial Power Vacuum
_ _
Journey Level
Journey Level — --
'; $45.32; 7A
$29.89
' 31
1
Cleaner
_
3
I
I
Kitsap
Inland Boatmen
;Boat Operator$56.781—
566^1K
Kitsap
Inland Boatmen
Cook _
$53.301 5B
1K
`Kitsap
Inland Boatmen
1Deckhand
1 $53.30; 5B
1K
Kitsap
Inland Boatmen
Deckhand Engineer
1 $54.32 5B
1K
Kitsap- Inland Boatmen-�_
-.--iMate
,Launch Operator,�-$55.57
5B
1K
i
Kitsap!Inland Boatmen
1 $55 57.
5B
1K
--
Kitsap Inspection/Cleaning/Sealing
Of
Cleaner Operator, Foamer
i $9.73
1
k'Sewer Et Water Systems By
1Operator
Remote Control
Kitsap I n spection/Cleaning/Sealing
0
Grout Truck Operator
$11.48;
1
1
Sewer Et Water Systems By
Remote Control
I I
Kitsap ,Inspection/Cleaning/Sealing
Of
Head Operator--^ —�
- ; $12.78;
I
1
=Sewer Et Water Systems By
i
I Remote Control
1
I
_
Kitsap Inspection/Cleaning/Sealing
Of
ITv Truck Operator ----
$24.17'-
jSewer Et Water Systems By
—� Remote Control
Kitsap Applicators
Journey Level
$54.02;
5D
4C
I
_!Insulation
Kitsap 1ronworkers
KitsapjLaborers
_^Journeyman
$63.53:
i
,Air, Gas Or Electric Vibrating $43.95
7N
7A
10
31
;
Kitsap Laborers
;Screed
Airtrac Drill Operator
j
�$45.321 7A 31
Kitsap 1'Laborers -
Kitsap- Laborers
Ballast Regular Machine
Batch Weighman
$43.95;
-$37.26;
7A - 31 I
7A € 31 €
- -�--
-_--
--
KitsapjLaborers
Brick Pavers
I $43.95
7A
31
Kitsap�__
_ Laborers - -
....._...__. ___..._.._.__...... _._. r......__...____......___.......____-__
Brush CutterM $43.951 7A
31
Kitsap ;LaborersBrushg
j
er
Feeder ed
� $43.95;
7A
31
Kitsap Laborers
_ _
Burner
$43.951 7A
Kitsap ,Laborers 'Caisson
Kitsap Laborers
Worker i $45.32; 7A 31
Carpenter Tender $43.951 7A�
31
l
Kitsap ;Laborers
!Caulker
i $43.951
7A
31
Kitsap Laborers
_
Cement Dumper-paving I $44.76
7A 1 ._..._.__....---
31
;
Kitsap jLaborers _ €Cement
Kitsap Laborers —Y
?Change
Finisher Tender 1 $43.95:
House Or Dry Shack _ $43.95;
7A € 31
7A 31
Kitsap 1 Laborers
_
;Chipping
Gun (under 30 Lbs.)
$43.951
7A ;
31
I Kitsap Laborers
Chipping Gun(30 Lbs. And
I $44.761
7A !
31
Over)
I
i
I Kitsap ,Laborers
____.__......._.___..........
Choker Setter
___
$43.95:
7A I
31
Kitsap Laborers
,Chuck
Tender - -
! $43.95;
7A
31
Kitsap ;Laborers
;Clary
Power Spreader
$44.76;
7A I
31
Kitsap;Laborers
----'Concrete
-Clean-up Laborer
--�
$43.95; 7A 31
[KitsapLaborers
Du
Dumper/chute
Operator
$44.76;
I
7A €
-
31
j
KitsapLaborers__
Concrete Form Stripper ��$43 95 7A 31
a Kitsap jLaborers
!Concrete
Placement Crew
i $44.761
7A
31
I I
`Kitsap Laborers
Concrete Saw Operator/core $44.76`
7A
-31
f
Dnller
Kitsap =Laborers
Kitsap I Laborers
r Feeder
Curing Laborer
$37.26;
I $43.95'
7A 31 I _
7A 31
Kitsap ;Laborers
!Demolition: Wrecking Et
1 $43.95;
7A i
31
1
Kitsap Laborers -
;Moving (incl. Charred Material),
Ditch Digger $43.95
7A
31 -�
Kitsap---Laborers_ --
Kitsap Laborers
Diver
Drill Operator
f $45.32; 7A
$44.76 7A
31 i
31
t
Kitsap Laborers
(hydraulic, diamond)
Dry Stack• Walls
$43.95;
7A
31-�
Kitsap Laborers Dump Person -� _ j _ $43.95 7A
Kitsap Laborers ;Epoxy Technician $43.951 7A +
Kitsap Laborers Erosion Control Worker $43.95 7A
-
Laborers Et Bucker Chain Saw $44.761 7A
31 1
31
31
31
_
,Kitsap
Kitsap Laborers _.._____.____.-__._..____..-•-Fine
;Faller
Graders—�---.�--.----
1 $43.95!
7A %-�-_-
—3i____._
_.._
Kitsap ILaborers �IFirewatch $37.26?
7A
31 }
Kitsap 1 Laborers
Form Setter $43.95 i
-I
TTGabian
7A
31
Kitsap Laborers _
Kitsap =rers �- `
Basket Builders
-� General Laborer
$43.95'
1 $43.95
7A 1
7A
31
31
Kitsap ;Laborers
,Grade Checker Et Transit
$45.32
7A
31 1
�
Kitsap Laborers
Person
Grinders
-
a __
$43.951
4
7A
31
Kitsap Laborers
Grout Machine Tender $43.95_
7A 1
31 i
Kitsap Laborers
Groutmen (pressure)including
Post Tension Beams
1$44.761
!
7A
31
l
Kitsap ,Laborers
Kitsap ( Laborers
Guardrail Erector ! $43.95
Hazardous) Waste Worker (level $45.321
A
7A
7A
31
31
Kitsap ILaborers
W
-.'Hazardous Waste Worker (level; $44.764
E
B)
7A
! 31
Kitsap Laborers
-
Hazardous Waste Worker (level ! $43.95 7A
C) w
4
31
Kitsap_; Laborers _
Kitsap Laborers ��-
_ _ High Scaler
Jackhammer
_$45.32; 7A
�f $44.761 7A�
1 31
31 _
° Kitsap Laborers
Kitsap
I Laserbeam Operator
-'rMaintenance Person
$44.76: 7A
$43.A-
1 31
31
_Laborers �- ^--
Kitsap !Laborers
Kitsap Laborers
Manhole Builder-mudman
d Per
Material Yard n
MaterialPerso
$44.761 _ 7A
$43.951 7A
i
- 31
�
-'
--
Kitsap !Laborers
:Motorman-dinky Locomotive
f_
$44.76.
7A
� 31
Kitsap Laborers
Nozzleman (concrete Pump,
$44.761
7A
31
►Green Cutter When Using
; 1
Combination Of High Pressure
Air Et Water On Concrete Et
1
Rock, Sandblast, Gunite,
1
Shotcrete, Water Bla
Kitsap
Kitsap
jLaborers�
Laborers
jPavement,Breaker„
Pilot Car
L_-....__________�____
$44.76 7A
$37.26 7A
! _ 31
31
1 -
Kitsap
Kitsap
1 Laborers
borers
_
! Pipe Layer Lead
Pipe Layer/tailor
$45.321
$44.76
7A
7A
I� 31
31
Kitsap
Kitsap
? Laborers ! Pipe Pot Tender
TLaborers Pipe Reliner
$44.76; 7A 1 31
— 44.76 7A 31
Kitsap
Kitsap
Kitsa
11-aborers
Laborers
Pipe Wrapper $44.76` 7A 31 j
�--_—__`---------+—
Pot Tender $43.95 7A- 31—�
Kitsap
; Laborers
Powderman _ _
—
i $45.32"
7A
31 i
Kitsap
Laborers
Powderman's Helper
$43.95!
7A
31
Kitsap
Kitsap
1 Laborers
Laborers
Power Jacks $44.76
Railroad Spike Puller - Power $44.76
7A
7A
____...._...__..__._-.....__..._..___
31
Kitsap
Kitsap
Laborers -- _
Laborers
Raker - Asphalt _
Re-timberman
— j $45.32
. 321
7A
7A
31--
31 i
'Kitsap
Kitsap
'Laborers
Laborers
iRemote Equipment Operator $44.76? 7A —31
Rigger/signal Person $44.76 7A 31
l Kitsap
Kitsap
Kitsap
; Laborers
Laborers
!
' Laborers
Rip Rap Person` $43.951 7A 31
Rivet Buster $44.761 7A 31
Rodder ; $44.761 7A 31
Kitsap
,
Laborers Scaffold Erector $43.95 7A I 31 I
Kitsap
;Laborers
'Scale Person
E $43.951
7A
i 31
Kitsap
_-...._.__-..__..�.___...._..____._._...--__.___.._._..._...__..._.._....__
Laborers
Sloper (over 20")
$44.761
_
7A 31
Kitsap
1 Laborers
.
Sloper Sprayer
= $43.954
7A
31
Kitsap
— _
Laborers
'S reader concrete , 44.76
_
7A �� 31
Kitsap
j Laborers
!Stake Hopper
$43.95
7A
i _ 31
—31
Kitsap
Laborers
;Stock Piler
$43.95
7A
r s
Kitsap
Laborers
Tamper Ft Similar Electric,
Air $44.76;
7A
_
1 31 1
Gas Operated Tools
'
Kitsap
.._._TEt
TLaborers Tamper (multiple £t Self-
$44.76.
7A
�
propelled)
Kitsap
Laborers
TTimber Person - Sewer (tagger, i $44.76;
7A
1 31 1
Shorer It Cribber)
S
3
Kitsap
Laborers
'Toolroom Person (at Jobsite) 1 $43.951 7A'
; 31 —
KitsapTLaborers
_.__.
Topper 1 $43.951
_.....
_7A
— _._.
_..... T 31
Kitsap .Laborers
;Track Laborer
$43.951
7A
i 31 1
Kitsap ;Laborers
__._._..._
—
Liner (power)
_ $44.76'
i
7A
31 1
Kitsap
_
Laborers
— ,!Track
Traffic Control Laborer
$39.841 7A
—
31 1 8R p
Kitsap =Laborers
KitsapLaborers
........ _._
'Traffic Control Supervisor
___——_
_.._—._P --_--
$39.84
— ----
7A
31 _ i 8R i
_ _
Truck Spotter
$43.95
7A 31
I Kitsap ��
Kitsap
Laborers _ — _--
Laborers
-- Tugger Operator — — — $4476
Tunnel Work -Compressed Air $74.29
7A
7A
—_f — 31 —
Kitsap
Laborers --
0-30 psi �
ITunnet Work -Compressed Air 1 $79.321
'Worker
7A
p
31 — 8�
.•___._.—_.
.._......... .—.---._....._._......._._._..______
30.01-44.00 psi
1
Kitsap I
Laborers
Tunnel Work -Compressed Air $83.00
Worker 44.01-54.00 psi
7A
! 31 ' 84
IV LiGtH LQUVI CI
Kitsap
unnet WOO -Compresses Air )&s. /u /A 31 1 80
Worker 54.01-60.00 psi s T
Tunnel Work -Compressed Air 1 $90.821 7A 31
i 3 1 Worker 60.01-64.00 psi
Kitsap Laborers Tunnel Work -Compressed Air $95.92 7A 31
Worker 64.01-68.00 psi E
Kitsap ;Laborers iTunnel Work -Compressed Air F $97.821 7A 318(
Worker 68.01-70.00 psi E j
Kitsap Laborers ;Tunnel Work -Compressed Air $99.821 7A 31 8�
!Worker 70.01-72.00psi I
[Kitsap ;Laborers Tunnel Work -Compressed Air 1$101.821 7A ; 31 8�
Worker 72.01-74.00 psi
I
1 Kitsap `Laborers 'Tunnel Work-Guage and Lock $45.422 7A �- 31 I
Tender
_......_... ....... _
KitsapM Laborers
^-_..__Y_...._......._._-_.....__._._..,.....Tunnel Work -Miner ���----!V $45.4214Y� 7A Yui 31 8� I
Kitsap 'Laborers Vibrator $44.76; 7A 31
[Kitsap Laborers Vinyl Seamer $43.951 7A i 31 1 I
Kitsap`. Laborers lWatchman $33.861 7A 31
Kitsap Laborers ;Welder $44.761 7A i !A 31
Kitsap ;Laborers ;Well Point Laborer $44.761 7A 31
Kitsap Laborers _ 'Window Washer/cleaner $33.861 7A 31 F
Kitsap ;Laborers = Underground Sewer jGeneral Laborer Et Topman $43.95€ 7A 31
,
1 Et Water +
Kitsap 'Laborers - Underground Sewer Pipe Layer $44.761 7A ; 31
,
Et Water
Kitsap ;Landscape Construction jIrrigation Or Lawn Sprinkler ; $9.471 1 1
Installers I
Kitsap jLandscape Construction 'Landscape Equipment $10.051 1
I Operators Or Truck Drivers
4
+ +
KitsapSLandscape Construction 'Landscaping Or Planting $12.92; 1 I -,
Laborers
Kitsap (Lathers iIJOURNEY LEVEL $21 00! 1 ?
-
Kitsap ::Marble Setters ;Journey Level $52.82: 5A ; 1M
Kitsap IMetal Fabrication (In Shop) Fitter $26.961Kitsap 'Metal Fabrication (In ShoplY� 1Laborer ? $9.47+ 1
Kitsap !Metal Fabrication (In Shop} IMachine Operator $13.83;
Kitsap Metal Fabrication (In Shop) ;Welder _ $13.83; 1 i
Kitsap Millwright __...__._.._....._...._.............
_-`Journey Level -$44.89 1..__.__..;.-_---_-----i
--�- _ _ ___ ___....__._----...- ..........._. _.-.-.--._..... __..._.._...-......----- ..._......_...-..__._.._......__..._._.._.�..------ ___.._ ._.........__.._.
Kitsap !Modular Buildings iCabinet Assembly $11.56! 1
Kitsap Modular Buildings Electrician $11.56 ~�1-
jKitsap {Modular BuitdinQs� __........... Equipment Maintenance ........1.- $11.561-�__�---�..�_...--1 ..............i Kitsap Modular Modular Buildings ;Plumber 1 $11.56; +
Kitsap ±Modular Buildings ;Production Worker $9.47; 1
Kitsap =Modular Buildings Tool Maintenance $11.561 1
_
=Kitsap ;Modular Buildings Utility Person 1 $11.56 1
Kitsap Modular Buildings Welder $11.56;
Kitsap `Painters :Journey Levet $39.35 `6Z 2B i ...............
Kitsap ;Pile Driver •Journey Level $54271
5D 4C
A Kitsap
;Plasterers
Asphalt Plant Operators i $56.94' 7A 3C
Journey Level
$51.68; 74 1 R
Kitsap__......._.._...._
: Playground Et Park Equipment
_..._....__._....__._......____._....._._
Journey Level
..._.._._._�...__.___.........................._ ___.._.....__._.._ _ __.__..._._.
f $9.47; 1 i
;Power Equipment Operators
Power Equipment Operators
'Installers
_.----_.----_____.....__._...___.._.._
....... ...... _..... _;..__...._....._...._......_........
+
$56.44;1, 7A ! 3C j 8P
IKitsap
;Plumbers Et Pipefitters
.... __-_.__.._........___.._
'Journey Level
_._.._.. _._...__.....___..._ ..._.__....._... ............. ............. .... ... __
` $65.52 5A 1G
'Power Equipment Operators
Power Eouipment Operators �Brokk
Kitsap
.
