HomeMy WebLinkAboutCAG2021-317 - Original - Insituform Technologies, LLC - 2021 Storm Sewer CIPP Lining - 07/08/2021ApprovalOriginator:Department:
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Mayor or Designee
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Type:Review/Signatures/RoutingDate Received: City Attorney:
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Date Routed: Mayor’s Office City Clerk’s OfficeAgreement InformationVendor Name:Category:
Vendor Number:Sub-Category:
Project Name:
Project Details:
Agreement Amount:
Start Date:
Local Business? Yes No*
Business License Verification:
If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace.
Yes In-Process Exempt (KCC 5.01.045)
Notice required prior to disclosure?
Yes No
Contract Number:
This form combines & replaces the Request for Mayor’s Signature and Contract Cover
Sheet forms. (Print on pink or cherry colored paper)
Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20
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Budget? Yes No
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rev. 20210513
FOR CITY OF KENT OFFICIAL USE ONLY
Agreement Routing Form
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(Optional)
Basis for Selection of Contractor:
* Memo to Mayor must be attached
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Authorized to Sign:
Original
CAG2021-317
7/12/21
DATE: June 15, 2021
TO: Kent City Council
SUBJECT: 2021 Storm Sewer Cast-in-Place Pipe Lining Bid - Award
MOTION: I move to award the 2021 Storm Sewer CIPP Lining Project to
Insituform Technologies, LLC in the amount of $674,304.15 and authorize
the Mayor to sign all necessary documents, subject to final terms and
conditions acceptable to the City Attorney and Public Works Director.
SUMMARY: The project includes approximately 5,600 lineal feet of cured-in-place
pipe lining of existing 8, 12, 15, and 18-inch diameter storm sewer pipes
throughout the City. The cured-in-place pipes shall be installed with the inversion
method and water curing, which will extend the life of the sewer main and avoid
much higher replacement costs.
The bid opening for the 2021 Storm Sewer Cured-in-Place Pipe Lining Project was
held on June 8, 2021 with two bids received. The lowest responsible and responsive
bid was submitted by Insituform Technologies, LLC in the amount of $674,304.15.
Bid Tab Summary
01. Insituform Technologies, LLC $674,304.15
02. Michels Corporation $1,290,300.44
Engineer's Estimate $686,693.70
BUDGET IMPACT: The project is funded by the Drainage Fund and will result in no
additional budget impacts.
SUPPORTS STRATEGIC PLAN GOAL:
Innovative Government - Delivering outstanding customer service, developing leaders, and
fostering innovation.
Sustainable Services - Providing quality services through responsible financial management,
economic growth, and partnerships.
10.B
Packet Pg. 276
ATTACHMENTS:
1.Storm Sewer CIPP Lining Bid Tab (PDF)
10.B
Packet Pg. 277
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
2021 Storm Sewer CIPP Lining
Project Number: 21-3022.2
BIDS ACCEPTED UNTIL
June 8, 2021
12:00 P.M.
BID OPENING IMMEDIATELY FOLLOWING
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
CHAD BIEREN, P.E.
PUBLIC WORKS DIRECTOR
INDEX
Section 1 Bidder’s Package
Section 2 Payment and Performance Bond
and Contract
Section 3 Table of Contents
Section 4 Kent Special Provisions
Section 5 Traffic Control Plans
Section 6 Prevailing Wage Rates
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
2021 Storm Sewer CIPP Lining
Project Number: 21-3022.2
BIDS ACCEPTED UNTIL
dune 8, 2021
12:00 P.M.
BID OPENING IMMEDIATELY FOLLOWING
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
CHAD BIEREN, P.E.
PUBLIC WORKS DIRECTOR
KENT
A S H I N G T 0 N
WASH
51094
I ST��
�SSI�NAL E��1 -5/o/2
ORDER OF CONTENTS
Invitation to Bid
Contractor Compliance Statement
Declaration – City of Kent Equal Employment Opportunity Policy
Administrative Policy 1.2 – Minority and Women Contractors
City of Kent Equal Employment Opportunity Compliance Statement
Proposal
Subcontractor List (over $1 million) – HVAC, Plumbing, and Electrical
Subcontractor List (over $1 million) – Structural Steel Installation Rebar Installation
Contractor’s Qualification Statement
Statement that Bidder Has Not Been Disqualified
Certification of Compliance with Wage Payment Statutes
Proposal Signature Page
Bid Bond Form
Combined Declaration Form
Non-Collusion, Minimum Wage
Change Order
Bidder’s Checklist
Payment and Performance Bond
Contract
Table of Contents
Traffic Control Plans
Prevailing Wage Rates
INVITATION TO BID
Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City
Clerk’s office through June 8, 2021 up to 12:00 p.m. as shown on the clock on the east wall of
the City Clerk’s Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All
bids must be properly marked and sealed in accordance with this “Invitation to Bid.” Bids must
be delivered and received at the City Clerk’s office by the above-stated time, regardless of
delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately
following 12:00 p.m. for the City of Kent project named as follows:
2021 Storm Sewer CIPP Lining
Project Number: 21-3022.2
The City of Kent will conduct the bid opening at the time and date as scheduled,
however, due to the coronavirus disease 2019 (COVID-19) and its impacts the bid
opening process will take place as follows:
Bidders shall call the City Clerk at (253) 856-5725 to drop off bids. The City Clerk will
read the bids out loud from the Clerk’s office. Individuals can stand in the lobby
outside the Clerk’s office during the bid opening to hear the bid results, but must
stand 6 feet or more apart.
The project consists of approximately 5,600 LF of cured-in-place pipe (CIPP) lining of existing 8,
12, 15, and 18 Inch diameter storm sewer pipes. The cured-in-place pipes shall be installed with
the inversion method and water curing.
The City of Kent has determined the project is essential pursuant to the Governor
Inslee issued Proclamation 20-25. Should a contract be executed and this
Proclamation or a similar proclamation be in place, specialized plans and protocols
must be established and implemented to meet the social distancing and sanitation
measures set forth by the United States Department of Labor or the Washington State
Department of Health. It is the contractor’s responsibility to implement these
measures.
The Engineer’s estimated range for this project is approximately $650,000 to $750,000. Bid
documents may be obtained by contacting City of Kent Engineering Department, Nancy
Yoshitake at 253-856-5508. For technical questions, please call Derek Hawkes at 253-856-5548.
Bids must be clearly marked “Bid” with the name of the project on the outside of the envelope,
addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will
be accepted. No facsimiles or electronic submittals will be considered.
Each bid shall be in accordance with the plans and specifications and other contract documents
now on file in the office of the City Engineer, City of Kent, Washington. Plans and
specifications can also be downloaded at no charge at KentWA.gov/doing-
business/bids-procurement. Copies of the WSDOT Standard Specifications are available for
perusal only.
Apprentice Utilization Requirements are mandatory for all public works estimated to cost one
million dollars or more, in which case no less than 15% of the labor hours must be performed by
apprentices. KCC 6.01.030.
A cashier’s check, cash or surety bond in the amount of 5% of the bid must be included with the
bid.
The City of Kent 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
responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The
award of the contract will not occur until the City of Kent has reviewed all bids for
responsiveness and responsibility determinations and the Kent City Council has formally
awarded the contract.
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.
Bidders must submit with their initial bid a signed statement as to whether they have previously
performed work subject to the President’s Executive Order No. 11246.
No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening.
Dated this 24th day of May, 2021.
BY:
Kimberley A. Komoto, City Clerk
Published in:
Daily Journal of Commerce on May 25 and June 1, 2021
Washington State Office of Minority and Women’s Business Enterprise on May 25, 2021
PROPOSAL
To the City Clerk
City Hall
Kent, Washington 98032
The undersigned hereby certifies that lnsituform Technologies, LLC
has examined the job site and constru ction details of the work as outlined on the
plans and described in the specificatio ns for the project named 2O2L Storm Sewer
CIPP Lining/Project Number: 2L'3O22.2 for the City of Kent, Washington, and
has read and thoroughly understands the plans and speci fications and contract
g overning the work embraced in this improvement and th e method by which Payment
will be made for that work and hereby p
embraced in this improvement in accord
following schedule of rates and prices:
roposes to underta ke and complete the work
ance with the bid and contract, and at the
NOTE TO BIDDERS:
1. All bid items are described in the Kent Special Provisions (KSP) or the Standard
Specifications (WSDOT), Reference the Section No. listed in this proposal, where
the bid item is described,
2. Proposal items are numbered in sequence but are non-continuous'
3. Unit prices for all items, all extensions, and total amount of bid must be shown'
4. Should bid items with identically worded bid item descriptions, marked with
asterisk (x), appear in more than one schedule of the proposal, the bidder must
bid the same unit price on corresponding items for each schedule. If the Contractor
enters different unit prices on these items, the City will unilaterally revise the bid
amounts to the lowest unit price on each corresponding item and recalculate the
Contractor's total bid amount. The corrected total bid amount will be used by the
City for award purposes and fix the amount of the contract bond.