!Power Eouipment Operators
Asphalt Plant Operators i $56.94' 7A 3C
8P d
IK itsap
; Power Equipment Operators
Assistant Engineer $53.57; . 7A 3C
8P
Kitsap
Kitsap
;Power Equipment Operators
Power Equipment Operators
;Barrier Machine (zipper) $56.441 7A 3C
Batch Plant Operator, $56.44 7A 3C
8P
8P
+
$56.44;1, 7A ! 3C j 8P
Concrete
'Tons With Attachments
Kitsap
Kitsap
'Power Equipment Operators
Power Eouipment Operators �Brokk
3Bobcat i $53.57; 7A 3C
- Remote Demolition $53.57 7A 3C
+Equipment
8P
8P
Kitsap
!Power Eouipment Operators
'Brooms $53.57; 7A i 3C
8P
Kitsap
_...._._. __......__...._._....._.._...:....._...... _. – ............_-..__...__.. ..._.._._.—........_.....:-......._._......
Cutter I $56.44 7A 3C
_..
--....
8P
Power Equipment Operators JBump
Kitsap
L. ..
;Kitsap
Kitsap
Power Eguigment Operators
,
Cableways $56.94! 7A 3C
$56.44 7A 3C
_..._...._i
;Compressor ' $53 57= 7A 3C
8P t
8P
8P
;Power Equipment Operators ;Chipper
Power Equipment Operators
Kitsap
Power Equipment Operators
Concrete Pump: Truck Mount i $56.94 7A 3C
8P
With Boom Attachment Over
!Attachments)f
f
�4-2 MM----
Finish Machine -laser $53.57; 7A i 3C
8P
Kitsap
Power Equipment Operators 3Comcrete
;Screed
f
Kitsap
Power Equipment Operators
Concrete Pump - Mounted Or $56.001 7A I 3C
8P
Trailer High Pressure Line
Pump, Pump High Pressure.
Kitsap :Power
Equipment Operators
Concrete Pump: Truck Mount $56.44, 7A ' 3C !
8P
'With
142m
Boom Attachment Up To '
i
p'Kitsap
;Power Equipment
Operators
±Conveyors '
$56.00F 7A - 3C = 8P !
I Kitsap
Power Equipment
Operators !Cranes Friction: 200 tons and
$58.67= 7A f 3C 8P
(Kitsap
___..._...............__.._...
_.
;Power Equipment
;over
___._........._..._..__.._._.-.,__..........,..__.3_.__........_...._......_..._....._...._.__._.._....--'_.-_'-.•-----.__.i..._....__._-----__....:..._..-........._.__......_...y......._.....__....._.__......__�..._._..._.._....._...__.4
Operators !Cranes: 20 Tons Through 44
+
$56.44;1, 7A ! 3C j 8P
'Tons With Attachments
f
_.._..__........._.
Kitsap
-..__..._._.w_.__..__ ... ........ .._.... ....._..__..... --
'Power Equipment Operators
!Cranes: 100 Tons Through 199 !
$57.51: 7A 3C
8P
s
'Tons,
Or 150' Of Boom
(Including Jib With
3
!Attachments)f
f
.Kitsap 1Power Equipment Operators Cranes: 200 tons- 299 tons, or ' $58.101 7A 3C 8P
250' of boom including jib `
i.-
with attachments
Kitsap Power Eouipment Operators (Cranes: 300 tons and over or f $58.67: 7A 3C 8P
;300' of boom including jib
I !with attachments
Kitsap Power Equipment Operators Cranes: 45 Tons Through 99 i $56.94` 7A 3C 8P
Tons, Under 150' Of Boom i
i (including Jib With
{ _ Attachments) I
Kitsap 'Power Equipment Operators Cranes: A -frame - 10 Tons And' $53.57; 7A 3C 8P
j
i Under ' f
i ` ;
Kitsap ?Power
Equipment Operators
ithrough
Cranes: Friction cranes $58.101 7A
199 tons ! i
3C
8P
Kitsap
Power Eouipment Operators
Cranes: Through 19 Tons With I $56.001 7A
Attachments A -frame Over 10
3C
8P
- ---
--- - —_
Tons
Kitsap ;Power
Equipment Operators
Crusher _ $56.44 7A
3C s
8P
Kitsap !Power
Equipment Operators
Deck Engineer/deck Winches $56.441 7A
(Power)__.__--------..__.-----._ �—�___�--------
3C
��
8P
Kitsap iPower
V
Equipment Operators !Derricks,
On Building Work i $56.941 7A
3C
8P
Kitsap I
Power Equipment Operators
Dozers D-9 Et Under ; $56.00 7A
3C
8P
Kitsap
;Power Equipment Operators
Drill Oilers: Auger Type, Truck$56.00' 7A
3C
s 8P
Kitsap
lOr
Power Equipment Operators jDnlling
Crane Mount
Machine $57.51 7A
3C_
8P
Kitsap
Power Equipment Operators
Elevator And Man -lift: $53.57; 7A 1
3C
8P
Kitsap
Power Equipment Operators
Permanent And Shaft Type
Finishing Machine, Bidwell AndT $56.441 7A
Gamaco Et Similar Equipment
3C
8P
Kitsap
Power Equipment Operators
Forklift: 3000 Lbs And Over $56.00t 7A
3C
8P
Kitsa-'Power
Equipment Operators
With Attachments _
Forklifts: Under 3000 Lbs. With $53.571 7A
Attachments
3C
.8P
-
Kitsap
!Power Equipment Operators
Grade Engineer: Using Blue j $56.44; 7A
3C
8P
,Kitsap
Power Equipment Operators
Prints, Cut Sheets, Etc
Gradechecker/stakeman $53.57�i 7A
3C
8P
Kitsap
Power Equipment Operators
:Guardrail Punch _ $56.441 7A
—
3C
8P
Kitsap
Power Equipment Operators
Hard Tail End Dump — $56.94 - 7A
3C
8P
'Articulating Off- Road
aEquipment
45 Yards. Et Over
Kitsap
----
;Power Equipment Operators
!Hard Tail End Dump ; $56.44; 7A
3C -
8P
;Articulating .Off-road
;Equipment Under 45 Yards ?
Kitsap
!Power Equipment Operators
Horizontal/directional Drill $56.0011 7A
Locator
3C
1 8P
Kitsap
Power Equipment Operators
—
!Horizontal/ directional Drill 1 $56.44` 7A-
3C
! 8P
-
Kitsap
!Power Equipment Operators
Operator
i ----------__--- --- -
Hydralifts/boom Trucks Over $56.00 7A
-
3C
---
8P
T--�—
X10 Tons
I
Kitsap
Power Equipment Operators
1 Hydralifts/ boom Trucks, 10 $53.57 7A
3C
8P
#Tons And Under___
Kitsap
Power Equipment Operators
Loader, Overhead 8 Yards. Et i $57.51 7A
Over
3C ~-
_8P _
Kitsap
'I iPower Equipment OperatorsLoader,
Overhead, 6 Yards. $56.94; 7A
i 3C
8P
_i
Kitsap
Power Equipment Operators
'But Not Including 8 Yards
Loaders, Overhead Under 6 $56.44 7A
3C
!
8P
Yards - —
-8P
Kitsap
Kitsap
!Power Equipment Operators
Power Equipment Operators
Loaders, Plant Feed _ _$56.44; 7A
Loaders: Elevating Type Belt $56.00 7A
1 3C
3C -
_
8P
Kitsap
;Power Equipment Operators
;Locomotives, All $56.441 7A
3C
I 8P
Kitsap !Power Equipment Operators
Material Transfer Device
! $56.441'
7A 3C
8P
Kitsap
! Power Equipment
Operators
Mechanics, All (leadmen -
$57.51'
7A ; 3C
! 8P
$0.50 Per Hour Over Mechanic);
�+
_.94!
Kitsap
Power Equipment
Operators
Motor Patrol Graders
$56
7A 3C
8P
kKitsap
,Power Equipment
Operators
;Mucking Machine, Mole,
$56.94E
7A 3C
i 8P
!Tunnel Drill, Boring, Road
r
Header And/or Shield
!
Kitsap
,Power Eguiqment
Operators
Oil Distributors, Blower
$53.571' 7A ; 3C
8P
Distribution Et Mulch Seeding
Operator
1 !
kKitsap
Power Equipment
Operators
(Outside Hoists (elevators And
j $56.001
7A 3C
8P
3
Manlifts), Air Tuggers,strato
Kitsap !Power Equipment
i !
Operators
Overhead, Bridge Type Crane:
20 Tons Through 44 Tons
$56.441
; 1.
7A 3C 8P I
Kitsap
;Power Equipment
Operators
Overhead, Bridge Type: 100
$57.51:
7A 3C
8P
'
;Tons And Over
!
Kitsap
Power Equipment Operators
:Overhead, Bridge Type: 45C
$56.94
7A 3C
—l8P
i
Kitsap
'Tons Through 99 Tons
Kitsap
!Power Equipment
Power Equipment
Operators
Operators
Pavement Breaker $53.57;
Pile Driver (other Than Crane$56.441
7A 3C
7A 3C
8P
8P
!
Mount)
! €
I
Kitsap
!Power Equipment
Operators
I Plant Oiler - Asphalt, Crusher
':. $56.00
7A ! 3C
8P
Kitsap!Poi
wer Equipment
Operators
Posthole Digger, Mechanical ! $53.57
7A 3C
f 8P
Kitsap
Kitsap
' Power Equipment Operators
!Power Equipment Operators
' Power Plant
Pumps -
$53.57;
; $5_3.57
7A 3C
7A 3C
° 8P
L8P 1
Kitsap
Kitsap
;Power Equipment
(Power Equipment
_
Operators
Operators
_Wa_ter _
Quad 9, Hd 41, D10 And Over
Quick Tower - No Cab, Under
$56.941
f $53.57
7A 3C
7A ! 3C
( 8P 3
8P
100 Feet In Height Based To
3
I
Boom
Kitsap
!Power Equipment
Operators
Remote Control Operator On
! $56.94
7A 3C
1 8P
jRubber
Tired Earth Moving
IEquipm_ent
Kitsap -Power E ui ment Operators _
q p p
Rigger And Bellman
gg i $53.57'
—~ ��--
7A i 3C
— —
8P
!Kitsap
!Power Equipment
Operators
Rigger/Signal Person, Bellman
(Certified)
$56.00'
7A ! 3C
` 8P
Kitsap Power Equipment
Operators
Rollagon`~ _ ~--'-- ! $56.94; 7A 3C
; 8P '
Kitsap
;Power Equipment
!Roller,
Other Than Plant Mix
$53.57
7A
Operators
3C-
4
8P
Kitsap
!P Eo Power quipment
Operators
Roller, Plant Mix Or Multi -lift
$56.00
7A 3C
j 8P
Materials
i
i
!
Kitsap
! Power Equipment
Operators
1'
Roto -mill, Roto -grinder
' $56.441
7A 1' 3C
8P
Kitsap !Power Equipment
Operators
Saws - Concrete
1 $56.00!
7A 3C
i 8P
Kitsap
Power Equipment
OperatorsJScraper,
Self Propelled Under
$56.44
7A i 3C
8P
i
145
Yards
Kap
Power Equipment
Operators
Scrapers - Concrete Et Carry A11.1' $56.001
7A 3C
I 8P
Kitsap
'Power Equipment
Operators
':Scrapers,
IYards.And
Self-propelled: 45
! $56.94;
7A 3C
! 8P
Over
Kitsap
-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, ! $56.001 7A i
Under 15 Metric Tons.
3C
8P '
_Tractors
-
Kitsap !Power
Equipment Operators
Shovel, Excavator, Backhoe: $56.94: 7A
3C
8P
jOver
30 Metric Tons To 50
F
Metric Tons I
4
Kitsap��Poer
Equipment Operators
�Shovel, Excavator, Backhoes, $56.44 7A
3C
i 8P
Kitsap
Equipment Operators
Tractors: 15 To 30 Metric Tons
Shovel, Excavator, Backhoes: $57.51 7A
3C
8P
;Power
E
,
;Over 50 Metric Tons To 90
#
Metric Tons
_
Kitsap
'Power Equipment Operators
_
Shovel, Excavator, Backhoes: ; $58.10 A
r 3C
8P
'
Over 90 Metric Tons ;
!
Kitsap
1Power Equipment Operators
Slipform Pavers $56.94 7A
3C
,
Kitsap
---
Power Equipment Operators
_ -
Spreader, Topsider Et ! $56.94 7A
------ -
3C
- 8P --
8P
Screedman
Kitsap
jPower Equipment Operators
FSubgrader Trimmer !__$56.441 7A
I 3C
1 8P
xKitsap
Power Equipment Operators
Tower Bucket Elevators $56.00
7A
3C
8P
Kitsap
Pow Equipment Operators
Tower Crane Up To 175' In $57.51
7A
3C
8P
Kitsap
Power Equipment Operators
!Height Base To Boom
Tower Crane: over 175' _ $58.10
7A
3C
8P
,
through 250' in height, base to
boom
Kitsap
'Power Equipment Operators
Tower Cranes: over 250' in $58.671
7A
3C
8P
'height from base to boom
Kitsap
;Power Equipment Operators
Transporters, All Track Or i $56.94
Truck Type
7A
3C
8P
itsap _
!Power Eauipment_O_perators
Trenching Machines_ $56.001'
7A
—
3C
j 8P
[Kitsap
+Power Equipment Operators
Truck Crane Oiler/driver - 100 $56.44
7A
3C
—
Kitsap
__
Power Equipment Operators _
Tons And Over
Truck Crane Oiler/driver $56.00
7A
3C
I
;
Kitsap
_!Under
Power Equipment Operators-
100 Tons_
Truck Mount Portable $56.44
7A
3C
8P
Kitsa!Power
Equipment Operators
Conveyor j
;'Welder $56 4949
7A
i !
8P
Kitsap
Power Equipment Operators
Wheel Tractors, Farma_ l_l Type $53.57
- —
7A _�
-
_3C
- 3C
8P
Kitsap
Kitsap
Power Equipment Operators
Power Equipment Operators-
iYo Yo Pay Dozer— $56.44�Y
Asphalt Plant Operators $56.947A
7A
3C
3C
8P
8P
UnderQround Sewer Et Water
i
_
Kitsap
!Power Equipment Operators-
Assistant Engineer 1 $53.571
7A
, 3C
8P
_
Kitsap
' UnderQround Sewer Et Water
jPower Equipment Operators-
Underground Sewer Et Water
_
Barrier Machine (zipper) $56.44
7A
3
i 3C
8P
--
Kitsap
1Power Equipment Operators-
IBatch Plant Operator, $56.44
7A
i 3C
—
8P
_Underground
Kitsap
Sewer Et Water
Power Equipment Operators-
;Concrete ---_-__— ;
Bobcat $53.57
I
7A
; 3C
8P
(Underground Sewer Et Water
Kitsap
;Power Equipment Operators-
}Brokk - Remote Demolition I $53.57
7A
3C
8P
----Underground
Sewer Et Water
1Equipment�
j
i
,IKitsap 1Power Equipment Operators-
;Underground Sewer Et Water
I Kitsap Power Equipment Operators-
E 'Underground Sewer Et Water
Kitsap !Power Equipment Operators-
(Underground Sewer Et Water
Kitsap ;Power Equipment Operators-
;Underground Sewer Et Water
Kitsap (Power Equipment Operators-
Underground Sewer Et Water
Kitsap !Power Equipment Operators-
!Underground Sewer Et Water
Brooms
I
'Bump Cutter
Cableways
'
!Chipper
Compressor - _ T
Concrete Pump: Truck Mount !
With Boom Attachment Over
X42 M
Concrete Finish Machine -laser
,Screed
$53.571
$56.441;
$56.94
1
$56.44
$53.57
i
$56.94!
i
$53.571
7A
7A
7A
7A
7A-3C
7A
7A
3C ! 8P
3C 8P
3C 8P
3C 8P
!
8P
1 3C ! 8P
...______.__.__.._..�._.____._ ..._
...
3C 8P
I.......
Kitsap Power Equipment Operators-
Underground Sewer Et Water
Kitsap
SPower Equipment Operators-
+Concrete Pump - Mounted Or
$56.00;
7A
;— 3C 8P
;Underground Sewer Et Water
ITrailer High Pressure Line F
Kitsap
;Power Equipment Operators-
'Pump,
Pump High Pressure. !
Concrete Pump: Truck Mount56
444
7A -
,
3C 8P
underground Sewer Et Water
j g
With B !
t Boom Attachment Up To
------------
___Kitsap Power Equipment Operators-
Kitsap
42m
1Conveyors
$56.00;
7A
,
3C = 8P
Underground Sewer Et Water
_.._._. _._..
Kitsap
--..x__.._....____..._....__.._.... ..__ ..._._... _ _ ..... .....
!Power Equipment Operators-
;Underground Sewer Et Water
-•................. __....... --._..._- ----- - :
Cranes Friction: 200 tons and '
over
' - - - -- ----
$58.671 7A
-------
! 3C 8P
Kitsap
'Power Equipment Operators-
;Cranes: 20 Tons Through 44 ;
$56.44;
7A
3C 8P
1Underground Sewer Et Water
Tons With Attachments
Kitsap
!Power Equipment Operators-
Cranes: 100 Tons Through 199
$57.51
7A
_ - --
3C ! 8P
Underground Sewer ft Water
Tons, Or 150' Of Boom
j
(Including Jib With
Attachments)I
1
Kitsap
;Power Equipment Operators-
Cranes: 200 tons- 299 tons, or
$58.101 7A
! 3C ¢ 8P
!Underground Sewer Et Water
;250' of boom including jib ;
!
(with
attachments
!
Kitsap
!Power Equipment Operators.
]Cranes.
300 tons and over or
_
-$58.671
7A -
i - 3C _ �� -8P
1Undemround Sewer Et Water+300'
of boom including jib
!with attachments
I
! +
f
Kitsap
;Power Equipment Operators-
!Cranes: 45 Tons Through 99
$56.941
7A
! 3C '; 8P a
;Underground Sewer Eat Water
jTons, Under 150' Of Boom j
(including Jib With
!
l
d
;Attachments) 1
;....—._____._._.._---...___._....-...._..._..__.___.._-._.._..r_.._.-_...._._.._..___.....-..___
Kitsap !Power Equipment Operators-
___........ _....... ___._..____,_..._._.._..._._.__.._..._._w.___.._•-_
Cranes: A-frame - 10 Tons And
$53.571
7A
! 3C 8P
;Underground Sewer Et Water
r
Under
pK�
tsap
Power Equipment Operators-
Cranes: Friction cranes
$58.10:
7A
3C 8P
Kitsap
Underground Sewer Et Water
—+Power Equipment Operators-
!through 199 tons
Through 19 Tons With
$56.00
7A
3C { 8P
(Cranes:
Underground Sewer Et Water
Attachments A-frame Over 10 j
(Tons
1
Kitsap
Power Equipment Operators-
!Crusher
!
$56.441.
7A
! 3C ' 8P
;Underground Sewer Et Water
,
Kitsap 'Power
N—�
Kitsap ;Power
Kitsap
Equipment Operators- (Deck
Underground Sewer Et Water �(power)
Equipment Operators -Dei
Underground Sewer Et Water
Power Equipment Operators- (Dozers
Underground Sewer Et Water
Engineer/deck Winches I $56.44
rricks, On Building Work $56.941
D-9 Et Under $56.00
7A i
7A
7A i
3C
3C
!
3C i
8P
8P
8P
Kitsap ;Power
Equipment Operators-
Drill Oilers: Auger Type, Truck $56.00;
7A
3C
8P
'Underground
Sewer Et Water
Or Crane Mount !
i
Kitsap
__-_........._.....-._.__...._.__-_
Power Equipment Operators-
Drilling Machine $57.51'
7A
3C
I 8P
Underground Sewer Et Water
Kitsap
Power Equipment Operators-
Elevator And Man -lift: $53.571
7A
3C
8P
Underground Sewer Et Water
Permanent And Shaft Type
KitsapPower
Equipment Operators-
Finishing Machine, Bidwell And i $56.441
7A
I� 3C
8P
_
Kitsap
Underground Sewer Et Water
Power Equipment Operators-
Gamaco Et Similar Equipment-�
3000 Lbs And Over $56.001
7A
!
1 3C
—
8P
Underground Sewer Et Water
iForklift: 1
1With Attachments
Kitsap
Power Equipment Operators-
Forklifts: Under 3000 Lbs. Withj $53.57
7A
3C
8P
Underground Sewer Et Water
Attachments li_T—_�-
Kitsap
_
jPower Equipment Operators-
JGrade Engineer: Using Blue ! $56.441
7A
3C
8P
Kitsap
jUnderground Sewer Et Water
iPower Equipment Operators.
!Prints, Cut Sheets,'Etc _
radechecker/stakeman $53.57
7A
3C
8P
Underground Sewer Et Water
,
Kitsap
;Power Equipment Operators-
IGuardrail Punch $56.441
7A
3C
8P
_
Kitsap
1 Underground Sewer Et Water _
Power
_~--�
Equipment Operators-
}Underground
Hard Tail End Dump $56.94
7A
3C
8P
Sewer Et Water
Articulating Off- Road
Equipment 45 Yards. Et Over
—
Kitsap
Power Equipment Operators-
Underground Sewer Et
Hard Tail End Dump 1 $56.44;
'Articulating
7A4
3C
i 8P
Water
Off-road
1
Kitsap
!Power Equipment Operators-
(Underground Sewer Et Water
Equipment Under 45 Yards
Horizontal/directional Drill $56.00
Locator
7A
j
3C
8P
Kitsap
Power Equipment Operators-
`Horizontal/directional Drill $56.441
7A
3C
8P
U_nderero_und Sewer Et Water
!Operator
_
-- --
Kitsap
Power Equipment Operators--
Underground Sewer Et Water
=_..._...._..-.-
Hydralifts/boom Trucks Over $56.00
X10 Tons
7A
---
3C
---
8P
Kitsap
;Power EquiQment Operators-
Hydralifts/boom Trucks, 10 $53.571
7A
3C
8P
- - _!Underground
Kitsap
Sewer Et Water,
1Power Equipment Operators-
iTons And Under
^`
Loader, Overhead 8 Yards. Et - $57.51
—
7A
3C
8P
Kitsap
Underground Sewer Et Water
'Power
Over�
_
! _
Equipment Operators-
(Underground Sewer Et Water
Loader, Overhead, 6 Yards. $56.94;
;But Not Including 8 Yards
7A
3C
8P
Kitsap
Power Equipment Operators-
Loaders, Overhead Under (
Underground Sewer Et Water
6 $56.441
Yards
7A
3C
8P
Kitsap
Kitsap -Power
Power Equipment Operators-
U nderground Sewer Et Water
Equipment Operators-
Loaders, Plant Feed $56.441
!
Loaders: Elevating Type Belt $56.00
7A
!
7A
3C
3C
4 8P
+
8P
Underground Sewer Et Water
Kitsap
,Power Equipment Operators-
;Locomotives, All $56.441
7A
3C
8P
Underground Sewer Et Water
j
Kitsap
Power Equipment Operators-
(Material Transfer Device ; $56.441
7A ,
---
3C 8P
(Underground Sewer Et Water
j
•.__...--_.._.—_-....._._....._._..._....._._.._.-_.—.______._..._.._..-....._.._..-.
Kitsap
I Power Equipment Operators-
_._
.. ._..._._..._............._._.._.._.._............ .... -_.._.........--_._._....____..e..___._.._.__...._..J._._.-...,..____._._._..-__I
IMechamcs, All (leadmen - I $57.51'
7A I
._._-...__._.._
3C 8P
;Underground Sewer Et Water
Kitsap Power Equipment Operators- —!Motor
$0.50 Per Hour Over Mechanic);-
Patrol Graders
$ 9
A
8P
3C 8P
Underground
Underground Sewer Et Water
Mucking Machine, Mole,
$56.94;
7A ;
3C 8P
Kitsap ;Power Equipment Operators-
(Underground Sewer Et Water
Tunnel Drill, Boring, Road
i
'Header And/or Shield
Kitsap
Power Equipment Operators -Oil
Underground Sewer Et Water
IDistribution
Distributors, Blower-
Et Mulch Seeding
$53.5711 7A i
3C 8P
.__---
-
-Operator
Kitsap
Power Equipment Operators-
Outside Hoists (elevators And
$56.00:
7A 11
3C 8P
;Underground Sewer Et Water
9Manlifts), Air Tuggers,strato
Kitsap
Power Equipment Operators-
Overhead, Bridge Type Crane:
$56.441
7A -
3C I 8P
Underground Sewer Et Water
'20 Tons Through 44 Tons
j
Kitsap
Power Equipment Operators-
Overhead, Bridge Type: 100
$57.51;
7A
3C 8P
Underground Sewer Et Water
iTons And Over
1
Kitsap
'Power Equipment Operators-
Overhead, Bridge Type: 45
$56.941
7A
3C �— 8P
Underground Sewer Et Water
Tons Through 99 Tons
i
E
Kitsap
!Power Equipment Operators-
'Pavement
Breaker
$53.57;
7A
3C 8P
IUnderground Sewer Et Water
Kitsap
;Power Equipment Operators-
Pile Driver (other Than Crane j
$56.441
7A 3C 8P
_
'Underground Sewer Et Water
Mount)
Kitsap
;Power Equipment Operators-
Plant Oiler - Asphalt, Crusher
$56.00;
7A
3C 8P
1Underground Sewer Et Water
Kitsap
Power Equipment Operators-
Posthole Digger, Mechanical
$53.57i
7A
3C 8P
3Underground Sewer Et Water
Kitsap
1Power Equipment Operators-
Power Plant r
$53.57:
7A
3C 8P
;Underground Sewer Et Water
Kitsap
'Power Equipment Operators-
Pumps - Water I
$53.57]
7A i
3C j 8P
Underground Sewer Et Water
_ _ '
� —
___1
i
_---_-
Kitsap
;Power Equipment Operators-
lQuad
9, Hd 41, D10 And Over
$56.94(
7A
3C 8P 1
Underground Sewer Et Water
_11
_.
Kitsap
p
Power Eouipment 0 erators-
p
Quick Tower - No Cab, Under
$53.5711-
7A4
3C.._....._._i_.___8P
;Underground Sewer Et Water
100 Feet In Height Based To I
j
I
Boom
Kitsap Power Equipment Operators-
'Remote
Control Operator On $56.94;
7A ;
3C ` 8P
{Underground Sewer Et Water
Rubber Tired Earth Moving
i
s
Equipment
Kitsap—
Power Equipment Operators--
Underground Sewer Et Water
iRigger And Bellman �- 1
!
$53.571 7A i
3C ; 8P
i
EKitsap
tPower Equipment Operators-
Rigger/Signal Person, Bellman
$56.00;
7A
3C 8P
(Under round Sewer Et Water
g
�
(Certified)
Kitsap
(Power Equipment Operators-
Rollagon $56.94
7A
3C I 8P
'Underground Sewer Et Water
i
Kitsap
'Power Equipment Operators-
Roller, Other Than Plant Mix i
I
$53.5717A ;
3C 8P
iUnderground Sewer Et Water
'Kitsap 'Power Equipment Q?erators- Roller, Plant Mix Or Multi -lift $56.00; 7A 3C 8P
!Underground Sewer Et Water !Materials
!Kitsap 'Power Equipment Operators `Roto -mill, Roto -grinder $56.44; .7A i 3C 8P
R ;Underground Sewer Et Water
Kitsap ;Power Equipment Operators- !!Saws - Concrete ! $56.001 7A ' 3C E 8P i
'Underground Sewer Et Water ( '
Kitsap i Power Equipment Operators- Scraper, Self Propelled Under $56.44 7A 3C 8P
Underp-round Sewer Et Water 45 Yards '
Kitsap 'Power Equipment Operators- :Scrapers - Concrete Et Carry Alli $56.001 7A 3C 8P
! Underground Sewer Et Water
IKitsapm IPower Equipment Operators- ;Scrapers, Self-propelled: 45 1 $56.94! 7A ' 3C 8P
;Underground Sewer Et Water ;Yards And Over
Kitsap !Power Equipment Operators- (Service Engineers - Equipment $56.001 7A 3C 8P
i !Underground Sewer Et Water ! !
.- -----------
�_.-._......__. __.1
Kitsap ;Power Equipment Operators- ;Shotcrete/gunite Equipment $53.57; 7A 3C 8P
s
:Underground Sewer Et Water ! !
3 �
Kitsap _ Power Equipment Operators- Shovel , Excavator, Backhoe, $56.001 7A 3C 8P i
Underground Sewer Et Water ;Tractors Under 15 Metric Tons. !
Kitsap Power Equipment Operators- !Shovel, Excavator, Backhoe: $56.94 7A 3C j 8P l
Underground Sewer Et Water jOver 30 Metric Tons To 50 i
Metnc Tons
------ _......
._..__..__._.__
Kitsap Power Equipment Operators- §Shovel, Excavator, Backhoes, $56.44; 7A 3C ; 8P
!Underground Sewer Et WaterTractors: 15 To 30 Metric Tons ! j
Kitsap Power Equipment Operators- IShovel, Excavator, Backhoes: $57.51 7A 3C 8P
Underground Sewer Et Water Over 50 Metric Tons To 90 !
_ Metric Tons
Kitsap !Power Equipment Operators- IShovel, Excavator, Backhoes: 8 101 7A ` 3C 8P�
(Underground Sewer Et Water 'Over 90 Metric Tons ! '
Kitsap
Kitsap !Power Equipment Operators-
_ !Underground Sewer Et Water
Kitsap 'Power Equipment Operators-
Kitsap
�Slipform Pavers $56.94; 7A
}
3C 8P
Spreader, Topsider Et i $56.941 7A 1 3C 8P
Screedman
_ .-._.__...._..._.___......... ..._._�_._;____._
Subgrader Trimmer ' $56.44' 7A 3C 8P
Tower Bucket Elevators
Kitsap
;Power Equipment Operators -
Tower Crane Up To 175' In
Underground Sewer Et Water
Height Base To Boom
Kitsap
!Power Equipment Operators-
'Tower Crane: over 175'
'Unde[ground Sewer Et Water
!through 250' in height, base to
_......... _-_-.___
! ........ _ _...__.._._...._.
' boom
Kitsap
'Power Equipment Operators-
!Tower Cranes: over 250' in
fUndereround Sewer Et Water
!height from base to boom
Kitsap
!Power Equipment Operators-
!Transporters, All Track Or
!Truck
Underground Sewer Et Water
Type
Kitsap 'Power Equipment Operators- 'Trenching Machines
Kitsap Power Equipment Operators -
Underground Sewer Et Water
Kitsap 'Power Equipment Operators-
! 3
$56.00! 7A 3C i 8P
i
$57.51; 7A 3C 8P
!
$58.10' 7A 3C ! 8P
$58.67° 7A 3C 1 8P
$56.941 7A ! 3C 8P
$56.00' 7A 3C ! 8P
!
Truck Crane Oiler/driver - 100 ! $56.44! 7A J 3C
Tons And Over ! j
Truck Crane Oiler/driver $56.001 7A 3C
8P
8P
I Underground Sewer Et Water lUnder 100 Tons
... . ...... -
Kitsap ::Power Equipment Operators- Truck Mount Portable 1 $56.44� 7A 3C
f
LP
jUnderground Sewer Et Water Conveyor
Kitsap Power Equipment Operators- Welder $56.94 7A 3C 8P
Underground Sewer Et Water
....... .. . ..
Kitsap Power Equipment Operators- jWheel Tractors, Farmall Type $53.57£ 7A 3C 8P
'Underground Sewer Et Water
Kitsap Power Equipment Ooerators- Yo Yo Pay Dozer ly$56.44j 7A T 3C 8P
Underground Sewer Et Water
Kitsap ;Power Line Clearance Tree 'Journey Level In Charge
$45.75 5A 4A
Trimmers
Kitsap Power Line Clearance Tree Spray Person i $43.381 5A
AA 1
Trimmers
...........
Kitsap Power Line Clearance Tree ee Equipment Operator $45.75i 5A 4A
-7
i;Trimmers
Kitsap Power Line Clearance Tree Tree Trimmer $40.84i 5A AA
jTrimmers
!Kitsap ;Power Line Clearance Tree !Tree Trimmer Groundperson $30.744 5A 4A
!Trimmers
;Kitsap ;Refrigeration Et Air Mechanic
$65.524 5A 1G
!Conditioning Mechanics
Kitsap 'Residential Brick Mason !Journey Level $17.044
Kitsap
Residential Carpenters lJourney Level j $40.66' 5D 4C
.... ........ . . .... . .... . ....