EXAMPLE
SCHEDULE I - STREET
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
QUANTITY
ITEM
1006 2-03.5
WSDOT
100
CU YDS
$14,00
Per CY
$1,400,00Roadway Excavation,
Including Haul
Any bids not filled out properly may be considered non-responsive'
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 2L-3O22'2
5 May 24,202L
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTIW
ITEM
1000 L-Og.7
WSDOT
1
LUMP SUM
Mobilization $tte^|.oo $8be3.oo
Per LS
1010 r-07.4(s)
KSP
1
LUMP SUM
Health and Safety Plan *ft\fl.oo s f$@.oo
PeT LS
1015 1-07,1s(1)
KSP
1
LUMP SUM
SPCC Plan $e5@.@ $ aail'oo
Per LS
1355 1-04.4(1) 1
WSDOT CALC
Minor Changes $1s,ooo.oox $15,000.00
Per CALC
xCommon price to all bidders
30 10 7-23.5
KSP
2L0
LN FT
CIPP Liner Installation,
B Inch Diameter !20.3;oo $4A,bVo.m
Per LF
30L2 7-23.5
KSP
3,75O
LN FT
CIPP Liner Installation,
12 Inch Diameter
$1t).oo $26g,1fio,ao
Per LF
3013 7-23.5
KSP
950
LN FT
CIPP Liner Installation,
15 Inch Diameter
$ 12. 00 $ rft,4n.oo
Per LF
30L4 7-23.5
KSP
650
LN FT
CIPP Liner Installation,
18 Inch Diameter
$/5'7.e $/01,o5o,re
Per LF
3020 7-23.5
KSP
1
LUMP SUM
Odor Control Plan $e5o0.oo s.15U. n
PeT LS
62021 Storm Sewer CIPP Lining/Leyrer
Project Number: 21-3022'2
May 24,2021
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
3025 7-23.s
KSP
1
LUMP SUM
CIPP Repair Plan l:??* $asbe
3030 7^23.5
KSP
1
LUMP SUM
CIPP Installation Plan $)Sat.oo $ A6oD'oo
Per LS
3035 7-23.5
KSP
1
LUMP SUM
As-Built Records SX6m.o $ A6@.aD
Per LS
3040 7-23.5
KSP
1
LUMP SUM
Tree, Vegetation, and Soil
Protection Plan
$35o0'o
PCT LS
5 ?fao.oo
s005 1-10.5
KSP
300
HOURS
Traffic Control Labor S b3'oo $ /8,?oo . do
Per HR
501s 1- 10.5
KSP
150
HOURS
Traffic Control Supervisor $ ?'{. oO $ /lrle,a
Per HR
s020 1- 10.5
KSP
1
LUMP SUM
Tem pora ry Traffic Control
Devices
$qqq4,oD $ qqq4,ao
Per LS
7000 B-01.5
KSP
1
FORCE
ACCOUNT
Surface Restoration $ 15,000.00*
Per FA
$15,000.00
xCo mmon orice to all bidders
7055 B-01.5
WSDOT
1
FORCE
ACCOUNT
Erosion/Water Pol lution
Control
$5,000.00x $5,000.00
Per FA
xCo mmon orice to all bidders
Sub Total
IO.lo/o WA State Sales Tax
Total
7
?. oo
I 7.ts
,15.T
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 2l-3022.2
May 24,202t
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
HVAC, PLUMBING AND ELECTRICAL
Name of Bidder:lnsituform Technologies, LLC
Project Name:2O2a Storm CTPP I inino
Project Number:2t-3'J22-2
Pursuant to RCW 39.30,060, Bidder shall list the names of the subcontractors with
whom the Bidder, if awarded the contract, will subcontract for performance of the
work of heating, ventilation, and air conditioning; plumbing; and electrical, or name
itself for the work,
Failure of the Bidder to submit, within one hour after the published bid submittal time,
the names of such subcontractors or to name itself to perform such work or the
naming of two or more subcontractors to perform the same work shall render the
Bidder's Bid non-responsive and, therefore, void.
Heating, Ventilation, and Air Conditioning Subcontractor Name:
Plumbing Subcontractor Name:
Electrical Subcontractor Name
.lrrne 8 2 I
gnature of Bid
Whittney Schulte,ng & Attesting Officer
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 2L-3O22'2
r Date
May 24,2021
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION
Name of Bidder lnsituform Tech LLC
Project Name:2O21 Stor m Sewer CIPP Lini o
Project Number:2L-3022,2
Pursuant to RCW 39,30,060, Bidder shall list the names of the subcontractors with
whom the Bidder, if awarded the contract, will subcontract for performance of the
work of structural steel installation and rebar installation'
Failure of the Bidder to submit, within 48 hours after the published bid submittal time,
the names of such subcontractors or to name itself to perform such work or the
naming of two or more subcontractors to perform the same work shall render the
Bidder's Bid non-responsive and, therefore, void.
Structural Steel Installation Subcontractor Name
Rebar Installation Subcontractor Name :ill*
June 8, 2
Signature of B
Whittney Schulte,ng & Attesting Officer
r Date
2021 Storm Sewer CIPP Lining/Leyrer
Project Number; 2L-3O22.2
9 May 24,202L
CoNTRACTOR'S QUALTFTCATTON STATEM ENT
(RCW 39.O4.35O)
THE CITY WILL REVTEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO
DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO
PERFORM THE CONTRACT WORK, THTS FORM INCLUDES CRITERIA
ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A
RESPONSIBLE BIDDER AND QUALTFIED TO BE AWARDED THIS PUBLIC
WORKS PROJECT AS WELL AS STIPPLEMENTAL CRITERIA ESTABLISHED BY
THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT'
THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY'
Indicia of contractor's responsibility inherently involve subjective determinations as to
the contractor's ability to perform and complete the contract work responsibly and to
the owner city's satisfaction. The city has an obligation and a duty to its citizens and
its taxpayers to administer its budgets and complete its projects in a businesslike
manner, Accordingly, it has a duty to exercise the type of inquiry and discretion a
business would conduct when selecting a contractor who will be responsible to
perform the contract work,
The city's supplemental criteria are based, in large part, on the qualification statement
form used by the American Institute of Architects. The city provides these criteria so
as to provide the most objective framework possible within which the city will make its
decision regarding the bidder's ability to be responsible to perform the contract work.
These criteiia, taken together, will form the basis for the city's decision that a bidder
is or is not responsible to perform the contract work'
Any bidder may make a formal written request to the city to modify the criteria set
forttr in this qualification statement, but that request may only be made within 48
hours of the date and time that the bidder first obtains the bid documents or three (3)
business days prior to the scheduled bid opening date, whichever occurs first. If the
city receives a modification request, it will consider any information submitted in the
request and will respond before the bid submittal deadline. If the city's evaluation
results in changed criteria, the city will issue an addendum establishing the new or
modified criteria.
If the city determines that, based on the criteria established in this statement, a
bidder is not responsible to perform the contract work, the city will provide written
notice of its determination that will include the city's reason for its decision' The
bidder has 24 hours from the time the city delivers written notice to the bidder that
the bidder is not responsible to perform the contract work to appeal the city's
determination. No appeals will be received after the expiration of this 24 hour appeal
period. The city may deliver this notice by hand delivery, email, facsimile, or regular
mail. In the event the city uses regular mail, the delivery will be deemed complete
three days after being placed in the U.S. Mail, The bidder's right to appeal is limited to
the single remedy of providing the city with additional information to be considered
before the city issues'a final determination. Bidder acknowledges and understands
that, as provided by RCW 39,04.350, no other appeal is allowed and no other remedy
of any kind or nature is available to the bidding contractor if the City determines that
the bidder is not responsible to perform the contract work.
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 2l-3O22'2
10 May 24,2OZI
BIDDER RESPONSIBILITY CRITERIA
Statement that Bidder Has Not Been Disqualified
This statement is required by state Iaw (RCW 39.04.350(1)(d)) to be submitted to
the City before the contract can be awarded.
The bidder hereby certifies that, within the three-year period immediately preceding
the bid solicitation date (June 8,2021), the bidder has not been disqualified from
bidding on any public works contract under RCW 39.06.010 or 39.12'065(3).
lnsituform Technologies, LLC
Bidder's Business Name
nature of Auth zed cialx
Whittney Schulte
Printed Name
Contractino & Attestinq Officer
Title
June 8 2021 Chesterfield MO
Date City State
x If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner'
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 2I-3O22'2
L7 l{ay 24,202L
BIDDER RESPONSIBILITY CRITERIA
Certification of Compliance with Wage Payment Statutes
This certification is required by state law (RCW 39.04.350(2)) to be submitted to
the City before the contract can be awarded.
The bidder hereby certifies that, within the three-year period immediately preceding
the bid solicitation date (June 8,202L), the bidder is not a "willful" violator, as defined
in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as
determined by a final and binding citation and notice of assessment issued by the
Department of Labor and Industries or through a civil judgment entered by a court of
limited or general jurisdiction.
I certify under penalty of perjury under the laws of the State of Washington that the
foregoing is true and correct.
Bidder's Business Name
Si nature of Autho cialx
Whittnev Schulte
Printed Name
Contracting & Attesting Officer
Title
.lrrne 8 1
Date City State
x If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 2I-3O22.2
18 May 24,202L
PROPOSAL SIGNATURE PAGE
The undersigned bidder hereby proposes and agrees to start construction work on the
Contract, if iwarded to him/her, on or before ten (10) calendar days from the date of
the Notice to Proceed, and agrees to complete the Contract within forty-five (45)
working days after issuance of the City's Notice to Proceed'
The undersigned bidder hereby agrees to submit all insurance documents,
performance bonds and signed contracts within ten (10) calendar days after City
awards the Contract. The City anticipates issuance of the Notice to Proceed on the day
of the preconstruction meeting,
No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the
day of bid opening.
The required bid security consisting of a bid bond, cashier's check or cash in an
amount equal to 5Vo of the total amount is hereto attached.
Notice of acceptance of this bid or request for additional information shall be
addressed to the undersigned at the address stated below.
Receipt of Addendum No.'s
-t
--,
-r
to the plans and/or
specifications is hereby acknowledged, Failure to acknowledge receipt of the addenda
may be considered an irregularity in this proposal.
By signing this Proposal Signature Page, the undersigned bidder agrees to accept all
contrlct fbrms and documents included within the bid packet and to be bound by all
terms, requirements and representations listed in the bid documents whether set forth
by the City or by the Bidder.
DATE:June 8,2021 lnsituform Technoloqies, LLC
NAME BIDDER
Signature of Au zed Representa tive
Whittney Schulte . Contractinq & Attestinq Officer
(Print Name and Title)
17988 Edison Avenue. Chesterfield, MO 63005
Address
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 21-3022,2
19 May 24,2O2I
BID BOND FORM
KNOW ALL MEN BY THESE PRESENTS:
That we, lnsituform Technologies, 11C.17988 Edison Avenue, Chesterfield, MO 63005 , as Principal,
Travelers Casualty and Surety Company of America
as Surety, are held and firmlYandAno Tarrror (nr u ^+{^,1 .T nala
bounduntotheCITYOFKENT,asObligee,inthepenal sumof FivePercent(5%)oftheAmountBid
Dollars, for the payment of which the Principal and the Surety bond themselves, their
heirs, executors, administrators, successors and assigns, jointly and severally, by
these presents,
The condition of this obligation is such that if the Obligee shall make any award
to the Principal for 2O2L Storm Sewer CIPP Lining/Project Number: 2l-
3022.2; Project No. 21-3011.2
According to the terms of the proposal or bid made by the Principal thereof, and the
Principal shall duly make and enter into a contract with the Obligee in accordance with
the terms of said proposal or bid and award and shall give bond for the faithful
performance thereof, with Surety or Sureties approved by the Obligee; or if the
Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal
amount of the deposit specified in the invitation to bid, then this obligation shall be
null and void; otherwise it shall be and remain in full force and effect and the Surety
shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the
amount of this bond.