Kitsap Residential Cement Masons �Journey Level $30.87; i 1
!Kitsap 'Residential Drywall Applicators :Journey Level $40.641 5D 4C
Kitsap !Residential Drywall Tapers lJourney Level $20.001
... .......
.. ...... .......
Kitsap �Residential Electricians 'Journey Level $27.00
1
Kitsap t Glaziers liournev Level 556.16; R IY --, en
Kitsap Residential Insulation
lApplicators
Journey Level $13.96
jKitsap ;'Residential Laborers 'Journey Level $16.89f.;
. . . .... . .........
,Kitsap 'Residential Marble Setters `Journey Level $17.04:
$19.52
Kitsap ;Residential Painters Journey Level
...... " i -is a'- p "kes'-i. ... .. . .....
-dential
:Ki..
Plumbers Et Journey Level $21.11k
Pil?efitter
. . ........
Kitsap ;Residential Refrigeration Et Air Journey Level $17.64t
!Conditioning Mechanics
Kitsap 'Residential Sheet Metal Workers Journey Level (Field or Shop) i $28.W
,
'Kitsap Residential Soft Floor Layers ;Journey Level $19.38
;Kitsap Residential Sprinkler Fitters Journey Level $27.74'
(Fire Protection ti on)
----- ---------- - ----------------
Kitsap I Residential Stone Masons gurney Level $52.82 5A 1M
(Kitsap :'Residential Terrazzo Workers Journey Level $9.47
Kitsap Residential Terrazzo/Tile Journey Level $30.261
Finishers
Kitsap !Residential Tile Setters fJourney Level $31.141
,Kitsap RoofersJourney Level $46.461 5A 3H E
.. . ......... .. ....... . ........ . .... .
Kitsap
=Roofers
-µ
Kitsap
Using Irritable Bituminous
i $48.711
1
Materials
!
Kitsap
=Sheet Metal Workers
Journey Level (Field or Shop)
i $72.83
Kitsap
'Shipbuilding Et Ship Repair
_ _1
;CARPENTER $19.29;
Kitsap
_._..,._......._..........._.._........_.._._._................_......_....._...._.._..._._...._.....
=Shipbuilding Et Ship Repair {ELECTRICIAN $25.53:
_--_..._._._._..._-....—..__._..__......_.__.__._...__.._.... .w._.._.......__......�
Kitsap
;Shipbuilding
Et Ship
Repair
;Heat Et Frost Insulator
$6_3.187
Kitsap
;Shipbuilding
Et Ship
Repair
,Laborer �— _ _ _
Yi $19.64
Kitsap
;Shipbuilding
Et Ship
Repair
;MACHINIST
$19.29;
Kitsap 'Shipbuilding
Et Ship Repair
!OPERATOR$19.441
•
Kitsap ;Shipbuilding Et Ship
Repair;
Painter.
$39.35e
Kitsap Shipbuilding
Et Ship Repair
IPIPEFITTER
$19.29;
Kitsap
;Shipbuilding
Et Ship
Repair TRIGGER
$19.29;
_ ..__......_..._.
Kitsap
;Stone Masons Journey Level
IStreet And Parkinp- Lot ourney Level Sweeper J
_....,...._._._..._....._...,..._. ___
[Shipbuilding Et Ship
_._.... _, ,..._........_...._..3.._.._..._.. _ _ ..__,__._., ..__ _..__. ....�_. __._._._......Y..._
Repair ;Sheet Metal
...... .... -.._...._..�._
i
Kitsap
'Shipbuilding
_$22.21
Et Ship Repair S iIPFITTER$19.29
5A 3H
7F1E
' 1 '
1
...... 5
J 15 }
• 1
! 1
_6Z 2B _
1 �
1
1 �
___
Kitsap
_ _.._._.____..__.._.._..,.._._.._...__.._..____.._..___._.._...__._._._-._.__.,.—..__.__..._ - ____t _..._._._.._ .:......................_. ....... �...__.____
Shipbuildin Et�Ship Repair WELDER/BURNER $19.29 i 1
-µ
Kitsap
Sign Makers Et Installers ;Journey Level
IE $20.58!
1
(Electrical)
!
i
Kitsap
Sign Makers Et Installers (Non- Journey Level
$9.47;
i
1
r
Electrical)
Kitsap `Soft Floor Layers Journey Level .... _.... ....
$44.11
I
5A 7 3D_
_
Kitsap
Solar Controls For Windows Journey Level
._.I...._...__,__._.__...
; $10.311
Kitsap
;Sprinkler Fitters (Fire 'Journey Level
$70.14=
5C
1X
;Protection)
_
Kitsap
iStage Rigging Mechanics (Non _ Journey Level—�-
$13.23
1
Structural)
Kitsap
Kitsap
;Stone Masons Journey Level
IStreet And Parkinp- Lot ourney Level Sweeper J
€ $52.82': 5A I
i $16.00
1M
3
Kitsap
; Workers
;Surveyors Assistant Construction Site
$56.00;
7A
3C 8P i
Surveyor
Kitsap
),Surveyors Chainman $55.471
7A ! 3C
i 8P
Kitsap
YSurveyors ;Construction Site Surveyor
$56.94;
7A j
3C
8P
$Kitsap (Telecommunication ;Journey Level $43.327
7E 1JE
!
'Technicians
7 _.
~
lCable
- "~$37.60; �5A
.. µ
2B
..___....___�
Kitsap
;Telephone Line Construction - SplicerV
Outside E
Kitsap !Telephone Line Construction - 'Hole Digger/Ground Person
I
$20.79;
5A
2B
_
Kitsap
;Outside
;Telephone Line Construction - Installer (Repairer) !
Outside
t $36.02f
{
5A 1
2B
s_..__.__..._T.._.i.......___..__-------_..._.._.._._.
(Kitsap
!Telephone Line Construction - ;Special Aparatus Installer 1
$37.60;
5A
_..
2B
!Outside
Kitsap
Telephone Line Construction - Special Apparatus Installer II
$36.82 8 T
5A
2B
Outside
i
Kitsap
;Telephone Line Construction - Telephone Equipment Operator; $37.60;
5A c
2B
f i
?Outside (Heavy)
!
Kitsap (Telephone Line Construction - Telephone Equipment Operator $34.941
Outside (Light) I
5A
2B
Kitsap !Telephone Line Construction - ;Telephone Lineperson $34.93±
5A
2B
;
,Outside
Kitsap Telephone Line Construction - Television Groundperson s' $19.73
!
5A
2B
_ Outside
Kitsap
Line Construction -
{Television Lineperson/Installer $26.31
5A
2B
'Outside
`Outside
Kitsap
Telephone Line Construction -
Television System Technician
f $31.501
5A
2B
I Outside
Kitsap
;Telephone Line Construction -
:Television Technician $28.23:
5A
2B
I
'Outside
ITelephone Line Construction -
Kitsap
Tree Trimmer;; $' 34.931
5A
2B
Outside
s
Kitsap
:Terrazzo Workers
Journe Level
y $47.461
5A
5A
1 M
1M
,
Kitsap 'Tile Setters
Journey Level $47.46
(Kitsap Tile. Marble Et Terrazzo
'Finishers
Journey Level $12.00=
1
j
Kitsap Traffic Control Stri ers
JourneyLl
_eve$43.731 7A
1K
Kitsap ;Truck Drivers :Asphalt
u
Mix Over 16 Yards (W. $51.251
5D
3A
8L
,WA
Kitsap ITruck Drivers
-Joint Council 28)
Asphalt Mix To 16 Yards (W. $50.41
5D
3A
8L
WA -Joint Council 28
Kitsap !Truck Drivers ;Dump
:_._...._...__........._�
Truck $19.60—
i
1
-Kitsap :Truck
Drivers
Dump Truck And Trailer
$19.60
1
Kitsap 1Truck
Drivers
Other Trucks
$18.37!
1
Kitsap
Truck Drivers
Transit Mixer
$20.79.
1
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Benefit Code Key — Effective 3/2/2016 thru 8/30/2016
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for
the worker.
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL
BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
on Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the
hourly rate of wage.
G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a
four -ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess
of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or
equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday
through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the
hourly rate of wage.
All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid at double the hourly rate of wage.
M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be
paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of
wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Benefit Code Key — Effective 3/2/2016 thru 8/30/2016
Overtime Codes Continued
O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on
Saturday shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours -Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half
times the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage
S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other
overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be
paid at double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on
Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours
Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls
on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during
the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10
workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours
and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
Benefit Code Key — Effective 3/2/2016 thru 8/30/2016
Overtime Codes Continued
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL
BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
holidays shall be paid at two times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the
holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of
wage.
G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays
shall be paid at two and one-half times the hourly rate of wage including holiday pay.
H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall
be paid at one and one-half times the hourly rate of wage.
O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day,
ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten
shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one
and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on
holidays shall be paid at double the hourly rate of wage.
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL
BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours
worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday
and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm
and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer
shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall
be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has
worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate
until such time as the employee has had a break of eight (8) hours or more.
C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate
of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at
the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Benefit Code Key — Effective 3/2/2016 thru 8/30/2016
Overtime Codes Continued
D. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 15% over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays, shall be paid at one
and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the
hourly rate of wage.
E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of
straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid
at double the hourly wage rate.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two
and one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is
down due to weather conditions during a five day work week (Monday through Friday,) or a four day -ten hour work
week (Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate.
However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday
through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the
hourly rate of wage.
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL
BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly
rate of wage.
C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on
Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all
hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
4
Benefit Code Key — Effective 3/2/2016 thru 8/30/2016
Overtime Codes Continued
D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay.
Rates include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2)
times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2)
times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on
Sundays and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal
four-day, ten hour work week, and Saturday shall be paid at one and one half (1 %z) times the regular shift rate for the
first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and
holidays shall be paid at double the hourly rate of wage.
F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the
hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
Holidav Codes
A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, and Christmas Day (7).
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the day before Christmas, and Christmas Day (8).
C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8).
D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8).
H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day,
And Christmas (6).
Benefit Code Key — Effective 3/2/2016 thru 8/30/2016
Holiday Codes Continued
5. I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day,
Christmas Eve Day, And Christmas Day (7).
K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday•Shall Be Considered As A Holiday.
Q. Paid Holidays: New Year's Day, Memorial Day; Independence Day, Labor Day, Thanksgiving Day, and Christmas
Day (6).
R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, And Christmas Day (7).
T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas
(9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8).
E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a
Half -Day On Christmas Eve Day. (9 1/2).
G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day,
Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas
Eve Day (11).
H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating
Holiday (10).
I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
After Thanksgiving Day, And Christmas Day (7).
0
Benefit Code Key — Effective 3/2/2016 thru 8/30/2016
Holiday Codes Continued
6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day,
And Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be
Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding
Friday shall be a regular work day.
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day,
Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas
Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday
which falls on a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls
on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall
be observed as a holiday on the preceding Friday.
Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday
which falls on a Saturday shall be observed as a holiday on the preceding Friday.
7
Benefit Code Key — Effective 3/2/2016 thru 8/30/2016
Holiday Codes Continued
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day
after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the
following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday,
the preceding Friday shall be a regular work day.
R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day
after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be
observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be
considered a holiday and compensated accordingly.
Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day
after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation
shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
Note Codes
A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or
more:
Over 50' To 100' -$2.00 per Foot for Each Foot Over 50 Feet
Over 100' To 150' 43.00 per Foot for Each Foot Over 100 Feet
Over 150' To 220'-$4.00 per Foot for Each Foot Over 150 Feet
Over 220'-$5.00 per Foot for Each Foot Over 220 Feet
Benefit Code Key — Effective 3/2/2016 thru 8/30/2016
Note Codes Continued
C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or
more:
Over 50' To 100'-$ 1.00 per Foot for Each Foot Over 50 Feet
Over 100' To 150'-$1.50 per Foot for Each Foot Over 100 Feet
Over 150' To 200' -$2.00 per Foot for Each Foot Over 150 Feet
Over 200' -Divers May Name Their Own Price
D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, And Class D Suit $0.50.
Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or
spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance
and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle,
and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on
approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current
flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective
on or after August 31, 2012.
Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or
spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on
approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current
flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on
or after August 31, 2012.
T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all
temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card
issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after
August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit:
$1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any
and all work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers
who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade
elevation receive an additional $0.50 per hour.
0
Washington State Department of Labor and Industries
Policy Statement
(Regarding the Production of "Standard" or "Non-standard" Items)
Below is the department's (State L&I's) list of criteria to be used in determining whether a
prefabricated item is "standard" or "non-standard". For items not appearing on
WSDOT's predetermined list, these criteria shall be used by the Contractor (and the
Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and
fabricators) to determine coverage under RCW 39.12. The production, in the State of
Washington, of non-standard items is covered by RCW 39.12, and the production of
standard items is not. The production of any item outside the State of Washington is not
covered by RCW 39.12.
1. Is the item fabricated for a public works project? If not, it is not subject to RCW
39.12. If it is, go to question 2.
2. Is the item fabricated on the public works jobsite? If it is, the work is covered under
RCW 39.12. If not, go to question 3.
3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated
primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not,
go to question 4.
4. Does the item require any assembly, cutting, modification or other fabrication by the
supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5.
5. Is the prefabricated item intended for the public works project typically an inventory
item which could reasonably be sold on the general market? If not, the work is covered
by RCW 39.12. If yes, go to question 6.
6. Does the specific prefabricated item, generally defined as standard, have any
unusual characteristics such as shape, type of material, strength requirements, finish,
etc? If yes, the work is covered under RCW 39.12.
Any firm with questions regarding the policy, WSDOT's Predetermined List, or for
determinations of covered and non -covered workers shall be directed to State L&I at
(360) 902-5330.
Supplemental to Wage Rates
03/02/2016 Edition, Published February 1s', 2016
WSDOT's
Predetermined List for
Suppliers - Manufactures - Fabricator
Below is a list of potentially prefabricated items, originally furnished by WSDOT to
Washington State Department of Labor and Industries, that may be considered non-
standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked
with an X in the "YES" column should be considered to be non-standard and therefore
covered by RCW 39.12. Items marked with an X in the "NO" column should be
considered to be standard and therefore not covered. Of course, exceptions to this
general list may occur, and in that case shall be evaluated according to the criteria
described in State and L&I's policy statement.
ITEM DESCRIPTION
YES NO
1. Metal rectangular frames, solid metal covers, herringbone grates,
and bi-directional vaned grates for Catch Basin
I X
Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans I
j
2. Metal circular frames (rings) and covers, circular grates,
and prefabricated ladders for Manhole Types 1, 2, and 3,
X
Drywell Types 1, 2, and 3 and Catch Basin Type 2.
See Std. Plans
3. -Prefabricated steel grate supports and welded grates,
metal frames and dual vaned grates, and Type 1, 2, and
X.
3 structural tubing grates for Drop Inlets. See Std. Plans.
4. Concrete Pipe - Plain Concrete pipe and reinforced
concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter.
- - P _ - - —' - �-
5. Concrete ipe -Plain Concrete pi-pe and reinforced -
concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X
6. Corrugated Steel Pipe - Steel lock seam corrugated
pipe for culverts and storm sewers, sizes 30 inch
to 120 inches in diameter. May also be treated, 1 thru 5.
7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe
for culverts and storm sewers, sizes 30 inch to 120 inches in
diameter. May also be treated, #5. X
Supplemental to Wage Rates 2
03/02/2016 Edition, Published February 1s', 2016
ITEM DESCRIPTION YES NO
8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for
mounting sign structures, luminaries and other items, shall be .
made from commercial bolt stock.
See Contract Plans and Std. Plans for size and material type.
9. Aluminum Pedestrian Handrail - Pedestrian handrail
conforming to the type and material specifications set forth in the
contract plans. Welding of aluminum shall be
in accordance with Section 9-28.14(3).
10. Major Structural Steel Fabrication - Fabrication of major steel
items such as trusses, beams, girders, etc., for bridges. '
i
11. Minor Structural Steel Fabrication -Fabrication of minor steel
Items such as special hangers, brackets, access doors for
structures, access ladders for irrigation boxes, bridge expansion
joint systems, etc., involving welding, cutting, punching and/or
boring of holes. See Contact Plans for item description and shop
drawings.
i
12. Aluminum Bridge Railing Type BP - Metal bridge railing
conforming to the type and material specifications set forth
in the Contract Plans. Welding of aluminum shall be in
accordance with Section 9-28.14(3).
13 Concrete Piling--Precast-Prestressed concrete piling for use as 55
and 70 ton concrete piling. Concrete to conform to
Section 9-19.1 of Std. Spec..
14. Precast Manhole Types 1, 2,—an--d3 with cones, adjustment
sections and flat top slabs. See Std. Plans.
15. Precast Drywell Types 1, 2, and with cones and adjustment
Sections.
See Std. Plans.
16. Precast Catch Basin ---C- atch Basin type 1,--l- L, 1 P, and 2
With adjustment sections. See Std. Plans.(
Supplemental to Wage Rates 3
03/02/2016 Edition, Published February 1s', 2016
ITEM DESCRIPTION YES NO
17. Precast Concrete Inlet - with adjustment sections,
See Std. Plans I X
18. Precast Drop Inlet Type 1 and 2 with metal grate supports.
See Std. Plans.,
19. Precast Grate Inlet Type 2 with extension and top units.
See Std. Plans
20. Metal frames, vaned grates, and hoods for Combination
Inlets. See Std. Plans
21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of
various sizes. Used for in ground storage of utility facilities and
controls. See Contract Plans for size and construction
requirements. Shop drawings are to be provided for approval
prior to casting
22. Vault Risers - For use with Valve Vaults and Utilities
Vaults.
23. Valve Vault - For use with underground utilities.
See Contract Plans for details.
24. Precast Concrete Barrier - Precast Concrete Barrier for
use as new barrier or may also be used as Temporary Concrete j
Barrier. Only new state approved barrier may be used as
permanent barrier.
25. Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in f
size and shape as shown in the Plans. Fabrication plant has
annual approval for methods and materials to be used.
See Shop Drawing.
Fabrication at other locations may be approved, after facilities
inspection, contact HQ. Lab.
26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall
panel in size and shape as shown in Plans.
Fabrication plant has annual approval for methods and materials x
to be used
Supplemental to Wage Rates 4
03/02/2016 Edition, Published February 151, 2016
ITEM DESCRIPTION YES NO
27. Precast Railroad Crossings - Concrete Crossing Structure
_ _Slabs.__ _ _
28. 12, 18 and 26 inch Standa_rd Precast Prestre_ _ss_ed Girder -
Standard Precast Prestressed Girder for use in structures. i
Fabricator plant has annual approval of methods and materials to
be used. Shop Drawing to be provided for approval prior to I x(
casting girders.
See Std. Spec. Section 6-02.3(25)A
29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete
Girders for use in structures. Fabricator plant has annual approval
of methods and materials to be used. Shop Drawing to be j
provided for approval prior to casting girders. '
See Std. Spec. Section 6-02.3(25)A
30. Prestressed T ri-Beam Girder --P r -es fr-e s -s e dTri-Beam Girders for Ti -
use
use in structures. Fabricator plant has annual approval'of
methods and materials to be used. Shop Drawing to be provided
for approval prior to casting girders. x
See Std. Spec. Section 6-02.3(25)A
31. Prestressed Precast Hollow -Core Slab - Precast Prestressed
Hollow -core slab for use in structures. Fabricator plant has annual
approval of methods and materials to be used. Shop Drawing to
be provided for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A.
32. Prestressed -Bulb Tee Girder -Bulb Tee Prestressed Girder for
use in structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be provided
for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
33. Monument Case and Cover
See Std. Plan.
Supplemental to Wage Rates 5
03/02/2016 Edition, Published February 15', 2016
ITEM DESCRIPTION
YES NO
34. Cantilever Sign Structure - Cantilever Sign Structure I '
fabricated from steel tubing meeting AASHTO-M-183. See Std.
Plans, and Contract Plans for details. The steel structure
shall be galvanized after fabrication in accordance with
AASHTO-M-111.
35. Mono -tube Sign Structures - Mono -tube Sign Bridge
fabricated to details shown in the Plans. Shop drawings for
approval are required prior to fabrication.
36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel
tubing meeting AASHTO-M-138 for Aluminum Alloys.
See Std. Plans, and Contract Plans for details. The steel
structure
shall be galvanized after fabrication in accordance
with AASHTO-M-111.
I
37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std
Plans. Shop drawings for approval are to be provided prior to
X
fabrication _
38. Light Standard -Prestressed - Spun, prestressed, holiow
concrete poles.
39. Light Standards - Lighting Standards for use on highway
illumination systems, poles to be fabricated to conform with
methods and materials as specified on Std. Plans. See Specia
l
Provisions for pre -approved drawings.
40. Traffic Signal Standards -Traffic Signal Standards for use on
highway and/or street signal systems. Standards to be fabricated
I X
to conform with methods and material as specified on Std. Plans.
See Special Provisions for pre -approved drawings
41. Precast Concrete Sloped Mountable Curb (Single and DualFaced)
See Std. Plans.
------ -- — - — - - - -- - — - ---
— -
--
Supplemental to Wage Rates
03/02/2016 Edition, Published February 1St, 2016
Supplemental to Wage Rates 7
03/02/2016 Edition, Published February 1s', 2016
ITEM DESCRIPTION
YES NO
42.
Traffic Signs - Prior to approval of a Fabricator of Traffic Signs,
the sources of the following materials must be submitted and
approved for reflective sheeting, legend material, and aluminum
sheeting. I
X
NOTE: *** Fabrication inspection required. Only signs tagged
"Fabrication Approved" by WSDOT Sign Fabrication Inspector to
be installed—
— _- — — — —
Custom
Message
� Std
Signing
-
i Messes
43.
Cutting & bending reinforcing steel I
44.
Guardrail components
x
Custom;Standard
End Sec I.—Se J
45.
Aggregates/Concrete mixes
Covered by
WAC 296-127-018
46.
Asphalt
covered by
WAC 296-127-018
47.
Fiber fabrics
48.
Electrical wiring/components
49.
treated or untreated timber pile
50.
Girder pads (elastomeric bearing)
— --tan
--dard —b---
- I
51.
SDimension lum- e—r----
I
------ I
i
52.
-- —
Irrigation compents
on
—
Supplemental to Wage Rates 7
03/02/2016 Edition, Published February 1s', 2016
ITEM DESCRIPTION
53. Fencing materials
54. Guide Posts
55. Traffic Buttons
56. Epoxy
--57. Cribbing — --- ------
58. Water distribution materials
59. Steel "H" piles
60. Steel pipe for concrete pile casings
61. Steel pile tips, standard
62. Steel pile tips, custom
YES NO
X
X�
X
X
X
Prefabricated items specifically produced for public works projects that are prefabricated in a
county other than the county wherein the public works project is to be completed, the wage for
the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual
prefabrication takes place.
It is the manufacturer of the prefabricated product to verify that the correct county wage rates are
applied to work they perform.
See RCW 39.12.010
(The definition of 'locality" in RCW 39.12.010 2) contains the phrase "wherein the physical work is being performed." The
department interprets this phrase to mean the actual work site.
Supplemental to Wage Rates 8
03/02/2016 Edition, Published February 1St, 2016
WSDOT's List of State Occupations not applicable to Heavy and
Highway Construction Projects
This project is subject to the state hourly minimum rates for wages and fringe benefits in
the contract provisions, as provided by the state Department of Labor and Industries.
The following list of occupations, is comprised of those occupations that are not normally
used in the construction of heavy and highway projects.
When considering job classifications for use and / or payment when bidding on, or
building heavy and highway construction projects for, or administered by WSDOT, these
Occupations will be excepted from the included "Washington State Prevailing Wage
Rates For Public Work Contracts" documents.
• Building Service Employees
• Electrical Fixture Maintenance Workers
• Electricians - Motor Shop
• Heating Equipment Mechanics
• Industrial Engine and Machine Mechanics
• Industrial Power Vacuum Cleaners
• Inspection, Cleaning, Sealing of Water Systems by Remote Control
• Laborers - Underground Sewer & Water
• Machinists (Hydroelectric Site Work)
• Modular Buildings
• Playground & Park Equipment Installers
• Power Equipment Operators - Underground Sewer & Water
• Residential *** ALL ASSOCIATED RATES ***
• Sign Makers and Installers (Non -Electrical)
• Sign Makers and Installers (Electrical)
• Stage Rigging Mechanics (Non Structural)
The following occupations may be used only as outlined in the preceding text concerning
"WSDOT's list for Suppliers - Manufacturers - Fabricators"
• Fabricated Precast Concrete,Products
• Metal Fabrication (In Shop)
Definitions for the Scope of Work for prevailing wages may be found at the Washington
State Department of Labor and Industries web site and in WAC Chapter 296-127.
Supplemental to Wage Rates g
03/02/2016 Edition, Published February 1",.2016
Washington State Department of Labor and Industries
Policy Statements
(Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.)
WAC 296-127-018 Agency filings affecting this section
Coverage and exemptions of workers involved in the production and delivery of
gravel, concrete, asphalt, or similar materials.
(1) The materials covered under this section include but are not limited to: Sand,
gravel, crushed rock, concrete, asphalt, or other similar materials.
(2) All workers, regardless of by whom employed, are subject to the provisions of
chapter 39.12 RCW when they perform any or all of the following functions:
(a) They deliver or discharge any of the above -listed materials to a public works
project site:
(i) At one or more point(s) directly upon the location where the material will be
incorporated into the project; or -
(ii) At multiple points at the project; or
(iii) Adjacent to the location and coordinated with the incorporation of those materials.
(b) They wait at or near a public works project site to perform any tasks subject to this
section of the rule.
(c) They remove any materials from a public works construction site pursuant to
contract requirements or specifications (e.g., excavated materials, materials from
demolished structures, clean-up materials, etc.).
(d) They work in a materials production facility (e.g., batch plant, borrow pit, rock
quarry, etc.,) which is established for a public works project for the specific, but not
necessarily exclusive, purpose of supplying materials for the project.
(e) They deliver concrete to a public works site regardless of the method of
incorporation.
(f) They assist or participate in the incorporation of any materials into the public works
project.
Supplemental to Wage Rates 10
03/02/2016 Edition, Published February 1St, 2016
(3) All travel time that relates to the work covered under subsection (2) of this section
requires the payment of prevailing wages. Travel time includes time spent waiting to
load, loading, transporting, waiting to unload, and delivering materials. Travel time would
include all time spent in travel in support of a public works project whether the vehicle is
empty or full. For example, travel time spent returning to a supply source to obtain
another load of material for use on a public works site or returning to the public works
site to obtain another load of excavated material is time spent in travel that is subject to
prevailing wage. Travel to a supply source, including travel from a public works site, to
obtain materials for use on a private project would not be travel subject to the prevailing
wage.
(4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver
materials to a stockpile.
(a) A "stockpile" is defined as materials delivered to a pile located away from the site
of incorporation such that the stockpiled materials must be physically moved from the
stockpile and transported to another location on the project site in order to be
incorporated into the project.
(b) A stockpile does not include any of the functions described in subsection (2)(a)
through (f) of this section; nor does a stockpile include materials delivered or distributed
to multiple locations upon the project site; nor does a stockpile include materials dumped
at the place of incorporation, or adjacent to the location and coordinated with the
incorporation.
(5) The applicable prevailing wage rate shall be determined by the locality in which
the work is performed. Workers subject to subsection (2)(d) of this section, who produce
such materials at an off-site facility shall be paid the applicable prevailing wage rates for
the county in which the off-site facility is located. Workers subject to subsection (2) of
this section, who deliver such materials to a public works project site shall be paid the
applicable prevailing wage rates for the county in which the public works project is
located.
[Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, §
296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and
39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed
12/18/91 and 4/1/92, effective 8/31/92.]
Supplemental to Wage Rates 11
03/02/2016 Edition, Published February 1s', 2016
APPENDIX C
Federal Davis -Bacon Wage Determination
General Decision Number: WA160001 04/22/2016 WAl
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, 2015. If this contract is covered
by the E0, the contractor must pay all workers in any
classification listed on this wage determination at least
$10.15 (or the applicable wage rate listed on this wage
determination, if it is higher) for all hours spent performing
on the contract in calendar year 2016. The EO minimum wage rate
will be adjusted annually. Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number
0
1
2
3
4
CARP0001-008 06/01/2015
Publication Date
01/08/2016
02/19/2016
02/26/2016
03/04/2016
04/22/2016
Rates
CARPENTER
GROUP 1 .....................$ 27.61
GROUP 2 .....................$ 41.86
GROUP 3 .....................$ 32.97
GROUP 4 .....................$ 31.94
GROUP 5 .....................$ 73.44
GROUP 6 .....................$ 35.02
GROUP 7 .....................$ 36.72
GROUP 8 .....................$ 33.27
GROUP 9 .....................$ 35.02
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Fringes
14.00
14.49
14.00
14.00
14.00
14.00
14.00
14.00
14.00
Page 1
Page 12
CARPENTER & DIVER CLASSIFICATIONS:
GROUP l: 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
41-65 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 4
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
minimal.
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 +$1.00 per hour - This level utilizes a fully
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 14
CARP0003-006 10/01/2011
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT,
LEWIS(Piledriver only), PACIFIC (South of a straight line made
by extending the north boundary line of Wahkiakum County west
to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM
COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY
SEE ZONE DESCRIPTION FOR CITIES BASE POINTS
ZONE 1:
Rates
Carpenters:
CARPENTERS ..................$ 32.04
DIVERS TENDERS ..............$ 36.34
DIVERS ......................$ 77.08
DRYWALL .....................$ 27.56
MILLWRIGHTS .................$ 32.19
PILEDRIVERS .................$ 33.04
DEPTH PAY:
50 TO 100 FEET $1.00 PER FOOT OVER 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 4 - 1.70
Zone 5 - 2.00
Zone 6 - 3.00
Fringes
14.18
14.18
14.18
14.18
14.18
14.18
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 40
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 4
Federal Wage Determinations for Highway Construction
Page I5
CARP0770-003 06/01/2015
(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
Auburn
Renton
Aberdeen-Hoquiam
Ellensburg
Centralia
Chelan
Zone Pay:
Olympia
Bremerton
Shelton
Tacoma
Everett
Mount Vernon
Pt. Townsend
0 -25
Rates
Fringes
CARPENTER
26-35
radius
CENTRAL WASHINGTON:
$1.00/hour
36-45
CHELAN, DOUGLAS (WEST OF
miles
$1.15/hour
THE 120TH MERIDIAN),
radius
miles
KITTITAS, OKANOGAN (WEST
Over
55 radius miles
OF THE 120TH MERIDIAN) AND
YAKIMA COUNTIES
CARPENTERS ON CREOSOTE
MATERIAL ...................$
40.46
13.66
CARPENTERS .................$
40.36
13.66
DIVERS TENDER ..............$
35.02
14.00
DIVERS .....................$
73.44
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
Auburn
Renton
Aberdeen-Hoquiam
Ellensburg
Centralia
Chelan
Zone Pay:
Olympia
Bremerton
Shelton
Tacoma
Everett
Mount Vernon
Pt. Townsend
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
Bellingham
Anacortes
Yakima
Wenatchee
Port Angeles
Sunnyside
(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 4
Federal Wage Determinations for Highway Construction
Page 6
----------------------------------------------------------------
CARP0770-006 06/01/2015
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 ..........