SIGNED, SEALED AND DATED THIS 8 DAY oF June 202I.
T ies, LLC
P N pfll whittney Ite, Contracting & Attesting Officer
Travelers ny of America
SURETY And rew P. Thome, AttorneY-in-Fact
20
Received return of deposit in the sum of $
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 2L-3O22.2
20 May 24,2O21
State of Missour:j
County of St. Louis
On 61812021 me, a Notary Public in and for said County and State, residing therein, duly
commissioned and sworn, personally appeared Andrew P. Thome known to me to be Attorney-in-
Fact of
TnI,VBLERS CISUALTY ANU SUnnry COVrp^lNv OF AMERICA
the corporation described in and that executed the within and foregoing instrument, and known to me
to be lh" p".rott who executed the said instrument in behalf of said corporation, and he duly
acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year
stated in this certificate above.
McCarthy, N Public
My Commission
NOTABY
AN t1D
SEALtJLICABYNOTPIJ
RI[J SOUOFSTIA{l
NTYScouLOUFC)t)lil,J i:MISSIOcoM 2023JUL30,EXN HES1''MI Sc lrJcoMMY
B56365#L')
^-TRAVELERSJ
Travelerc Casualty and Surety Company of America
Travelerc Casualty and Surety Company
St. Paul Fire and Marine Insurance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St.
paul Fire and Marine lnsurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively.called the
"Companies"), and that the Companies do hereby make, constituie and appoint Andrew P. Thome, of Chesterfield, Missouri, their true and lawful
Attoriey-in-Flct to sign, execute, seal and ackn-owledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in
the nature thereof oribehalf of the Companies in theii business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts
and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
lN WTNESS WHEREOF, the Companies have caused this instrument to be signed, and theircorporate seals to be hereto affixed, this 3rd day of February,
2017,
State of Connecticut
City of Hartford ss.L. Raney,Vice President
On this the 3rd day of February 2017 , betote me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of
Travelers Casualty and Surety
-Company of America, Traveiers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company, and
that he, as such, being authorized so 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.
ln Witness Whereof, I hereunto set my hand and official seal.
My Commission expires the 30th day of June,202'l
By:
@ f'no.^rr- C tfi{,ouj-k
Uarie C. Tetreault, Notary Public
This power of Attomey is granted under and by the authority of the following resolutions adopted by the Boards_of Directors of Travelers Casualty and
Surety Company of Arirerica, Travelers Casualiy ancl Surety Company, and St. Paul Fire and Marine lnsurance 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 AttomeYs-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
thi Company's name and seal with the iomiany's se-aibonds, 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 tne Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by
one or more Attorheys-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 Attomey oito any certificate relating thereto appointing Rlsident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for p_urposes only
of executing and attesting bonds and undertakings and oiher writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing
such facsiriile 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 faJsimile seal shall be valid ancl binding on the Company in the future with respect to any bond or understanding to which it is attached.
l, Kevin E, Hughes, the undersigned, Assistant Secretary of Travelers Casual$ and Surety Company of America, Travelers Casualty and Surety
iorpany, and 5t. Paul Fire and triarine lnsurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of
Attomey executed by said Companies, which remains in full force and effect
Dated this s day of :une , 2o2L
u
Kevin E. Hughes,
To verify dre authenticity of this Power of Attomey, pl@se call us at 7-8OO'427-388O.
Pl@se tefer to the above-named Affiomey-in-Fact and the dehils of the fund to which the power is atbched.
HARIfOE.
co+li.L
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XACfORD,
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loillr
CITY OF KENT
COMBINED DECLARATION FORM:
NON-COLLUSTON, MTNTMUM WAGE
NON-COLLUSION DECLARATION
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:
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, f am deemed to
have signed and to have agreed to the provisions of this declaration.
AND
MINIMUM WAGE AFFIDAVIT FORM
I, the undersigned, having duly sworn, deposed, say and certify that in connection
with the performance of the work of this project, I will pay each classification of
laborer, workman, or mechanic employed in the performance of such work not less
than the prevailing rate of wage or not less than the minimum rate of wage as
specified in the principal contract; that I have read the above and foregoing statement
and certificate, know the contents thereof and the substance as set forth therein is
true to my knowledge and belief.
2O2L Storm Sewer CIPP Lining
Project N umber: 2L-3O22'2
1
NAME OF PROJECT
lnsitr rfnrm Tnchn iac ll(1
NATUR
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 2l-3022.2
NAME OF BIDDER'S FIRM
Wh Schu Co &
HORIZED REPRESENTATIVE OF BIDDER
Officer
2L May 24,202I
INSITIIFORM TECHNOLOGIES, LLC
PRESIDENT APPOINTMENT OF
CONTRACTING AND .I'TIISTING OB'F'TCNRS
The undersigned, being the President of Insitufonn Technologies, LLC, a Delawae Lirnited
Liability Company (the "Company"), and pursuant to the authority set forth in the Lirnited Liability
Company Operating Agreement of the Cornpany, hereby determines that:
1. Christlanda Adkins, Gina Gumieri, Janet Hass, Jana Lause, Diane Partridge, Whittney
Schulte, and Ursula Youngblood are appointed as Contracting and Attesting Officers of
the Cornpany, each with the authority, individually and in the absence of the others,
subject to the control of the Board of Managers of the Company, to: (i) certiff and attest
to the signature of any officer of the Company; (ii) enter into and bind the Company to
perfonn pipeline rehabilitation activities of the Company and all matters related thereto,
ilcluding the maintenance of one or'lnore offices and facilities of the Company; (iii)
execute and to deliver documents on behalf of the Company; and (iv) take such other
action as is or may be necessaly and appropriate to cany out the project, activities and
work ofthe Company.
2. Any person previously appointed or serving as a Contracting and Attesting Officer of the
Company prior to the date hereof and who is not named above is hereby retnoved from
any such appointment.
Dated: March 6,2020
ffine
Ralph E, Western
President
If the bidder fails to request a modification within the time allowed, or fails to appeal a
determination that the bidder is not responsible within the time allowed, the city will
make its determination of bidder responsibility based on the information submitted.
COMPLETE AND STGN THIS FORM AS PART OF YOUR BID, FAILURE TO
PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION
THAT YOUR BID IS AION.RESPONSIVE AND THEREFORE VOID'
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION
OR MODIFICATION.
The undersigned certifies under oath that the information provided herein is true and
sufficiently complete so as not to be misleading.
SUBMITTED BY:lnsituform nolooies. LLC
NAME:Whittnev Sch Ite Contractino & Attestino Officer
ADDRESS 17988 Edison Avenue Chesterfield. MO
PRINCIPAL OFFICE:
ADDRESS:
17988 Fclison Arrenr re Chesterfield MO
1
PHONE
FAX:
636-530-8000
636-530-8701
STATUTORY REQUIREMENTS - Per state law a bidder must meet the
following responsibility criteria
Required Responsibility Criteria
1.1 provide a copy of your Department of Labor and Industries certificate of
registration in compliance with chapter IB'27 RCW'
t.2 Provide your current state unified business identifier number'
1.3 Provide proof of applicable industrial insurance coverage for your
employees working in Washington as required in Title 51 RCW, together
with an employment security department number as required in Title 50
RCW, and a state excise tax registration number as required in Title 82
RCW, providing a copy of a state of Washington "Master License Service
Registration and Licenses" form is typically sufficient evidence of the
requirements of this subsection.
L.4 provide a statement, signed by a person with authority to act and speak
for your company, that your company, including any subsidiary
companies or affiliated companies under majority ownership or under
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 2L-3O22'2
11 May 24,202I
control by the owners of the bidder's company, are not and have not
been in the past three (3) years, disqualified from bidding on any public
works contract under RCW 39.06.010 or 39.12'065 (3)'
1.5 Provide a signed statement, signed under penalty of perjury by a person
with authority to act and speak for your company, that within the three-
year period immediately preceding the bid solicitation date, your
company is not a "willful" violator as defined in RCW 49.48.082, of any
provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a
final and binding citation and notice of assessment issued by the
Department of Labor and Industries or through a civil judgment entered
by a court of limited or general jurisdiction.
1.6 Provide proof that a designated person or persons with your company
has either received training from the department of labor and industries
or an approved training provider on the requirements related to public
works and prevailing wages under chapter 39.04 RCW and 39.I2 RCW or
provide proof that your company has completed three or more public
works projects and have had a valid business license in Washington for
three or more years and are exempt from this training requirement.
SUppLEMENTAL CRITERIA - Established by the City to determine bidder
responsibility
2. ORGANIZATION
2.I How many years has your organization been in business as a Contractor?
41
2.2 How many years has your organization been in business under its
present business name? 11
2.2.L Under what other or former names has your organization
operated? ' lnsituform Technologies, lnc'
2.3 If your organization is a corporation, answer the following:
Date of incorporation:
State of incorporation :
President's name:
Vice-president's na me(s) :
Secretary's name:
Treasurer's name:
2.4 If your organization is a partnership, answer the following:
Date of organization:
Type of partnership (if applicable):
Name(s) of general partner(s):
2.5 If your organization is individually owned, answer the following
2.5.L Date of organization:
2.5.2 Name of owner:
2021 Storm Sewer CIPP Lining/Leyrer L2
Project Number: 27-3022.2
2.3,L
2.3,2
2.3.3
2.3.4
2.3.5
2.3.6
2.4.L
2.4.2
2.4,3
May 24,2O2I
2,6 If the form of your organization is other than those listed above, describe
it and name the principals: LLC, please see attached officer list.
3. LICENSING
3.1
3,2
4
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 21-3022'2
List jurisdictions and trade categories in which your organization is legally
q ua I ified to do our' n
"r?,, ?f i,#':?:"_i[:J,.Hn
um bers, if a p pl ica ble'
List jurisdictions in which your organization's partnership or trade name
is filed. N/A
EXPERIENCE
4.1 List the categories of work that your organization normally performs with
itS OWn fOrCeS. Cured-in-place pipe infrastructure rehabilitation.
4.2 Claims and Suits. (If the answer to any of the questions below is yes,
please attach details.)
4.2,L Has your organization ever failed to complete any work awarded
to it? No
4.2.2 Are there any judgments, claims, arbitration proceedings or suits
pending or outstanding against your organization or its officers? No
4.2.3 Has your organization filed any law suits or requested arbitration
with resard t" g3l'o\!H35i3lL??!l[33\f;,#l[Ti JilS.L?S:
five vears?