$ 40.36
13.66
CARPENTERS ON CREOSOTE
26-35
radius
MATERIAL ...................$
40.46
13.66
CARPENTERS .................$
40.36
13.66
DIVERS TENDER ..............$
44.67
13.66
DIVERS .....................$
93.56
13.66
MILLWRIGHT AND MACHINE
$1.55/hour
ERECTORS ...................$
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
Auburn
Renton
Aberdeen-Hoquiam
Ellensburg
Centralia
Chelan
Zone Pay:
Olympia
Bremerton
Shelton
Tacoma
Everett
Mount Vernon
Pt. Townsend
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
Bellingham
Anacortes
Yakima
Wenatchee
Port Angeles
Sunnyside
(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 $1.50/hour
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 17
----------------------------------------------------------------
ELEC0046-001 02/01/2016
CALLAM, JEFFERSON, KING AND KITSAP COUNTIES
Rates Fringes
CABLE SPLICER ....................$ 46.87 30+15.96
ELECTRICIAN ......................$ 45.77 3%+17.91
----------------------------------------------------------------
ELEC0048-003 01/01/2016
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 $9.00/hour
*These are not miles driven. Zones are based on Delorrne
Street Atlas USA 2006 plus.
----------------------------------------------------------------
ELEC0048-029 01/01/2016
COWLITZ AND WAHKIAKUM COUNTY
Rates Fringes
CABLE SPLICER ....................$ 44.22 21.50
ELECTRICIAN ......................$ 40.20 21.11
----------------------------------------------------------------
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 18
ELECO073-001 07/01/2015
ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN
COUNTIES
Rates Fringes
CABLE SPLICER ....................$ 34.10 16.68
ELECTRICIAN ......................$ 31.00 16.68
----------------------------------------------------------------
ELEC0076-002 09/01/2014
GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON
COUNTIES
Rates Fringes
CABLE SPLICER ....................$ 37.94 23.36
ELECTRICIAN ......................$ 34.49 23.36
----------------------------------------------------------------
ELEC0112-005 06/01/2015
ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA
WALLA, YAKIMA COUNTIES
Rates Fringes
CABLE SPLICER ....................$ 40.74 18.65
ELECTRICIAN ......................$ 38.80 18.59
----------------------------------------------------------------
ELEC0191-003 06/01/2014
ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES
Rates Fringes
CABLE SPLICER ....................$ 44.23 17.73
ELECTRICIAN ......................$ 40.21 17.73
----------------------------------------------------------------
ELEC0191-004 06/01/2014
CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES
Rates Fringes
CABLE SPLICER ....................$ 40.82 17.63
ELECTRICIAN ......................$ 37.11 17.63
----------------------------------------------------------------
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 9
ENGI0302-003 06/01/2014
CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF
THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN),
SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE
120TH MERIDIAN) COUNTIES
PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS
SHOWN BELOW)
Zone 1 (0-25 radius miles):
Rates Fringes
Power equipment operators:
Group 1A ...................$ 38.39 17.39
Group 1AA..................$ 38.96 17.39
Group 1AAA.................$ 39.52 17.39
Group 1 .....................$ 37.84 17.39
Group 2 .....................$ 37.35 17.39
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: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle,
Shelton, Wenatchee, Yakima
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP 1AA - 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
GROUP 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
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 110
GROUP 2 - Barrier machine (zipper); Batch Plant Operaor-
Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane -overhead, bridge type -20 tons through 44
tons; Chipper; Concrete Pump -truck mount with boom
attachment; Crusher; Deck Engineer/Deck Winches (power);
Drilling machine; Excavator, shovel, backhoe-3yards and
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; Piledriver (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 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; Cranes-thru 19 tons with attachments;
A -frame crane over 10 tons; Drill oilers -auger type, truck
or crane mount; Dozers -D-9 and under; 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 -elevating 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 mulch seeding
operator; Pavement breaker; Posthole digger, mechanical;
Power plant; Pumps, water; Rigger and Bellman; Roller -other
than plant mix; Wheel Tractors, farmall type;
Shotcrete/gunite equipment operator
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 11
Category B Projects: 950 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 4
Federal Wage Determinations for Highway Construction
Page 112
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP 1AA - 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
GROUP 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 Plant Operaor-
Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane -overhead, bridge type -20 tons through 44
tons; Chipper.; Concrete Pump -truck mount with 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; Horizontal/directional drill
operator; Loaders -overhead under 6 yards; Loaders -plant feed;
Locomotives -all; Mechanics -all; Mixers -asphalt plant; Motor
patrol graders -finishing; Piledriver (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 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
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 13
GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments;
A -frame crane over 10 tons; Drill oilers -auger type, truck or
crane mount; Dozers -D-9 and under; 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 -elevating 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 mulch seeding operator;
Pavement breaker; Posthole digger, mechanical; Power plant;
Pumps, water; Rigger and Bellman; Roller -other than plant
mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment
operator
CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH
GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A
PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. 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 including, but
utilities excluded.
3. Marine projects (docks, wharfs, ect.) less than $150,000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft
classifications subject to working inside a federally designed
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.
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 114
ENGI0370-002 06/01/2015
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN),
COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY,
FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH
MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN
AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES
ZONE 1:
ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00
Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;
Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Pasco,
Washington; Lewiston, Idaho
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or electric power); Deck
Hand; Fireman & Heater Tender; Hydro -seeder, Mulcher,
Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine;
Pumpman; Rollers, all types on subgrade, including seal and
chip coatings (farm type, Case, John Deere & similar, or
Compacting Vibrator), except when pulled by Dozer with
operable blade; Welding Machine; Crane Oiler -Driver (CLD
required) & Cable Tender, Mucking Machine
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Rates
Fringes
POWER EQUIPMENT OPERATOR
GROUP
1 .....................$
26.16
13.55
GROUP
2 .....................$
26.48
13.55
GROUP
3 .....................$
27.09
13.55
GROUP
4 .....................$
27.25
13.55
GROUP
5 .....................$
27.41
13.55
GROUP
6 .....................$
27.69
13.55
GROUP
7 .....................$
27.96
13.55
GROUP
8 .....................$
29.06
13.55
ZONE DIFFERENTIAL (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
GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or electric power); Deck
Hand; Fireman & Heater Tender; Hydro -seeder, Mulcher,
Nozzleman; Oiler Driver, & Cable 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 -Driver (CLD
required) & Cable Tender, Mucking Machine
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
P a g e 115
GROUP 2: A -frame Truck (single drum); Assistant Refrigeration
Plant (under 1000 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 (multiple cut); Distributor
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 -concrete);
Pavement Breaker, Hydra -Hammer & similar; Power Broom;
Railroad Ballast Regulation Operator (self-propelled);
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 (Farm
type R/T with attachment, except Backhoe); Tugger Operator
GROUP 3: A -frame Truck (2 or more drums); Assistant
Refrigeration Plant & Chiller Operator (over 1000 ton);
Backfillers (Cleveland & similar); Batch Plant & Wet Mix
Operator, single unit (concrete); Belt -Crete Conveyors with
power pack or similar; Belt Loader (Kocal or similar);
Bending Machine; Bob Cat (Skid Steer); Boring Machine
(earth); Boring Machine (rock under 8 inch bit) (Quarry
Master, Joy or similar); Bump Cutter (Wayne, Saginau or
similar); Canal Lining Machine (concrete); Chipper (without
crane); Cleaning & Doping Machine (pipeline); Deck
Engineer; Elevating Belt -type Loader (Euclid, Barber Green
& similar); Elevating Grader -type Loader (Dumor, Adams or
similar); Generator Plant Engineers (diesel or electric);
Gunnite Combination Mixer & Compressor; Locomotive
Engineer; Mixermobile; Mucking Machine; Posthole Auger or
Punch; Pump (grout or jet); Soil Stabilizer (P & H or
similar); Spreader Machine; Dozer/Tractor (up to D-6 or
equivalent) and Traxcavator; Traverse Finish Machine;
Turnhead Operator
GROUP 4: Concrete Pumps (squeeze -Crete, flow -Crete, pump-
crete, Whitman & similar); Curb Extruder (asphalt or
concrete); Drills (churn, core, calyx or diamond);
Equipment Serviceman; Greaser & Oiler; Hoist (2 or more
drums or Tower Hoist); Loaders (overhead & front-end, under
4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton);
Rubber -tired Skidders (R/T with or without attachments);
Surface Heater & Plant Machine; Trenching Machines (under 7
ft. depth capacity); Turnhead (with re -screening); Vacuum
Drill (reverse circulation drill under 8 inch bit)
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 116
GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under
3/4 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 Engineers; Paving (dual
drum); Railroad Track Liner Operaotr (self-propelled);
Refrigeration Plant Engineer (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);
Batch & Wet Mix Operator (multiple units, 2 & incl. 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 clamshell, dragline; Crusher, Grizzle
& Screening Plant Operator; Dozer, 834 R/T & similar; Drill
Doctor; Loader Operator (front-end & overhead, 4 yds. incl.
8 yds.); Multiple Dozer Units with single blade; Paving
Machine (asphalt and concrete); Quad -Track or similar
equipment; Rollerman (finishing asphalt pavement); Roto
Mill (pavement 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)
GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds
& over); Blade (finish & bluetop) Automatic, CMI, ABC,
Finish Athey & Huber & similar when used as automatic;
Cableway Operators; Concrete Cleaning/Decontamination
machine operator; Cranes (over 45 tons to but not including
85 tons), all attachments including clamshell and dragine;
Derricks & Stiffleys (65 tons & over); Elevating Belt
(Holland type); Heavy equipment robotics operator; Loader
(360 degrees revolving Koehring Scooper or similar);
Loaders (overhead & front-end, over 8 yds. to 10 yds.);
Rubber -tired Scrapers (multiple engine with three or more
scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads,
ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform
Trailers (Goldhofer, Shaurerly andSimilar); Ultra High
Pressure Wateriet Cutting Tool System Operator (30,000
psi); Vacuum Blasting Machine Operator
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 117
GROUP 8: Cranes (85 tons and over, and all climbing,
overhead,rail and tower), all attachments 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
shall be measured from the base of the Tower to the point
of the boom.
HAZMAT:
Anyone working on HAZMAT jobs, working with supplied air
shall receive $1.00 an hour above classification.
----------------------------------------------------------------
ENGI0612-012 06/01/2014
LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line
extending west from the northern boundary of Wahkaikum County
to the sea) AND THURSTON COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90 OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles):
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) = $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Rates
Fringes
POWER EQUIPMENT OPERATOR
GROUP
1A ...................$
38.39
17.40
GROUP
1AA..................$
38.96
17.40
GROUP
1AAA.................$
39.52
17.40
GROUP
1 .....................$
37.84
17.40
GROUP
2............'.........$
37.35
17.40
GROUP
3 .....................$
36.93
17.40
GROUP
4 .....................$
34.57
17.40
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) = $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 118
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - 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 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
GROUP 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 track or truck type
GROUP 2 - Barrier machine (zipper); Batch Plant Operator -
concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane -Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump -truck mount with 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 patrol graders, finishing;
Piledriver (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 45 yards; Subgrader trimmer;
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
Conveyor; Yo Yo pay
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
P a -.-.......
g e 19
GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane -A -frame over 10 tons; Drill oilers -auger type, truck
or crane mount; Dozer -D-9 and under; 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; Loaders -elevating type, belt; Motor
patrol 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 machines; Truck crane
oiler/driver under 100 tons; Tractors, backhoe under 75 hp
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine -laser screed; Cranes A -frame 10
tons and under; Elevator and manlift (permanent and shaft
type); Forklifts -under 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
Bellman; Roller -other than plant mix; Wheel Tractors,
farmall type; Shotcrete/gunite equipment operator
FOOTNOTE 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, Class "D" Suit - Base
wage rate plus $ .50 per hour.
H-2 Class "C" Suit - Base wage rate plus $1.00 per hour.
H-3 Class "B" Suit - Base wage rate plus $1.50 per hour.
H-4 Class "A" Suit - Base wage rate plus $2.00 per hour.
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
ENGI0701-002 01/01/2015
CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND
WAHKIAKUM COUNTIES
POWER RQUIPMENT OPERATORS: ZONE 1
Rates
POWER EQUIPMENT OPERATOR
GROUP 1 .....................$ 39.47
GROUP 1A ....................$ 41.44
GROUP 1B ....................$ 43.42
GROUP 2 .....................$ 37.58
GROUP 3 .....................$ 36.44
GROUP 4 .....................$ 35.36
GROUP 5 .....................$ 34.13
GROUP 6 .....................$ 30.94
Zone Differential (add to Zone 1 rates):
Zone 2 - $3.00
Zone 3 - $6.00
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Fringes
14.10
14.10
14.10
14.10
14.10
14.10
14.10
14.10
Page 120
Page 121
For the following metropolitan counties: MULTNOMAH;
CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;
CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS
INDICATED:
All jobs or projects located in Multnomah, Clackamas and
Marion Counties, West of the western boundary of Mt. Hood
National Forest 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 projects located
in Yamhill County, Washington County 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 projects 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: ALBANY; BEND; COOS BAY; EUGENE;
GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG
All jobs or projects located within 30 miles of the
respective city hall of the above mentioned cities shall
receive Zone I pay for all classifications.
All jobs or projects located more than 30 miles and less than
50 miles from the respective city hall of the above
mentioned cities shall receive Zone II pay for all
classifications.
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 4
Federal Wage Determinations for Highway Construction
Page 122
POWER EQUIPMENT OPERATORS 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) ton with
two hundred foot (200') boom or less (including jib,
inserts and/or attachments); Crane, ninety (90) ton through
one hundred ninety nine (199) ton with over two hundred
(200') boom Including jib, inserts and/or attachments);
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) ton through two hundred ninety nine
(299) ton, with over two hundred foot (200') boom
(including jib, 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 two hundred foot (200') jib;
Crane, tower Crane on rail system or 2nd tower or more in
work radius
Group 1B
Crane, three hundred (300) ton through three hundred ninety
nine (399) ton, with over two hundred foot (200') boom
(including jib, inserts and/or attachments); Floating
crane, three hundred fifty (350) ton and over; Crane, four
hundred (400) ton and over
Group 2
Asphalt Plant (any type); Asphalt Roto -Mill, pavement
profiler eight foot (81) lateral cut and over; Auto Grader
or "Trimmer"; Blade, Robotic; Bulldozer, Robotic Equipment
(any type); Bulldozer, over one hundred twenty thousand
(120,000) lbs. and above; Concrete Batch Plant and/or Wet
Mix one (1) and two (2) drum; Concrete Diamond Head
Profiler; Canal Trimmer; Concrete, Automatic Slip Form
Paver (Assistant to the Operator required); Crane, Boom
Truck fifty (50) ton and with over one hundred fifty foot
(150') boom and over; Crane, Floating (derrick barge)
thirty (30) ton but less than one hundred fifty (150) ton;
Crane, Cableway twenty-five (25) ton and over; Crane,
Floating Clamshell three (3) cu. Yds. And over; Crane,
ninety (90) ton through one hundred ninety nine (199) ton
up to and including two hundred 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); Crane, Whirley under ninety (90) ton; Crusher
Plant; Excavator over one hundred thirty thousand (130,000)
lbs.; Loader one hundred twenty thousand (120,000) lbs. and
above; Remote Controlled Earth Moving Equipment; Shovel,
Dragline, Clamshell, five (5) cu. Yds. And over; Underwater
Equipment remote or otherwise, when used in construction
work; Wheel Excavator any size
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
_..-.. -.... ... - --...-------...._._._- P age 23
Group 3
Bulldozer, over seventy thousand (70,000) lbs. up to and
including one hundred twenty thousand (120,000) lbs.;
Crane, Boom Truck fifty (50) ton and over with less than
one hundred fifty foot (150') boom; Crane, fifty (50) ton
through eighty nine (89) ton 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 one hundred
thirty thousand (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, pavement
profiler, under eight foot (8') lateral cut; Asphalt,
Material Transfer Vehicle Operator; Back Filling Machine;
Backhoe, Robotic, track and wheel type up to and including
twenty thousand (20,000) lbs. with any attachments; Blade
(any type); Boatman; Boring Machine; Bulldozer over twenty
thousand (20,000) lbs. 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; Compactor with blade self-propelled; Concrete,
Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;
Concrete, Paving Road Mixer; Concrete, Reinforced Tank
Banding Machine; Crane, Boom Truck twenty (20) ton and
under fifty (50) ton; Crane, Bridge Locomotive, Gantry and
Overhead; Crane, Carry Deck; Crane, Chicago Boom and
similar types; Crane, Derrick Operator, under one hundred
(100) ton; Crane, Floating Clamshell, Dragline, etc.
Operator, under three (3) cu. yds. Or less than thirty (30)
ton; Crane, under fifty (50) ton; Crane, Quick Tower under
one hundred foot (100') in height and less than one hundred
fifty foot (150') jib (on rail included); Diesel -Electric
Engineer (Plant or Floating); Directional Drill over twenty
thousand (20,000) lbs. pullback; Drill Cat Operator; -Drill
Doctor and/or Bit Grinder; Driller, Percussion, Diamond,
Core, Cable, Rotary and similar type; Excavator Operator
over twenty thousand (20,000) lbs. through eighty thousand
(80,000) lbs.; Generator Operator; Grade -all; Guardrail
Machines, i.e. punch, auger, etc.; Hammer Operator
(Piledriver); Hoist, stiff leg, guy derrick or similar
type, fifty (50) ton and 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 (25,000) lbs. and less than sixty thousand
(60,000) lbs.; Log Skidders; Piledriver Operator (not crane
type); Pipe, Bending, Cleaning, Doping and Wrapping
Machines; Rail, Ballast Tamper Multi -Purpose; Rubber -tired
Dozers and Pushers; Scraper, all types; Side -Boom; Skip
Loader, Drag Box; Strump Grinder (loader mounted or similar
type); Surface Heater and Planer; Tractor, rubber -tired,
over fifty (50) HP Flywheel; Trenching Machine three foot
(3') depth and deeper; Tub Grinder (used for wood debris);
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 124
Tunnel Boring 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 man;
Bulldozer, twenty thousand (20,000) lbs. or less, or one
hundred (100) horse or less; Cement 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 Machine, 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 hydraulic lifting device for
concrete forms; Conveyored Material Hauler; Crane, Boom
Truck under twenty (20) tons; Crane, Boom Type lifting
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 Pipe 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 flywheel and under;
Trenching Machine Operator, maximum digging capacity three
foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power
Jumbo setting slip forms, etc.
Group 6
Asphalt, Pugmill (any type); Asphalt, 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
(riding type); Concrete Saw; Conveyor Operator or
Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler;
Deckhand; Drill, Directional Locator; Fork Lift; Grade
Checker; Guardrail Punch Oiler; Hydrographic Seeder
Machine, straw, pulp or seed; Hydrostatic Pump Operator;
Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump
(any power); Rail, Brakeman, Switchman, Motorman; Rail,
Tamping Machine, mechanical, self-propelled; Rigger; Roller
grading (not asphalt); Truck, Crane Oiler -Driver
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 125
IRON0014-005 07/01/2015
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE,
STEVENS, WALLA WALLA AND -WHITMAN COUNTIES
Rates Fringes
IRONWORKER .......................$ 32.76 23.19
----------------------------------------------------------------
IRON0029-002 07/01/2015
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM
COUNTIES
Rates Fringes
IRONWORKER .......................$ 34.12 23.04
----------------------------------------------------------------
IRON0086-002 07/01/2015
YAKIMA, KITTITAS AND CHELAN COUNTIES
Rates Fringes
IRONWORKER .......................$ 32.76 23.19
----------------------------------------------------------------
IRON0086-004 07/01/2015
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES
Rates Fringes
IRONWORKER .......................$ 40.04 23.19
----------------------------------------------------------------
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
LAB00001-002 06/01/2014
ZONE 1:
Rates Fringes
Laborers:
Page 126
CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, 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,THURSTON AND WHATCOM COUNTIES
GROUP 1 ....................$ 22.49 10.30
GROUP 2 ....................$ 25.79 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 ....................$
21.76
10.30
GROUP
3 ....................$
23.85
10.30
GROUP
4 ....................$
24.43
10.30
GROUP
5 ....................$
24.85
10.30
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius 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 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 127
LABORERS CLASSIFICATIONS
GROUP l: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
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; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; 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; Jackhammer; Laserbeam Operator; Manhole
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 Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power;
Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person -sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Powderman; Re-Timberman; Hazardous Waste Worker (Level A:
utilizes a fully encapsulated suit with a self-contained
breathing apparatus or a supplied air line).
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 128
LAB00238-004 06/01/2014
PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th
Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA
SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE,
STEVENS & WHITMAN COUNTIES
Rates
LABORER (PASCO)
GROUP 1 .....................$ 22.25
GROUP 2 .....................$ 24.35
GROUP 3 .....................$ 24.62
GROUP 4 .....................$ 24.89
GROUP 5 .....................$ 25.17
LABORER (SPOKANE)
GROUP 1 .....................$ 21.95
GROUP 2 .....................$ 24.05
GROUP 3 .....................$ 24.32
GROUP 4 .....................$ 24.59
GROUP 5 .....................$ 24.87
Zone Differential (Add to Zone 1 rate): $2.00
BASE POINTS: Spokane, Pasco, Lewiston
Fringes
10.95
10.95
10.95
10.95
10.95
10.95
10.95
10.95
10.95
10.95
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 4
Federal Wage Determinations for Highway Construction
- -._- P a g e 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 pumpc:rete
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, shoring, 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, Class "B" (to include brakeman, finisher,
vibrator, form setter); Nozzleman (to include squeeze and
flo-crete nozzle); Nozzleman, 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 4
Federal Wage Determinations for Highway Construction
Page X30
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 lbs. 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 06/01/2014
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 06/01/2013
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
Rates 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 4
Federal Wage Determinations for Highway Construction
Page 131
Zone Differential (Add to Zone 1 rates):
Zone 2 $ 0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 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 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
LABORERS CLASSIFICATIONS
GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch
Weighman; Broomers; Brush Burners and Cutters; Car and
Truck Loaders; Carpenter Tender; Change -House Man or Dry
Shack Man; Choker Setter; Clean-up Laborers; Curing,
Concrete; Demolition, Wrecking and Moving Laborers;
Dumpers, road oiling crew; Dumpmen (for grading crew);
Elevator Feeders; Median Rail Reference Post, Guide Post,
Right of Way Marker; Fine Graders; Fire Watch; Form
Strippers (not swinging stages); General Laborers;
Hazardous Waste Worker; Leverman or Aggregate Spreader
(Flaherty and similar types); Loading Spotters; Material
Yard Man (including electrical); Pittsburgh Chipper
Operator or Similar Types; Railroad Track Laborers; Ribbon
Setters (including steel forms); Rip Rap Man (hand placed);
Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers;
Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring;
Timber Faller and Bucker (hand labor); Toolroom Man (at job
site); Tunnel Bullgang (above ground); Weight -Man- Crusher
(aggregate when used)
GROUP 2: Applicator (including pot power tender for same),
applying protective material by 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; Demolition and Wrecking Charred Materials;
Gunite Nozzleman Tender; Gunite or Sand Blasting Pot
Tender; Handlers or Mixers of all Materials of an
irritating nature (including cement and lime); Tool
Operators (includes but not limited to: Dry Pack Machine;
Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping
and Wrapping; Post Hole Digger, air, gas or electric;
Vibrating Screed; Tampers; Sand Blasting (Wet);
Stake -Setter; Tunnel-Muckers, Brakemen, Concrete Crew,
Bullgang (underground)
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 132
GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill
Operators, air tracks, cat drills, wagon drills,
rubber -mounted drills, and other similar types including at
crusher plants; Gunite Nozzleman; High Scalers, Strippers
and Drillers (covers work in swinging stages, chairs or
belts, under extreme conditions unusual to normal drilling,
blasting, barring -down, or sloping and stripping); Manhole
Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power
Saw Operators (Bucking and Falling); 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 Operator (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 09/01/2013
Rates Fringes
Hod Carrier ......................$ 30.47 10.05
----------------------------------------------------------------
PAIN0005-002 07/01/2015
STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH),
SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Painters:
STRIPERS ....................$ 27.44 14.09
----------------------------------------------------------------
PAIN0005-004 03/01/2009
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
PAINTER ..........................$ 20.82 7.44
----------------------------------------------------------------
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
P a g e 133
PAIN0005-006 07/01/2015
ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE);
CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS,
LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA,
WHITMAN AND YAKIMA COUNTIES
Rates Fringes '
PAINTER
Application of Cold Tar
Products, Epoxies, Polyure
thanes, Acids, Radiation
Resistant Material, Water
and Sandblasting ............ $
28.15
10.85
Over 30'/Swing Stage Work..$
22.20
7.98
Brush, Roller, Striping,
Steam -cleaning and Spray .... $
23.05
10.85
Lead Abatement, Asbestos
Abatement ...................$
21.50
7.98
*$.70 shall be paid over and above the basic wage rates
listed for work on swing stages and high work of over 30
feet.
----------------------------------------------------------------
PAIN0055-003 10/01/2015
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM
COUNTIES
Rates Fringes
PAINTER
Brush & Roller ..............$ 22.97 9.85
High work - All work 60
ft. or higher ...............$ 23.72 9.85
Spray and Sandblasting ...... $ 23.57 9.85
----------------------------------------------------------------
PAIN0055-006 11/01/2014
CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES
Rates Fringes
Painters:
HIGHWAY & PARKING LOT
STRIPER .....................$ 33.43 11.08
----------------------------------------------------------------
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
PLAS0072-004 06/01/2015
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA
COUNTIES
Rates Fringes
CEMENT MASON/CONCRETE FINISHER
ZONE 1 ......................$ 27.01 12.59
Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee
Zone 1: 0 - 45 radius miles from the main post office
Zone 2: Over 45 radius miles from the main post office
----------------------------------------------------------------
PLAS0528-001 06/01/2015
CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES
Rates Fringes
CEMENT MASON
CEMENT MASON ................$ 38.52 15.43
COMPOSITION, TROWEL
MACHINE, GRINDER, POWER
TOOLS, GUNNITE NOZZLE ....... $ 39.02 15.43
TROWLING MACHINE OPERATOR
ON COMPOSITION ............... $ 39.02 15.43
----------------------------------------------------------------
PLAS0555-002 06/01/2015
CLARK, KLICKITAT AND SKAMANIA COUNTIES
ZONE 1:
Rates
CEMENT MASON
CEMENT MASONS DOING BOTH
COMPOSITION/POWER
MACHINERY AND
SUSPENDED/HANGING SCAFFOLD..$ 30.58
CEMENT MASONS ON
SUSPENDED, SWINGING AND/OR
HANGING SCAFFOLD ............ $ 30.58
CEMENT MASONS ...............$ 29.98
COMPOSITION WORKERS AND
POWER MACHINERY OPERATORS ... $ 31.18
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Fringes
18.18
18.18
18.18
18.18
Page X34
Page 135
Zone Differential (Add To Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 3.00
BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,
SALEM, THE DALLES, VANCOUVER
ZONE 1: Projects within 30 miles of the respective city hall
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
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall
----------------------------------------------------------------
TEAM0037-002 06/01/2014
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
Zone Differential (Add to Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city
hall.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
WA160001 Modification 4
Federal Wage Determinations for Highway Construction.
Rates
Fringes
Truck drivers:
ZONE 1
GROUP
1 ....................$
26.90
14.37
GROUP
2 ....................$
27.02
14.37
GROUP
3 ....................$
27.15
14.37
GROUP
4 ....................$
27.41
14.37
GROUP
5 ....................$
27.63
14.37
GROUP
6 ....................$
27.79
14.37
GROUP
7 ....................$
27.99
14.37
Zone Differential (Add to Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city
hall.
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
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
WA160001 Modification 4
Federal Wage Determinations for Highway Construction.
Page X36
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: A Frame or Hydra lifrt truck w/load bearing
surface; Articulated Dump Truck; Battery Rebuilders; 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, unloading 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, 0-10 tons; Truck Tender;
Truck Mechanic Tender; Water Wagons (rated capacity) up to
3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds.
and under; Lubrication Man, Fuel Truck Driver, Tireman,
Wash Rack, Steam Cleaner or combinations; Team Driver;
Slurry Truck Driver or Leverman; Tireman
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
or doubles transporting equipment 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 7 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 combinations thereof: over 10 cu. yds. and
including 30 cu. yds. includes Articulated Dump 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 bottom
cumps, including Semi -Trucks and Trains or combinations
thereof: over 30 cu. yds. and -including 50 cu. yds.
includes Articulated Dump Trucks; Fire Guard; Transit Mix
and Wet or Dry Mix Trucks, over 11 cu. yds. and including
15 cu. yds.; Water Wagon (rated capacity) over 10,000
gallons to 15,000 gallons
GROUP 5: Composite Crewman; Dump Trucks, side, end and
bottom dumps, including Semi Trucks and Trains or
combinations thereof: over 50 cu. yds. and including 60 cu.
yds. includes Articulated Dump Trucks
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 4
Federal Wage Determinations for Highway Construction
Page X37
GROUP 7: Dump Trucks, side, end and bottom dumps, including
Semi Trucks and Trains or combinations thereof: over 80 cu.
yds. and including 100 cu. yds., includes Articulated Dump
Trucks; Industrial Lift Truck (mechanical tailgate)
TEAM0174-001 06/01/2015
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
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
Rates Fringes
Truck drivers:
CENTRALIA
RAYMOND
ZONE A:
EVERETT
SHELTON
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 center of listed cities*): Add $.70
per hour to Zone A rates.
ZONE C (over 45 miles from centr of listed cities*): Add
$1.00 per hour to Zone A rates.
*Zone pay will be calculated from the city center of the
following listed cities:
BELLINGHAM
CENTRALIA
RAYMOND
OLYMPIA
EVERETT
SHELTON
ANACORTES
BELLEVUE
SEATTLE
PORT ANGELES
MT. VERNON
KENT
TACOMA
PORT TOWNSEND
ABERDEEN
BREMERTON
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1 - "A -frame or Hydralift" trucks and Boom trucks or
similar equipment when "A" frame or "Hydralift" and Boom
truck or similar equipment is used; Buggymobile; Bulk
Cement Tanker; Dumpsters and similar equipment,
Tournorockers, Tournowagon, Tournotrailer, Cat DW 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 thereof with 16 yards to 30 yards capacity:
Over 30 yards $.15 per hour additional for each 10 yard
increment; Explosive Truck (field mix) and similar
equipment; Hyster Operators (handling bulk loose
aggregates); Lowbed and Heavy Duty Trailer; Road Oil
Distributor Driver; Spreader, Flaherty Transit mix used
exclusively in heavy construction; Water Wagon and Tank
Truck -3,000 gallons and over capacity
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 138
GROUP 2 - Bulllifts, or similar equipment used in loading or
unloading 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 thereof with less than 16 yards capacity;
Flatbed (Dual Rear Axle); 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) and
similar equipment; Team Driver; Tractor (small,
rubber-tired)(when used within Teamster 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
Truck. (Adjust Group 3 upward
work only)
GROUP 4 - Escort or Pilot Car
GROUP 5 - Mechanic
HAZMAT PROJECTS
axle); Pickup Sweeper; Pickup
by $2.00 per hour for onsite
Anyone working on a HAZMAT job, where HAZMAT certification is
required, shall be compensated as a premium, in addition to
the classification working in as follows:
LEVEL C: +$.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 line.