4.3 Within the last five years, has any officer or principal of your organization
ever been an officer or principal of another organization when it failed to
complete a construction contract? (If the answer is yes, please attach
details. ) No
4.4 On a separate sheet, list major construction projects your organization
has in progress, giving the name of project, owner, architect or design
engineer, contract amount, percent complete and scheduled completion
date,
4,4.L State total worth of work in progress and under contract:Please see
attached.
4.5 On a separate sheet, list the major projects your organization has
completed in the past five years, giving the name of project, owner,
architect or design engineer, contract amount, date of completion and
percentage of the cost of the work performed with your own forces'
4.5.L State average annual amount of construction work performed
during the past five years: Please see attached.
4.6 On a separate sheet, list the construction experience and present
commitments of the key individuals of your organization.
4.7 On a separate sheet, list your major equipment.
13 May 24,202I
5. QUALTFTCATTONS
5.1 GENERALQUALTFTCATTONS
The Cured-in-Place Pipe (CIPP) Installing Contractor shall have at least five (5)
years active experience in CIPP installation.
The CIPP Installing Contractor shall have successfully installed at least one
million (1,000,000) linear feet of CIPP products in wastewater collection
systems.
5.1.1 REQUTRED DOCUMENTATTON
For each referenced project, submit in a well-organized tabular format
the name, address, and telephone number of the owner of the project,
the name and location of the project, a brief description of the work, the
linear feet of CIPP installed in wastewater collection systems, the initial
contract amount, the final contract amount, the initial contract time and
final completion time, and year completed'
5.2 PRODUCT LICENSE AGREEMENT
The Cured-in-Place Pipe (CIPP) Installing Contractor shall have a current license
agreement with the product supplier, and a certification confirming that the
Contractor's handling and installation procedure is compatible with the CIPP
product supplied,
5.2.1 REQUTRED DOCUMENTATTON
Attach license and certification documentation.
5.3 KEY PERSONNEL QUALTFTCATTONS
The CIPP Installing Contractor's Field Superintendent shall have a minimum of
two (2) years of CIPP installation experience, successfully installed at least
50,0d0 linear feet of 6-inch to 36-inch diameter CIPP sewer lines, and field
experience on a minimum of ten (10) projects that required sewage bypass
pumping.
At least two (2) CIPP installation crew members shall each have a minimum of
two (2) years of CIPP installation experience.
The CIPP Installing Contractor's Curing Technician shall be certified and
approved as an ofierator by the CIPP product manufacturer or an independent
testing agency,
The CIPP Installing Contractor's Lateral Reinstatement Technician shall have a
minimum of two (2) years of experience operating the remote cutting
equipment during the reinstatement of side sewers (laterals) after CIPP
installation. The Lateral Reinstatement Technician shall have reinstated a
minimum of five hundred (500) side sewer connections'
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 2t-3O22.2
L4 May 24,202t
5.3.1 REQUTRED DOCUMENTATTON
The Contractor shall provide the City with the names, experience
documentation, and certification information of the key personnel listed
above to be employed on this project.
For each key personnel to be employed on this project, submit in a well-
organized tabular format that includes the name, address, and telephone
number of the owner of the project, the name and location of the project,
a brief description of the work, the applicable key personnel experience
on each of the projects listed (e.9. linear feet of CIPP installed, size of
CIPP installed, number of reinstated laterals, employee's role, etc.), and
the year each project was completed.
6. REFERENCES
6.1
6,2
6.3
Trade References:
Bank References:
Please see attached
Bank of America, 800 Market Street, Saint Louis, MO 63005
Surety:
6,3.1
6.3.2
Name of bonding company: Travelers Casualty & Surety Company of America
Name and address of agent: Marsh & Mc0lennan
7. FINANCING
7.t FinancialStatement
After bid opening, the City may require the following financial information
from any of the three apparent low bidders. If so required, the selected
bidder(s) must respond with this financial information within 24 hours of
the City's request for that information. The City's request for this
information shall not be construed as an award or as an intent to award
the contract. A bidder's failure or refusal to provide this information may
result in rejection of that bidder's bid.
7.1.L Attach a financial statement, preferably audited, including your
organization's latest balance sheet and income statement
showing the following items: Please see attached 2020 balance sheet'
Current Assets (e.9., cash, joint venture accounts, accounts
receivable, notes receivable, accrued income, deposits, materials
inventory and prepaid expenses);
Net Fixed Assets;
Other Assets;
Current Liabilities (e,g., accounts payable, notes payable,
accrued expenses, provision for income taxes, advances, accrued
salaries and accrued payroll taxes); Other Liabilities (e.g',
capital, capital stock, authorized and outstanding shares par
values, earned surplus and retained earnings).
2021 Storm Sewer CIPP Lining/Leyrer 15 May 24,2O2L
Project Number: 2l'3O22.2
7.1.2 Name and address of firm preparing attached financial
statement, and date thereof: PriceWaterhouseCooper, 1213112020
7.L.3 Is the attached financial statement for the identical organization
named on Page one? yes
7,L.4 If not, explain the relationship and financial responsibility of the
organization whose financial statement is provided (e.9., parent-
subsidiary). N/A
7.2 Will the organization whose financial statement is attached act as
guarantor of the contract for construction? \/25
8. SIGNATURE
8.1 Dated at this 8 day of June ,202L
Name of Organization:lnsituform Technoloqies, LLC
Title : Whittney Schulte,q & Attestinq Officer
Whittney Schulteg.Z Contracting & Attesting Officer , 691n g duly sworn, deposes and says that the
information provided herein is true and sufficiently complete so as not to
be misleading.
Subscribed and sw before m day of 202L.
Notary Public:
My Commission Expires:Auo 28.2021
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 27-3022'2
KAREN L. SACK
Nolarv Public - Notary Seal
STATE OF MISSOURI
St. Charles County
Mv Commission ExPires: Aug' 28,2021- Commission # 17500031
16 May 24,2021
Insituform
'fer,hnalogies, LLC
Shielding the llorld's
InJtastructure
17988 Edison Avenue
Chesterfield, MO 63005
www.aegion.com
Tel: (636) 530-8000
Fax: (636) 530-8701
June 8,2021
City of Kent
220 4th Street South
Kent, WA 98032
RE; 2021 Storm Sewer Lining Project No. 2I-3022.2 - Statutory Requirements
To whom it may concern:
This letter serves to state that Insituform Technologies, LLC ("ITI") hereby answers the
questions required of Statutory Requirement section of the bid forms:
I . 1 Copy of Department of Labor registration is attached'
l.2The UBI number for ITI is 601 880 220
1.3 The Industrial Insurance number for ITI is 882.695'01
1.4 By signing this letter, Whittney Schulte, Contracting & Attesting Officer for ITI certifies that
ITI is not and has not been disqualified from bidding on any Public Works contacts within
the past three (3) years.
1.5 By signing this letter, Whittney Schulte, Contracting & Attesting Officer for ITI certifies that
ITI is not a o'willful" violator as defined in RCW 49.48.082, or any following chapters, nor
has notice of assessment issued the Department of Labor and Industries nor through civil
judgment entered by a court of limited or general jurisdiction.
t.O lff tras worked more than three (3) public works contracts in the State of Washington and
carry the contractor license number INSITTLSS3CW; therefore, ITI is exempt from
additional training.
ITI is prepared to provide additional information upon request.
Sincerely,
Whittney Schulte
Contracting & Attesting Officer
Insituform Technolo gies, LLC
636-530-8000
WSchulte@Aegion.com
@ hlgituform Shielding the World's
InfrastntctweTecfinalogies', LLt
Trade References for Insituform Technologies, LLC
AOC
19991 SeatonAvenue
Perris, CA 92570 Joe Simpson
90r-854-2846
Kosa
PO BOX 75148
Charlotte, NC 28275
704-586-7305
Wehrman & Company
One 81 75 BigBendBlvd.#2s0
St. LouisMO 63119
3t4-962-7953
17988 Edison Avenue
Chesterfield, MO 63005
www.aegion.com
Tel: (636) 530-8000
Fax: (636) 530.8701
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Gresr
Organlzer
i
I
/! AEGToN'@ Insituform
Stronger. Safer. lnf rastructure.'
INSUITUFORM TECHNOLOGIES, LLC
List of Officers
Business Address for Board of Managers and Officers:
17988 Edison Avenue
Chesterfield, MO 63005
OFFICERS
Name Office
Ralph E. Western President
David F. Moris Executive Vice President
Mark A. Menghini Senior Vice President and Secretary
Kenneth L. Young Senior Vice President, Treasury and Tax
John L. Heggemann Senior Vice President
Kent W. Bartholomew Vice President, Deputy General Counsel & Assistant Secretary
Dennis Pivin Vice President - Safety
Christlanda Adkins
Gina Gurrieri
Janet Hass
Jana Lause
Diane Parlridge
Whittney Schulte
Ursula Youngblood
The following information is provided by Insituform Technologies, LLC ("Insituform") on a "to the best
of our knowledge" basis for the past five years. At any given time, in the ordinary course of national
business, Insituform is involved in various civil claims and suits relating to vehicle accidents, other
property damage or personal injury matters, commercial disputes (including subcontractor disputes and
customer payment disputes), employee litigation and other matters. Insituform's parent company,
Aegion, which is publicly traded is required to report material litigation involving Insituform in its SEC
filings. If you have specific requests, Insituform will do its best to provide supplemental information.
1. tnsituform Technologies, LLC v. CSI Engineering and Quality Pipeline Services. 2018. California'
Dispute regarding defective work and delays by subcontractors to lnsituform. Litigation and
arbitration settled.
2. Ta v. lnsituform Technologies, et a|.,2019, Orange County, CA 30-2019-O1O44231-CU-PA-CJC'
Personal injury case arising our of motor vehicle accident. Settled'
pwc
Report of Independent Audltors
To the Management of Insituform Technologies, Ll,C:
We have audited the accompanying balance sheet of Insituform Technologies, LLC as of December 3r,
2020.
M anag eman t's Re$lton s ihiliry for the B alo.nc e She e l
Management is responsible for the preparation and fair presentation of the balance sheet in accordance
with accounting principles generally accepted in the United States of America; this includes the design,
implementation, antl maintenance of inteinal control relevant to the preparation and fair presentation of
the balance sheet that is free from material misstatement, whether due to fraud or error.
Audf tors' Responsibilf ty
Our responsibility is to expres$ an opinion on the balance sheet based on our audit. We conducted our
audit iriaccordance with duditing standards generally accepted in the United States of America. Those
standards require that we plan and perfonn the audii to obtain reasonable assurance about whether the
balance sheet is free from material misstatement.
An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in
the balance sheet. The proceiures selected depend on our judgment, including the assessment of the risks
of material misstatement of the balance sheet, whether dtre to fraud or error. In making those risk
assessments, we consider internal control relevant to the Company's preparation and fair presentation of
the balance sheet in order to design audit procedures that are appropriate in the cirrulnstances, but not for
the purpgse of expressing an opiliion on tfie effectiveness of the Company's internal control. Accordingly,
*u u*pi*sr no "n"h
opini6n. An audit also includes evaluating the ap-propriateness of accounting policies
used and the reasonableness of significant accounting estimaies made by management, as well as
evaluating the <lverall presentation of the balance sheet. We believe that the audit evidence we have
obtained is suf{icient and appropriate to provide a basis for our audit opinion.
Opinion
In our opinion, the accompanying balance sheet presents fairly, in all material rcspect$, the finaneial
position of Insituform fectrnotogies, LLC as of December 81, 2o2o in accordance with accounting
principles generally ar:cepted in the lJnited State's of America.
w
Saint Louis, Missouri
March zg,2o2t
Insituform Technolo gies, LLC
Balance Sheet
(in thousands)
December 31,
2020
Assets
Current assets
Cash and cash equivalents
Receivables, net
Retainage
Contract assets
Inventories
Prepaid expenses and other
Total cuffent assets
Property, plant and equipment, net
Other assets
Goodwill
Intangibles
Operating lease assets
Defenred income taxes
Other long-term assets
Total other assets
Total assets
Liabilities and stockholders' equity
Curent liabilities
Accounts payable
Accrued expenses
Operating lease liabilities
Contract liabilities
Cunent maturities of long{erm debt
Total cunent liabilities
Long-tem debt, less current maturities
Other liabilities
Operating lease liabilities
Deferred income taxes
Other longterm liabilities
Total other liabilities
Total liabilities
Stockholders' equity
Common stock
Additional paid-in capital
Retained eamings
Accumulated other comprehensive loss
Non-controlling interest
Total stockholders' equity
$8,013
30,395
14,919
18,5 l6
13,04 i
3,745
88,629
35,372
88,527
1,701
19,5 55
9,483
3.3 61
t22.627
$23,995
16,480
4,936
13,534
58,94s
14,755
12,4r6
1,135
28,306
87,251
58,1 59
101,218
1s9.377
$
Total liabilities and stockholders' equity $ 246,628
Stronger. Safer. lnf rastructure."
January 21, 2021
To Whom lt May Concern:
Please be advised that lnsituform Technologies, LLC is a vertically integrated pipeline
rehabilitation company. As such, lnsituform is not only the manufacturer of the cured-in-
place pipeline rehabilitation system of the same name, but also offers the benefits of a
comprehensive engineering department, with engineers on staff for design of CIPP
products to suit ea-h specific situation. Regional contracting offices perform allfield
services including installation and have been doing so since 1971'
This letter shall serve to certify that lnsituform Technologies, LLC is authorized to install
lnsituform products supplied by lnsituform Technologies, LLC'
Sincerely,
INSITUFORM TEC
7! AEGroN.@ Insituform'
FlNrgLOGrES, LLC AbuAOU Abraham
Abraha 2021-01-21
14:09-06:00
lnsituform Technologies, LLC
1 7988 Edison Avenue
Chesterfield, MO 63005
Tel: 636-530-8000
Fax: 636-530-8701
www.insituform.com
Abu Abraham
Director, Engineering
7! AEGroN.@ Insituform"
Abu
Abraha
m
lnsituform Technologies, LLC
17999 Edison Avenue
Chesterfield, MO 63005
Tel: 636.530.8000
Fax: 636.530.8744
www. insituform.comStron ger. Safer. lnf rastructure.*
CERTIFIGATE OF COMPLIANCE
January 21,2021
To Whom lt May Concern:
This letter certifies that INSITUFORM tubes are manufactured in Batesville, Mississippi, USA, by
lnsituform Technologies, LLC and meet all relevant specifications for a cured-in-place pipe product:
ASTM D 5813, ASTM F 1216, and ASTM F 1743. lnsituform tubes have been manufactured in the USA
since 1981 .
The finished tube is manufactured using multiple layers of polyester felt, with one layer coated with either
a Polypropylene or Polyurethane thermoplastic. The layers are cuVslit to the desired width and sewn
concentricilly to form the final tube. The coated layer is also sealed at the seam, using an extrusion or
taping proceis. The extrusion process is used on the standard (inverted) tubes. The standard (inverted)
tubes are manufactured with the coated layer on the outside.
Felt production is achieved by a non-woven needle punch process using Polyester fiber' The finished
product is tested for thickness under a specified load and for tensile strength in accordance with ASTM D
bSt S. fne fabric tube has a minimum tensile strength of 750 psi (5 MPa) in both the longitudinal and the
transverse direction. The seam strength of the tube is also tested on a regular basis and meets or
exceeds the minimum tensile strength of 750 psi (5 MPa) in both longitudinal and transverse direction.
For Quality Assurance purposes, the material is also tested for weight and thickness.
All standard (inverted) tubes are run through a dye bath prior to shipment to ensure there are no leaks.
Following the inspection process alltubeslexcept lnsituMain, which are used in water lines) are printed
with yard marks.
All tubes with tapers, transitions, or any change in tube diameter or thickness are produced under the
same specifications, with the same materials, and meet the same material testing requirements as the
standard tube.
The quality system used by lnsituform Technologies, LLC is ISO 9001:2015 certified.
The end use of the lnsituform tube is to rehabilitate pipes to extend the life of the existing pipe and/or
prevent a replacement of the existing pipe.
Please contact us directly with any questions you may have.
Sincerely,
INSITUFORM TECHNOLOGIES, LLC Abu
Abraham
2021-01-21
14:10-06:00
Abu Abraham
Director, Engineering
Insituform
Teffinslegies, LLt
Ma n ufactu re r/Gontractor Expe rie nce
INSITUFORM OREGON OFFICE
@ hlp;ituform"
lnsituform Technologiec, LLG
17988 Edison Avenue
Chesterfield, MO 63005
Tel: 636.530.8000
Fax 636.530.8744
rrrlww. insituform.comAn Aegio't Coritpany
Grew Experience
Abridged lnsituform installed footage and project summaries are attached for completed
prolects of similar size. lnsituform is both the CIPP product manufacturer and product
installer.
Crew Experience:
1. Ronny Tidwell- Superintendent (PACP Certified)
- 18 years at lnsituform
2. Adam Clary - Foreman/Cutter Ops (PACP Gertified)
- 12years at lnsituform
3. Cody Debusk-Boiler OPerator
- 3 years
4. Jamie Guteirrez - Jefter Operator
- 3 years at lnsituform
5. Hayden Thompson - CCTV OPerator
- 2 years at lnsituform
6. Russell Gockran- Laborer
- 1 year at lnsituform
* SAME CREW AS KENT 2A1g and 2020 PROJECT
2
lftd\y
lnsitufornt Technologies, LLC is a subsidiary of Aegion Corporation
Ircituform
Teet.ssslr:gi*s, !-L{i
Project Manager
Field Engineer
General Superintendent
Q..aarinlanz{aalvgaivl lr rav, a99a at
Foreman
Name: AndyThompson Fax:
Title: Field Engineer Email athomoson@aegion.com
Phone: 503 488 9340
19165 SW 119t'St.
Tualatin, OR 97062
wwur.insituform.com
City of Kent WA
202i Siorm Sewer CIPF Lining
Project No.2l-3022.2
To Whom It May Concem:
This letter certifies that Insituform Technologies, Inc, is both the manufacturer and installer ofthe
insituiorm produci. Each of insituiorm's superiniencients, ioremen and insiaiiers, go riuoggh
extensive in-house training programs to provide supervisory and installation services on all thb
Insituform projects, and are authorized to install such products.
Below are the individuals we anticipate will perform the work for the above referenced project.
Mike Morris
Andy Thompson
EarlSmith
Danarr Tidrrrall
a rvr la lt a lvrt9ll
Adam Clary
971.645.9779
503.488.9340
503.307.8878
a.la aAn AlAnggv.v11.a lv3
503.576.0157
Please contact us directly with any questions you may have'
Sincerely,
lnsituform Technologies, Inc.
Report 1
2017
2017
2017
2017
2017
2017
2017
2017
2017
2017
2017
zo17
2017
2017
2017
2017
2017
2017
2017
20'17
2017
2017
20'17
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ADVANCED EXCAVATINGLONGVIEW WA
ELLENSBURG, WA 2O17-0/,O
ELLENSBURG, WA 2017440
FEDEML WAY,WA RFB1O.OO7
FEDEMLWAY.WA RFBtEOll
INTERWEST CONST INC
MOORE EXCAVMEI,PORTLAND OR
MOORE EXCAWEI,PORTLAND OR
MOORE EXCAVMEI.PORTLAND OR
MOORE EXCAVMEI,PORTLAND OR
MOORE EKCAV,MEI,PORTLAND OR
MOORE EXCAVMEI.PORTLAND OR
MOORE EXCAVMEI,PORTLAND OR
MOORE EXCAVT',IEI,PORTLANO OR
PORT OF SEATTLE. WA.UOOO5O
SEATTLE, WA.2Ol4.REBID
SEATTLE, WA.2Ol4.REBID
SEATTLE, WA.2Ol4.REBID
SEAfiLE, WA-2014-REBID
SEAfiLE,.WA.2Ol4.REBID
SFATTI F WA.2O14.RFBII)
TACOMA,WA 2017G,
TACOMA,WA 2017G,
TAEOMAWA 2NI7G
320 CIPP - Standa
2404 CIPP - Air lnvc
446 CIPP-Airlnve
0 CIPP - Air lnvt
63 CIPP - Air lnv(
1648 CIPP - Air lnv€
2022 CIPP - Air lnv(
4073 CIPP - Air lnv(
361 CIPP-Airlnv€
284 CIPP - Air lnvc
1715 CIPP - Air lnv(
713 CIPP - Air lnv(
261 CIPP-Airlnv€
2874 CtPP-lLs
86 CIPP - Air lnv(
143 CIPP - Air lnvc
127 CIPP - Air lnv(
381 CIPP - Air Invf
420 CIPP-ILS
5453 CtPP-lLS
68 clPP-ll s
8407 CIPP - Air lnvc
1056 CIPP - Air lnv(
40&4 CIPP - Air hvr
12
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14
15
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2018
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TACOMAWA 2017G,
TACOMA,WA 2017G,
VANCOUVER, WABID 16.24
VANCOUVER, WA BID 1G24
VANCOUVER, WABID 1&24
WEST LINN OR,2OI7,PW.lGO6
wEsT LINN OR,2017,P\'\rlS06
WEST LINN OR,2017,PV\,-IEO6
COEUR DALENE ID,2O18 PROJECT
COEUR DALENE ID,2O18 PROJECT
COEUR DALENE ID.2O18 PROJECT
BEND, OR 1SPIR
BEND, OR lSPIR
EUGENE. OR. 5O5O
FABER CONSTRUCTION. BELLINGHAM
FABER CONSTRUCTION. BELLINGHAM
FABER GONSTRUCTION, BELLINGHAM
FLOW TECHNOLOGIES,SEATTLE WA
INTERVVEST CONST INC
MOUNT VERNON WA,PJSS.zO1 &OO3
NEWBERG, OR 706301
NEWBERG, OR 7OO3O1
PORT OF SEAfiLE,WAT18 PHASE 1
PORT OF SEATTLE,WA-T'8 PHASE 1
REEDSPORT, OR 2018/2019 FY
REEDSPORT, OR 2018/2019 FY
REEDSPORT, OR 20t8NO19 FY
ROGUE VALLEY SEWER SVCS,FYzO18
621 CIPP - Alr lnvt
590 CIPP - Air lnv€
1666 CIPP - Air lnvc
428 CIPP - Air lnv€
216 CIPP-Airlnvc
4904 CIPP - Alr lnvt
194 CIPP - Air lnv€
28125 CTPPJLS
1332 CIPP-Airlnv(
560 CIPP - Air lnvc
,lii2 CIPP - Slanda
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3111 CIPP-Airlnv€
230 CIPP - Air lnvc
246 CIPP-Alrlnv€
189 CIPP - Air lnv(
424 CIPP - Air lnvc
107 CIPP - Air lnv(
265 CIPP - Air lnv(
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42 CIPP - Air lnv(
&42 CIPP - Air lnv€
884 CIPP - Air lnv€
110 CIPP-Airlnv€
1631 CIPP-Airlnv€
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2018
2018
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2018
2018
2018
2018
2018
2018
2019
2019
2019
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ROGUE VALLEY SEWER SVCS,FY2OIs
ROGUE VALLEY SEWER SVCS,FY2OI8
SEATTLE, WA.2O1O-116
SEATTLE, WA-201&I16
SEATTLE, WA.201F116
SEATTLE, WA.2OIG.I 16
SEATTLE, WA-201Gl16
SEDRO.WOOLLEY. WA 201 7.PW.1 6
SEDRO-WOOLLEY, WA 201 7-PW-1 6
SEDRG.WOOLLEY, WA 2OI7-PW.IO
SEDRGWooLLEY' wA 201 7-Pliv:l 6
TAPANI INC, WNLOCKWA
TAPANI INC, WNLOGK WA
TAPANI INC, WNLOCK WA
TAPANI INC, WNLOCKWA
TIGARD, OR. PACIFIC HWY
TRENCH LINE EXCAVATING
TRENCH LINE EXCAVATING
TRENCH LINE EXCAVATING
TRENCH LINE EXCAVATING
TRENCH LINE EXCAVATING
BRINDERSON, LLC. SHELL OIL
EUGENE, OR - JOB 6015
KENT WA, 2019 PROJ1&3012
MEDFORD OR, 2O'9 PROJECT
MEDFORD OR. 2019 PROJECT
MEDFORD OR, 2019 PROJECT
MEDFORD OR, 2019 PROJECT
1319 CIPP - Air lnv(
1768 CIPP - Air lnv€
€79 CIPP - Air lnvt
3387 CIPP - Air lnv€
2984 CiPP - Air lnv(
553 CIPP - Air lnv€
29081 CIPP-ILS
1397 CIPP - Air lnv€
9261 CIPP-Airlnv(
297 CIPP - Air lnvc
0 CIPP-Airlnv€
2573 CIPP - Air lnv(
2387 CIPP - Air lnvf
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2011 CIPP-Airlnv€
709 CIPP - Air lnv€
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11886 CIPP-Slanda
10367 CIPP - Air lnvc
2407 CIPP - Air lnv€
1598 CIPP - Air lnv€
798 CIPP - Air lnvc
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MEDFORD OR, 2019 PROJECT
MEDFORD OR, 2019 PROJECT
MEDFORD OR, 2019 PROJECT
MEDFORD OR, 2019 PROJECT
MEDFORD OR, 2019 PROJECT
MOUNT VERNON WA,PJSS.2O1 &OO3
MOUNT VERNON WA,PJSS.zOl 8.003
MOUNT VERNON WA,PJSS-2ol&OO3
MOUNT VERNON WA.PJSS-zo1&OO3
MOUNT VERNON WA,PJSS.2O1&OO3
MOUNT VERNON WA,PJSS-2o1 &OO3
MOUNT VERNON, WA SS.2OI9.O7
MOUNT VERNON, WA 592019.07
MOUNT VERNON, WA S$201947
MOUNT VERNON, WA S$'2019-07
MOUNT VERNON, WA SS.2019.07
MOUNT VERNON, WA SS-2019'07
MOUNT VERNON, WA SS.2OI9-07
OLYMPIA, WA, PROJ 1689Q
OLYMPIA, WA, PROJ 1689Q
OLYMPIA, WA, PROJ I689Q
OLYMPIA, WA, PROJ 1089Q
OLYMPIA, WA, PROJ 1689Q
OLYMPIA, WA, PROJ 1689Q
POULSBO, WA CN2OI9'03
RICHLAND WA,BASIN B,CTI9.OO55
RICHLAND WA"BASIN B,CTI9.OO55
RICHLAND WA,BASIN B,CT1 9-0055
3478 C|PP-|LS
13,14 CIPP - Standa
325 CIPP - Standa
325 CIPP - Standa
325 CIPP - Standa
120
660 CIPP - Air lnvc
2151 CIPP-Airlnvc
385 CIPP - Air lnv(
727 CIPP - Air lnv(
150 CIPP - Standa
406 CIPP - Air lnv€
1316 CIPP - Air lnv€
1316 CIPP-Airlnv(
142 CIPP - Air lnvc
909 CIPP - Air lnv(
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3256 CIPP - Air lnv(
323 CIPP - Air lnv(
1211 CIPP-Airlnv€
16 CIPP - Air lnv€
190 CIPP - Standa
1910 CIPP - Air lnv€
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ROGUE VALLEY SEWER SVCS,FYzO19
ROSEBURG, OR -20I9
ROSEBURG, OR -2019
ROSEBURG, OR -2019
ROSEBURG, OR -2019
ROSEBURG, OR.2O19
ROTSCHY INC - KENNEWCK, WA
SEATTLE, WA.2016.1I6
SEATTLE, WA.2OI&116
SEAfiLE, WA-2OI&116
SEATTLE, WA.20I6.116
BECKCONST EXCAVATION
BECK CONST EXCAVATION
DRC CONSTR,MOUNIAIN HOME AFB
DRC CONSTR,MOUNTAIN HOME AFB
DRC CONSTR,MOUNTAIN HOME AFB
JR SIMPLOT CO, POCATELLO-ID
JR SIMPLOT CO, POCATELLO,ID
JR SIMPLOT CO, POCATELLO,ID
JR SIMPLOT CO, POCATELLO,ID
MIDVALLEY IMPRVDIST-2020
MIDVALLEY IMPRVDIST.2O2O
MIDVALLEY IMPRVDIST.2O2O
MIDVALLEY IMPRVDIST-2020
SALT IAKE CITY CORP 513505306
SALT LAKE CITY CORP 525002760
ALBANY, OR - S$19-05 A
EUGENE, OR - JOB 9OO1O7
341 CIPP-Airlnv€
575 CIPP - Air lnv€
257 CIPP - Air lnvc
245 CIPP - Air lnv€
988 CIPP - Air lnv€
1791 CIPP - Af lnv(
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875 CIPP-Airlnv€
3766 CIPP - Air lnvr
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126 CIPP - Air lnv(
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859 CIPP - Air lnv€
89 CIPP - Air lnvt
469 CIPP - Air lnv€
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138 CIPP - Air lnv€
156 CIPP - Air lnv€
2063 CIPP - Ar lnvc
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1200 CIPP - Air lnv(
16091 clPP-lLs
596 lnsitumain
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90o CIPP-Airlnv€
4733 CIPP-Airlnv(
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FEDERAL WAY,WA RFB1$O1O
FEDERAL WAY,WA RFB19O1O
ISSAQUAH, WA - SEWR 2OOO2
ISSAOUAH, WA- SEWR 2OOO2
LANDIS LANDIS, PORTLAND, OR
LANDIS LANDIS, PORTLAND, OR
LANDIS LANDIS, PORTLAND, OR
MEDFORD OR, 2O2O PROJECT
MEDFORD OR, 2O2O PROJECT
MEDFORD OR, 2O2O PROJECT
MEDFORD OR, 2O2O PROJECT
MEDFORD OR, 2O2O PROJECT
MEDFORD OR, 2O2O PROJECT
MEDFORD OR, 2O2O PROJECT
SOUTH SUBURBAN SANI DIST
SOUTH SUBURBAiI SANI DIST
SOUTH SUBURBAN SANI DIST
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City of Kent WA
2021 Storm Sewer Rehabilitation
Due:6-8-2021
INSITUFORM EQUIPMENT LIST
. halfton Pickup Truck
. l Ton Flatbed Truck
. TV/Cutter Truck
. Jetter Truck
. Steam/Boiler Truck
. Tool Trailer
. Refrigerated Semi Truck -CIPP Liner Storage
. Miscellaneous hand tools and safety equipment
. Rental Equipment
o 375 CFM ComPressors (2 QtY)
o 6" PumP
@,*r"**1t1Last Refresh Date: 06-02-2021,::-jf,..irt.,iia'^,r,it.t:\' :.lir111i:::.ari.lizj i)),i'i,ri:: r:i:ri:r11it ,,..:r'.jrir':\S'r,.'rt:1,i:Iriri r::.Contract Qualification Active Projects ( 2013 - Present ) - Parameter Summary06-02-20210020201-02-2018Bid DateValueStartEndProductDiameterJDE Company CodeOwner StateMaterialRoleMonthDate
@r"-r'."**tL: .,.'!r,r:.rij ,r.. :..r'.:,r:,a^:.:).i\ ::.i,i.:.)::^:'..:r,i.r'),:.r,:ii, rr'.1:i:.''',i:i ii, l.)r'- ., :.:':,;:../:Contract Qualification Active Projects ( 2013 - Present ) - Summary15,51398,02423,5411 8,56492413,9413224,5404,5155,3318954,942191,280 21,907752q3801262,4491,3151,354142I _2415,6084644,5404,51527,926 21792110,22524,85619,91700 1,66622722700005,3318956,9549,064222P8238001t1Last Refresh Date: 05-02-2021
@t*p**Contract Qualification Active Projects ( 2013 - Present ) - Detail1112Last Refresh Date: 06-02-2021ProjectStatusContract AmountProject JDEJob Number ,RoleProject Description202297PrimeMorris, James Michael840 NorthgateBentonRichland WA 99352-0190+1 509 9427540RICHLAND WA,BASIN B,CT#19-0055 I 2019 TRENCHLES SEW.REH.BASIN BJA 5%$828,362.79 CONT#19-00556,887r16909-1 0-201 ICity of Richland, WA840 NorthgateBentonRichland WA 99352-0190+1 509 94275404,643 2,24410,53668915,868 2,244000010,53668918,112Bid DateTotalSRTotalCustomerOwnerProject JDEJob NumberjRoteOriginal Contract AmountProjectProjectStatus202302SubMorris, James MichaelTapani Underground, lnc.-BattleGround, WA1904 SE 6th PlaceBattle Ground WA 98604+1 360 6871 148TAPANI, INC..TOPPENISH,WA I PHASEIVSSIMPRVMNTS:01-02-2020: City oJ Tgpperli:hr WA, 21 West FirstAvenueYakima, Toppeil-sh WA 98948+1 509 86545009806961,67600JA 5% $1s5,950.00 (MSA#202268)980217083,688130,2,0122,012Projeet ManagerBid DateTotalSTDTotalCustomerOwnerProject JDEJob NumberProject DescriptionRoleStatusPro.jectContract Amount202305PrimeMonis, James MichaelTACOMA WA,201 9 #ES19-0463F | 201 9 STORMWATER REH,ES 19-0463F01-09-201 IJA 5%$1,976,365.00,CON#CW2233760Gtni0975,4204,7265,0591,952000000975,4204,7265,0591,9521,282Bid DateTotalCustomerOwnerCity of Tacoma, WA-*Main LocationCity of Tacoma, WA-"Main Location1,282
@rr*r-1"**2t12Last Refresh Date: 06-02-20212201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409+1 253 59155882201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409+1 253 59155883,6352,89125,0623,6352,89125p6_2-000CustomerOwnerTotalTotalProject JDEJob NumberProJectStatusContract AmountRole202306PrimeMonis, James Michael2201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409+1 253 5915588TACOMA WA,201 I #ES1 9-0194F | 201 9 WASTEWATER REH,ES19-01 94F12-05-2019of Tacoma, WArMain LocationCity of Tacoma, WA-*Main LocationJA 5% $987.630.50, CONT#CW2233734r| 64425,14425,144: 2201 Portland Ave, 2201 Portland AvenuePierce' Tacoma WA 98409+1 253 5915588Bid DateManager000u123,4481,35534123,4481,355TotalTotalCustomerOwnerContract AmountProject DescriptionProjectStatusProject JDEJob NumberRole202310SubJames MichaelDW Excavating lnc.P.O. Box 10891018 Morgan StreetLincoln+1 509 9041313DW EXCAVATING, INC., SOAP LAKE I SWRMTR PH II IMPRVMNTS #1804503-23-2020385City of Soap Lake,WAN/AJA 5% $71,100.00385r:73850Bid Date3850TotalTotalCustomerOwnerPro.iect JDEJob NumberProjectI StatusOriginal Contract AmountDescriptionRole20231'lPrimeSHORELINE, WA- BID No. 9195 | 2020 CIPP STORMWATER REPAIRJA 5% $384,381.003,037003,037Bid DateTotalTotalCustomerOwnerMonis, James Michael'04-23-20203,0373,037K17
@*r't"**City of Shoreline, WA1519 NE 177 SireetKingShoreline WA 98155+1 206 3628100Cityof Shoreline, WA1519 NE 177 StreetKingShoreline WA 98155+1 206 36281003112Last Refresh Date: 06-02-2021CustomerOwnerProject JDEJob NumberProjectStatusI Contract AmountRoleProject Description202312Prime,Morris, James MichaelCity of Bellinghamr WA-Lottie Sl210 Lottie St210 Lottie StreetWhatcomBellingham WA 98225+t soo 0266961FABER CONST., BELLINGHAM, WA I ANNUAL SEWER REHAB-THROUGHOUT03-12-2020478City of Bellingham, WA-Lottie StJA 5% $279.273.00H1075,9636275,96305,963149047806,590210 Lottie St210 Lottie StreetWhatcomBellingham WA 98225+1 360 6766961Bid DateProject149SRTotalTotalCustomerOwnerProject JDEJob NumberProiect DescriptionProjectStatusOriginal Contract AmountRole202313PrimeMorris, James MichaelCity of Bremerton,WA3027 Olympus DriveKitsapBremerton WA 98310, +1 360 4732354BREMERTON WA, 2O2O REHAB I 2O2O SEWER REHAB. VARIOUS LOCo5-14-2020, City oJ Bremerton,WA3027 Olympus DriveKitsapBremerton WA 98310+1 360 4732354JA 5% $432,085.80r43352,8850:035.2,885Bid Date1,39801,398Total15TotalCustomerOwnerProject JDEJob NumberProjectStatusProject DescriptionRoleOriginal Contract Amount202314PrimeT|GARD, OR - DOWNTOWN CIP 2020 I SS CIP #2020-93059JA 5% $137,346.007357350Project ManagerBid Date1,49701,497TotalTotalCustomerOwnerMorris, James Michael05-27-2020z,zJz0 r 2,232E125
@rr-dt"*-City of Tigard, OR13125 SW Hall BlvdWashingtonriga.d OR97223-8144+1 503 6394171City of Tigard, OR13125 SW Hall BlvdWashingtonTigard OR 97223-8144+1 503 63941714t12Last Refresh Date: 06-02-2021CustomerOwnerProlectStatusProject DescriptionOriginal Contract AmountJob Number RoleProject JDE202315PrimeTACOMA,WA 2020#ES20-0053F I 2020STORMWATER #ENV-03031-23Monis, James Michael:05-1 9-2020Crty of Tacoma, WAjMain LocationCity of Tacoma, WA-'Main LocationJA 5% $952,190.00- coNT#cw2236579212H02201 Portland Ave' 2201 Portland AvenuePierceTacoma WA 984092201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409+1 253 59155881,5341,7521,3559,5262,52801,5U7001,7523831,3550,*1253 5915588Project ManagerBid Date1,062,02,528212001,062TotalTotalCustomerOwnerProject JDEProject'StatusOriginal Contract AmountProject DescriptionJob NumberRole202316SubMonis, James MichaelFORMA Construction;Of Vm gia,WACity of Federal Way, WAPO Box 1 1489FORMA CONST., FEDRL WAY SCHOOL I LAKE GROVE SCHOOL.FEDERAL WAY:04-01-2020380380JA 5% $198,360.00r'00:l0380380 :r ThurstonOlympia WA 98559+133325 8th Avenue SKingFederal Way WA 98063-5006+1 253 8352700Project ManagerBid DateTotalTotalCustomerOwnerProject JDEJob NumberlRoleProjectStatusProject DescriptionOriginal Contract Amount202317PrimeBEND,OR #1WR19CA | 2020SWRREHAB#32100060JA 5% $369,713.00Project ManagerBid DateTotalMonis, James Michael07-16-20203,64603,646Hi48
@t*r"*-5112Last Refresh Date: 06-02-2021clly 9l BPldroR:Mqll709 NW Wall St.DeschutesBend OR 97701+1 g1 3173000city, oJ Beld:oR*I4gjn709 NW Wall St.DeschutesBend OR 97701+1 541 3173000s39322005393224,5070 4,507 ,CustomerOwnerTotalTotalProject JDEJob NumberContract AmountProject DescriptionStatusProjectRole202318PrimeMonis, James Michaelof Beaverton, OR'12725 SW Millikan WayWashingtonBeaverton OR 97076-4755+1 503 5262223BEAVERTON,OR STORMCIP 1822 | MAJORSTORM PIPE#3701-21o8-04-2020City of Beaverton, OR12725 SW Millikan WayWashingtonBeaverton OR 970764755+1 503 5262223JA s% $305,726.00@185071,2303,531 o: 3,531 1Bid DateManager03811,4131,230507003811,413TotalTotalCustomerOwnerProject JDEJob NumberProjectStatusOriginal Contract AmountProject DescriptionRole202320PrimeMonis, James Michaelcigglrhe DSll,Tj o_l "1215 West 1st StreetWascoThe Dalles OR 97058-3500+1 541 2965401DALLES, OR-#2020-005 | 2020SSC|PPLlNlNG09-1 0-2020i city of The Dalles, oR12'15 West 1st StreetWascoThe Dalles OR 97058-3500: +1 541 2965401JA 5% $317,425.2006,317Fil976,3176,3170 ' 6,317Bid DateTotalTotalCustomerOwnerProject JDEProject DescriptionContract AmountJob NumberRoleStatus202321PrimeKENT WA, 2020 PROJ.#20-3 122 | 2O2O SAN I.SEW.L|N lN G P#20-31 22JA 5% $551,632.4002,352 2,3521,3151 0-1 3-2020659Bid DateSTD Tota|CustomerOwnerMonis, James Michael269U3941,97443
@t**r"*'6112Last Refresh Date: 06-02-2021City of Kent, WA400 W GoweKingKent WA 98032-5838+1 253 8593380^ :1 253City of Kent, WA400 W GoweKing: Kent WA 98032-58388593380928001,1825,2431j826,171CustomerOwnerSTDTotalTotalJob NumberProject JDERoleProlect DescriptionStatusProjectOriginal Contract Amount202322SubMorris, James MichaelNational Native AmericanI Construction, lnc.-(NNACFCoeur d'Alene,lD3901 N. SchreiberWayKootenaiCoeur d' Alene lD 83815+1 208 6355400NNAC CONST.,TNC. FAIRCHILD AFB I FAFB REPAIR SS H1001-1009'.o7-31-2020US Air Force - Fairchild,WA-AFBN/ASpokane, Fairchild AFB WA 99011+1 509 2471212JA 5% $146,800.00Ht22,1300z, lJvPro.ject l\4anagerBid Date2,13002,130TotalTotalOwnerCustomerProject JDEProjectStatusProiect DescriptionJob NumberRoleOriginal Contract Amount202323PrimeMonis, James MichaelCity of Edmonds, WA' 121 Sth Ave N'121 sth Avenue NSnohomishEdmonds WA 98020+1 4257710220FLOW TECHNOLOGIES, INC. I CITYWIDE CIPP SEWER RHB PRJT 2106;02-2020City of Edmonds, WA121 Sth Ave N121 sth Avenue NSnohomish, Edmonds WA 98020+1 4257710220JA 5% $148,480.00K61i2,574 1,914:ztz318713,2151,914 '2524,488318715,1290000(lProiect ManagerBid DateSRTotalTotalCustomerOwnerProject JDEJob NumberProjectStatusRoleProject DescriptionOriginal Contract Amount202324WALLA WALLA, WA - WW19003 | 2020 SEWER C|PP PROJECTJA 5% $1,131,473.18r277Bid DateMaTotalUnknownPrime09-22-20201,044U1,044
@r**'g"*-7112Last Refresh Date: 06-02-2021' City of Walla Walla, WA15 N 3rd Avenue55 East Moore StreetWalla WallaWalla Walla WA 99362-1859+1 5Og 5274537City of Walla Walla, WA15 N 3rd Avenue55 East Moore StreetWalla WallaWalla Walla WA 99362-18598,9003,1321,48113,513,04400n08,9003,1321,48114,557CustomerOwnerSR TotalTotalProjecl JDEJob NumberProjectStatusContract AmountRole202325PrimeMonis, James MichaelCity of Yakima, WA2301 Fruitvale BoulevardYakimaYakima WA 98902, +1 509 5756020YAKIMA, WA No. 2495 I CIPP REHAB. PRIORITY 1, #249511-16-2020City of Yakima, WA2301 Fruitvale BoulevardYakimaYakima WA 98902+1 509 5756020JA 5% $676,075.50 +COH43584813,4861,287111681,02217,812000084813,486009604841,4441,2872,1281,50719,256Prolect ManagerBid DateSTDTotalTotalCustomerOwnerProject JDEJob Number;Rot" ProjectProjectStatusOriginal Contract Amount202326SubMorris, James MichaelRotschy Inc-Vancouver, WA9210 NE 62nd AvenueClarkVancouver WA 98665+1 360 3343100ROTSCHY, tNC.- OLYMPIA, WA I FIR ST. RESERVOIR SEISMICCity of Olympia, WA520 Pear Street SE:ThurstonOlympia WA 98507-1967+1 360 7538768JA O% $193,480.00 LUMP SUM'07-09-2020r,O12612697i97142365365 :Project ManagerBid Date142TotalTotalCustomerOwnerProject JDEJob NumberiRot"Contract Amounti Project DescriptionProjectStatus202327SubLANDIS & LANDIS, PORTLAND OR I ARBOR LODGE,KENTON SEWER REHABJA O%$281,094.00 PORTLANDOR00 2,7282120Project ManagerBid Date1,875212853SRTotalCustomerOwnerrMorris, James Michael03-03-2020oot661r162
@*r''t"**i Landis & Landis Construction-Canby, 193 NE 3rd StClackamasCanby OR 97013+1 503 4669043City of Portland,OR-Bureau ofEnvironmental Svcs (BES)1 120 SW sth AvenueRoom 1000MultnomahPortland OR 97204+1 503 82357521,2019243345784,763,8758t12Last Refresh Date: 06-02-2021CustomerOwnerTotalPro.lectStatusOriginal Contract AmountProject JDEJob NumberProject DescriptionRole202328PrimeMonis, James MichaelPortland Terminal Railroad Company-Portland,ORN/AMultnomahI Portland OR97227+1 503 5551212PORTLAND TERMINAL RR COMPANY I NW gTH AVE. STORM PIPE CIPP11-17-2020Portland Terminal Railroad Company-Portland,ORN/AMultnomahPortland OR 97227+1 503 5551212JA sVo $252,979.00r| 1089594189594100Project MaBid Date46046TotalTotal27CustomerOwnerProject JDEProjectOriginal Contract AmountStatusJob NumberRole202329PrimeJames MichaelCity of Ashland, OR20 E Main StreetJacksonAshland OR 97520-1814+1 541 4885587ASHLAND, OR - CIPP No. 2019-06 | WW COLLECTION REHAB No.2019-0612-08-2020JA 5% $513,530.00O 17,734H1367121,1081,20912,1447120 1,108, O 1,20981619, o 2}l6:sCity of Ashland, OR20 E Main StreetJacksonAshland OR 97520-1814+'l 541 4885587Bid DateProject9,'1158,619CustomerOwnerProject JDEJob Number' ProjectStatusnal Contract AmountRoleProject202330PrimeTACOMA,WA 2020#ES20-0054F I 2020WASTEWATER #ENV-04023-16JA 5% $513,530.000Project ManagerBid DateTotalMonis, James Michael12-08-20207,U97,849r235
@**'*ar-9112Last Refresh Date: 06-02-2021City of Tacoma, WA-'Main Location2201 Portland Ave220'1 Portland AvenuePierceTacoma WA 98409+1 253 5915588City of Tacoma, WAiMain Location2201 Portland Ave2201 Portland AvenuePierce2,O577134,4355791 5,633000:0 15,6332,057714,435579CustomerOwnerTotalProject JDEJob NumberProjectStatusContract AmounlRole202331SubMonis, James Michael, Marshbank Construction, lnc.-LakeStevens,WA3304 Old Hariford RoadPO Box 97Snohomish+1 425 50a6574MARSHBANKCONST.,TUKWILA,WA I E MARGINALWAYOUTFALLSTORM09-09-2020City of Tukwila, WA6300 Southcenter BoulevardKingTukwila WA 98188JA 5% $159,700.00227r:022722700227"*,, :*129643301 79Bid DateTotalTotalCustomerOwnerProject JDEProJectContract AmountDescriptionPStatusJob NumberRole202332Prime. Morris, James MichaelCity of Brookings,OR:Elk Dr898 Elk DrCurryBrookings OR 97415+1 555 5551212BROOKTNGS,OR - CONT. #21-002 | SS CIPP REPAIR PROJECT:01-28-2021City of Brookings,OR-Elk Dr898 Elk DrCurry, Brookings OR 97415+1 555 5551212JA 5% $122,600.00E472,0512,0510Bid Date2,05102,051TotalTotalOwnerCustomerPro.iect JDEJob NumberProjectStatusOriginal Contract AmountRole202333PrimeWHITMAN COLLEGE, WALLAWALLA I 8-INCH CIPP PROJECTJA 0% $61,210.00H6200.6200 620Projecl ManagerBid DateTotal8TotalMorris, James Michael12-10-2020620
@tr*r't"*tttWhitman College-Walla Walla, WA345 Boyer Ave:Walla Walla CountyWalla Walla WA 99362'Whitman College-Walla Walla, WA345 Boyer Ave, Walla Walla CountyWalla Walla WA 9936210112Last Refresh Date: 06-02-2021CustomerOwnerProject JDEJob NumberProjectStatusOriginal Contract AmountRole202334SubMorris, James MichaelSCI lnfrastructure LlC-Seattle,WA2821 S 154th StreetSCI INFRASTRUCTURE,LLC. RENTON I DOWNTOWN UTILITY IMPVMNTS12-17-2020Renton, WA1055 South Grady WayKingRenton WA 98055-2132+1 425 4307223JA 5% $111,981.0000H0:0Project ManagerBid DateTotalTotalCustomerOwnerProject JDEJob NumberProjectContract AmountRolePDescriStatus202335SubMonis, JamesMichaelNational Native AmericanConstruction, lnc.-(NNAClCoeur d'Alene,lD3901 N. Schreiber Way: KootenaiCoeur d' Alene lD 8381 5: +t zoe ogss+ooNNAC CONST.,INC. FAIRCHILD AFB I FAFB.EASKER-OVERLAY RELINEo3-11-2021US Air Force - Fairchild,WA-AFBN/ASpokaneFairchild AFB WA 99011JA 5% $78,200.00r,494094000940940+1 5O'9 2471212Proiect ManagerBid DateTotalTotalCustomerOwnerProject JDEJob NumberProjectStatusOriginal Contract AmountRole202336PrimeJA 5% $557,920.71HIrs2620Project ManagerBid Date2620SRTotalMorris, James MichaelVANCOUVER, WA - ITB #21.08 I G-1 TRUNK CIPP SAN SWR LINING2,562z,Joz
@t*''t*11112Last Refresh Date: 06-02-2021City of Vancouver, WA4500 SE Columbia WayClarkVancouver WA 98668+1 360 6968008City of Vancouver, WA4500 SE Columbia WayClarkVancouver WA 98668+1 360 6968008273eon1,4818865,85400000273390 :1,481886 I5t9ilt,CustomerOwnerTotalTotalProject JDEJob NumberProjectStatusOriginal Contract AmountRoleProject Description202337PrimeMonis, James Michael170 S Oak StreetStevensColville WA 99114+1 509 6851964coLVlLLEWA,2021 PROJECT | 2O2lC\PP PROJECT03-24-2021City of Colville, WA1 70 S Oak StreetStevens0JA 5% $192,616.91r:874,9074,9074,90704,907Colville WA 99114+1 509 6851964Bid DateTotalTotalCustomerOwnerProject JDEJob NumberProjectContract AmountRoleProject DescriptionStatus202338PrimeJames MichaelSouth Suburban Sanitary DistrictKlamath Falls,OR2201 LaverneKlamathKlamath Falls OR 97603-4886+1 541 8924506souTH SUBURBAN SAN| D|ST.,PH.3 | SEW.LINE REH.PH3,KLAMATH FALLS3,5483,606South Suburban Sanitary District-Klamath Falls,OR2201 LaverneKlamathKlamath Falls