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 139
* TEAM0690-004 01/01/2016
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA
COUNTIES
Rates Fringes
Truck drivers: (AREA 1: SPOKANE ZONE CENTER: Adams,Chelan, Douglas, Ferry,
Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and
Whitman Counties
AREA 1: LEWISTON ZONE CENTER:
Asotin, Columbia, and Garfield Counties
AREA 2: PASCO ZONE CENTER:
Benton, Franklin, Walla Walla and Yakima Counties)
AREA 1:
GROUP
1 ....................$
20.17
16.69
GROUP
2 ....................$
22.44
16.69
GROUP
3 ....................$
22.94
16.69
GROUP
4 ....................$
23.27
16.69
GROUP
5 ....................$
23.38
16.69
GROUP
6 ....................$
23.55
16.69
GROUP
7 ....................$
24.08
16.69
GROUP
8 ....................$
24.44
16.69
AREA 2:
GROUP
1 ....................$
22.17
16.69
GROUP
2 ....................$
24.44
16.69
GROUP
3 ....................$
24.94
16.69
GROUP
4 ....................$
25.27
16.69
GROUP
5 ....................$
25.38
16.69
GROUP
6 ....................$
25.55
16:69
GROUP
7 ....................$
26.08
16.69
GROUP
8 ....................$
26.44
16.69
Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00)
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: Outside 45 radius miles from the main post office
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page X40
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power
Boat Hauling Employees or Material
GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and
under); Leverperson (loading trucks at bunkers); Trailer
Mounted Hydro Seeder and Mulcher; Seeder & Mulcher;
Stationary Fuel Operator; Tractor (small, rubber -tired,
pulling trailer or similar equipment)
GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile &
Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. &
under); Flat Bed Truck with Hydraullic System; Fork Lift
(3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner &
Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo;
Scissors Truck; Slurry Truck Driver; 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 & Tow Truck
GROUP 4: A -Frame; Burner, Cutter, & Welder; Service Greaser;
Trucks, side, end, bottom & articulated end dump (over 6
yards to and including 12 yds.); Truck Mounted Hydro
Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons)
GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under);
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 end dump (over 12 yds. to & including 20 yds.);
Truck -Mounted Crane (with load bearing surface either
mounted or pulled, up to 14 ton); Vacuum Truck (super
sucker, guzzler, etc.)
GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift
(over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field);
Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers &
Trucks Hauling Concrete (over 10 yds. to & including 20
yds.); Trucks, side, end, bottom 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 scale, whichever
is greater Water Tank Truck (8,001- 14,000 gallons);
Lowboy(over 50 tons)
GROUP 7: Oil Distributor Driver; Stringer Truck (cable
oeprated trailer); Transit Mixers & Trucks Hauling Concrete
(over 20 yds.); Truck, side, end, bottom end dump (over 40
yds. to & including 100 yds.); Truck Mounted Crane (with
load bearing surface either mounted or pulled (16 through
25 tons);
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 141
GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end,
bottom and articulated end dump (over 100 yds.); Helicopter
Pilot Hauling Employees or Materials
Footnote A - Anyone working on a HAZMAT job, where HAZMAT
certification is required, shall be compensated as a
premium, in additon to the classification working in as
follows:
LEVEL C -D: - $.50 PER HOUR (This is the lowest level of
protection. This level may use an air purifying respirator
or additional protective clothing.
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
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of "identifiers" 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 average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than "SU" or
"UAVG" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
WA160001 Modification 4
Federal Wage Determinations for Highway Construction
Page 142
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 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.
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 all the rates reported in the 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 identifier.
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 indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next 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 4
Federal Wage Determinations for Highway Construction
Page 143
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 the 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
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
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
interested 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 4
Federal Wage Determinations for Highway Construction
Page 144
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 4
Federal Wage Determinations for Highway Construction
ADDENDUM NO. 1
To Contract Documents
For
Crosswalk Improvements (Federal Aid Project #STPUS-9918(015)
Page 1 of 1 Issued: June 8, 2016
Contents: This Addendum No. 1 contains revisions 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 Bremerton Crosswalks Improvements 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.
Replace the Proposal in the Contract Documents with the attached.
Gus Brandon Garcia
Project Engineer ( Manager
City of Bremerton
END OF ADDENDUM NO. 1 -
PROPOSAL FORM (Continued)
NOTE: Unit prices for all items, all 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.
kem Approz Wn wmh unit Priced Bld unk Price Amount
No. Quantky Dolieni•I:Cta D61lma-10m, I
1.00 MOBILIZATION
1
L.S.
PREPARATION
WATER LINES
1.00 RESETTING EXISTING HYDRANTS
2
EACH ----------., --------------- ----
EROSION CONTROL AND PLANTING
11.00 INLET PROTECTION
3
EACH
1.00 EROSION/WATER POLLUTION CONTROL
4 EST. $ 1,250 Id
00
TRAFFIC
520.00 CEMENT CONC. TRAFFIC CURB AND GUTTER
5
L.F.
1.00 TRAFFIC SIGNAL SYSTEM MODIFICATIONS, KITSAP WAY / 11TH
6
L.S.
1.00 TRAFFIC SIGNAL SYSTEM MODIFICATIONS, 11TH ST / HIGH AVE
7
L.S.
1.00 RRFB SIGNAL SYSTEM COMPLETE, SR304 / 1 ST ST
8
L.S.
Crosswalk Improvements Contract Documents
City of Bremerton, Washington 9 Skillings Connolly, Inc.
Federal Aid # STP US -9918(015) March 2016
PROPOSAL FORM (Continued)
ern.. Approxi Itbih. fi`uhwPm%dsid, !tleif'Piice;
�o. QWhtiijr. Dollars Cts
1.00 HAWK SIGNAL SYSTEM COMPLETE, 6TH ST / HIGH AVE
9
L.S. -- ----- -- ------•-----...._.__..—.----------------._.....
1.00 RRFB SIGNAL SYSTEM COMPLETE, KITSAP WAY ! HARLOW
10
L.S.
100.00 CEMENT CONC. TRAFFIC CURB
11
L.F.
410.00 CEMENT CONC. PEDESTRIAN CURB
12
55.00 PAINT LINE
13
L.F. - --.._._..------------------ .... --- ---- --- -._
380.00 PLASTIC CROSSWALK LINE
14
S.F. ---------- ------------------
40.00 PLASTIC STOP LINE
15
-----
0.40 RAISED PAVEMENT MARKER TYPE 1
16
HUND
0.10 RAISED PAVEMENT MARKER TYPE 2
17
HUND
1.00 PERMANENT SIGNING
18
---------
19
40.00
E
PLASTIC YIELD LINE SYMBOL 11 0
EACH
OTHER ITEMS
1.00 FIELD ADJUST RAMPS
$2,500 .00 $2,500 .DO
EST. ------- ---------------------------------- --- -- ----
Crosswalk Improvements Contract Documents
City of Bremerton, {Vashington 10 Skillings Connolly, Inc.
Federal Aid 9 STPUS-9918(015) March 2016
PROPOSAL FORM (Continued)
Item Approx. Item with Unit Priced: Bid Unit Price Amount
No: 4uantity Dollars 6% Dollars ( Cts
8.00 CEMENT CONC. CURB RAMP TYPE PARALLEL A
22
EACH-- -------------------- --- ------------
5.00 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR
23
EACH---............ ........._------.......... -... _....._.....-----------._....___.
4.00 CEMENT CONC. CURB RAMP TYPE COMBINATION
24
EACH
1.00 RESOLUTION OF UTILITY CONFLICTS
25 $2,500 .00 $2,500 .00
EST.
8.00 ADJUST CATCH BASIN
26
EACH-------------- — ------.__...----------------------.__.
1.00 ADJUST VALVE BOX
27
EACH
1.00 ROADWAY SURVEYING
28
L.S.---------- --------...--------------------- -- - --
236.00 CEMENT CONC. SIDEWALK
29
S.Y.--------------- - --..................--._.....___......._..._.__....----•---..._
1.00 ROADSIDE CLEANUP
1.00 MINOR CHANGE
31 EST. 515,000 .00 $15,000 .00
1.00 SPCC PLAN 11 11
H
L.S.
Data He- G.IPmject=15115071 Bremerton Crosswalk Improvements DesignlEstrmatelPFSDARD.MW
Grand Total.........
Crosnvalk hirproverrients Contract Documents
Ciry of Bremerton, Washington 11 Skillings Connolly, Inc.
Federal Aid 9 STPUS-9918(015) March 2016
PERFORMANCE BOND
Local Agency Performance Bond
PERFORMANCE BOND
to [City of Bremerton or County], WA
Bond No. 1065211871
The (City of Bremerton or County], Washington ([City or County]) has awarded to
Massana Construction, Inc. (Principal), a contract for the construction of the project designated as Bremerton crosswalk lmprovements ,Project
No. STPUS-9918(018) in Bremerton, Washington (Contract), and said Principal is required to furnish a bond for performance of all
oblig-aTimns—u—nde-rthe Contract.
Travelers Casualty & Surety
The Principal, and Company of America (Surety), a corporation, organized under the laws of the State of Connecticut
and licensed to do business in the State of Washington as surety and named in the current list of "Surety Companies Acceptable in
Federal Bonds" as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and
severally held and firmly bound to the [City or County], in the sum of Six Hundred Eighty Eight Thousand Four hundred Fifty Five Dollars & no cents US
Dollars ($ 688,455.00 ) Total Contract Amount, subject to the provisions herein.
This statutory performance bond shall become null and void, if and when the Principal, its heirs, executors, administrators,
successors, or assigns shall well and faithfully perform all of the Principal's obligations under the Contract and fulfill all terms and
conditions of all duly authorized modifications, additions, and changes to said Contract that may hereafter be made, at the time and in
the manner therein specified; and if such performance obligations have not been fulfilled, this bond shall remain in force and effect.
The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the
specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on
this bond, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work
performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total
amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not
required for such increased obligation.
This bond may be executed in two (2) original counterparts, and shall be signed by the parties' duly authorized officers. This bond will
only be accepted if it is accompanied by a fully executed and original power of attorney for the office executing on behalf of the surety.
PRINCIPAL _ SURETY
.
06/20/16 t
/,. 06/2016
Date SuretySgnature _
Principal signature Date _
Mark Massmann 06/20/16 Robert A. Yarbrough 06/20/16
Printed Name Date Printed Name Date
President Attorney In Fact
Title Title
Name, address, and telephone of local office/agent of Surety Company is
Travis Belling
1501 4th Ave.
Seattle WA 98101
(206) 326-4284
Approved as to form:
[City or County] Attorney/' [City
DOT Form 272-002A EF
08/2012
Crosswalk Improvements
City of Bremerton, Washington
Federal Aid # STPUS-9918(015)
or
24
nty] Date
Contract Documents
Skillings Connolly, Inc.
March 2016
PAYMENT BOND
Local Agency Payment Bond -
Highway Construction
PUBLIC WORKS PAYMENT BOND
to [City of Bremerton or County], WA
Bond No. 106521871
The rCity of Bremerton or County], Washington ([City or County]) has awarded to
Massana construction Inc (Principal), a contract for the construction of the project designated as Bremertoncr—aikim,rovemera ,Project
No. sTPus-9918(015) , in - I-, Washington (Contract), and said Principal is required under the terms of that Contract to furnish a
payment bond in accord with Title 39.08 Revised Code of Washington (RCW) and (where applicable) 60.28 RCW.
The Principal, and Ta°aiamcaa°e'tyand S-ty Umpry °fAm,ri a (Surety), a corporation organized under the laws of the State of Connecticut
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 the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and
severally held and firmly bound to the [City or County], in the sum of Six Hundred Eighty Eight Thousand Four hundred Fifty Five Dollars 8 no cents US
Dollars ($ 688,455.00 ) Total Contract Amount, subject to the provisions herein.
This statutory payment bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or
assigns shall pay all persons in accordance with RCW 39.08, 39.12, and 60.28 including all workers, laborers, mechanics,
subcontractors, and materialmen, and all person who shall supply such contractor or subcontractor with provisions and supplies for
the carrying on of such work, and all taxes incurred on said Contract under Titles 50 and 51 RCW and all taxes imposed on the
Principal under Title 82 RCW; and if such payment obligations have not been fulfilled, this bond shall remain in full force and effect.
The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the
specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on
this bond, and waives notice of any changes, extension of time, alteration or addition to the terms of the Contract or the work
performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total
amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not
required for such increased obligation.
This bond may be executed in two (2) original counterparts, and shall be signed by the parties' duly authorized officers. This bond will
only be accepted if it is accompanied by a fully executed and original power of attorney for the office executing on behalf of the surety.
PRINCIPAL SURETY
"I. 06/20/16- -'/-
06/20/2016
Principal Signature Date Suret Signature Date
Mark Massmann 06/20/16 Robert A. Yarbrough 06/20/2016
Printed Name Date Printed Name Date
President Attorney In Fact
Title Title
Name, address, and telephone of local office/agent of Surety Company is
......._.......w .......... ........ .....
Travis Belling
1501 4th Ave.
Seattle WA 98101
(206) 326-4284
Approved as to form:
[Citk or l ounty] Attorney, [Ci,
DOT Form 272-003A EF
0812012
Crosswalk Improvements
City of Bremerton, Washington
Federal Aid # STPUS-9918(015)
or
25
County]
Date
Contract Documents
Skillings Connolly, Inc.
March 2016
WA—RNING, MIS
�PW: WER OF ATTORNEY
Al' Farmington Casualty Company St., PaulM.ercury Insurance Company
TRAVELERS
Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company
Fidelity and Guaranty Insurance Underwriters, Inc. D-avelers Casualty and Surety Company of America
,St. Paul Fire and.Marine Insurance Company United States Fidelity and Guaranty ("ornpany
St. Paul Guardian Insurance Company
Attorney -In Fact No. 221836 Certificate No. 00Z5829330
KNOW ALL MEN BY THESE PRES]ENTS: 'that Farmington Casualty Company, St, Paul Fire and Marine Insurance Company, St, Paul Guarctian Insurance
Company, St. Paul Mercury hasurance Company, Travelers Casualty and Surety Company, Travelers C'astralty and Surety Company of America, and United States
Fidelity and Givaratity. Company are corporations (July orp , of Connecticut, that Fidelity and Guaranty Insurance Company is a
ganized under the laws of the State
corporation duly organized wider the laws of the State of Iowa, and that.iFidelity and Guaranty Insurance Underwriters, Inc., is a corporation difly organized under the
laws of the State, of Wisconsin (herein collectively called the "Companies"),air.id that the Companies do hereby make, constitute and appoint
Robert A. Yarbrough
of the City of Atlanta State, of__ ...... .. ................ .. Georgia .................... their true and lawful. Attorneys)-in.Fact,
each in their separate capacity if more than one is, named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their business, of guaranteeing the fidelity of persons, guaranteeing the perforinance of
contracts and executi rig or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this institunent to be sipned and their corporate sends to be hereto affixed, this 12th
...............
day of March 21114 . .............
.... ... . . ....
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc..
St:. Paul Fire and Marine Insurance Company
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
i_4
E
KOO(,
A.
0 (z' 06 77 14ARTFO
0
4 A40
Co
State of Connecticut
City of Hartfords,!i.
By:
...............
Robert L Raney, enior Vice President
On this, the l2th day of March 1 . 2014
- - 1-1111-111-1-1 ............................... . ................. , before me personally appeared Robert L. Raney, who acknowledged himself to
be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty lrisurtmee Underwriters, Inc., St, Paul
114re and Marine.hisurance Company, St. Paul Guardian [nmrance Company, St. Paul Mercury inmnancc Company, r l'raveiers Casualty and Surety Company, Travelers
Casualty and Surety Company ofArrierica, and I.Juited States 11^'idelny and Guaranty Company, and that he, w, such., being authorized %o to do, executed the foregoing
instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
Jer
In Witness Whereof, I hereunto set my hand and official seal.
........... .... .. �. . . . . ...............
My Cornaussion expires the 30th day of June, 2016. Maxie C.'Fetreault, Notary Public
4
58440 8-12 Printed in U.S.A.
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity
and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance
Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States
Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows:
RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice
President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf
of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the
Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any
of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is
FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may
delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy
thereof is filed in the office of the Secretary; and it is
FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking
shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice
President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the
Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power
prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is
FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,
any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any
certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds
and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal
shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on
the Company in the future with respect to any bond or understanding to which it is attached.
I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance
Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and
Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing
is a true and correct copy of the Power of Attorney executed by said Companies, which 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 Z7" day of '20
f Kevin E. Hughes, Assist�Sec,
2 CSA.. yvuvq B ��
6_11(1
1482 1977 is n; ; }; _•_ o ` NAHTWRD, HARTF6pp, '
s
4 �b 1951 _ ,•;SePiLio. STS.iS.7r_i3
Z dy4""��i ..a� �w6' a' �.o's eJO�i bd a�f,o�•... .•'LD 6 L "•..�"l
To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the
above-named individuals and the details of the bond to which the power is attached.
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER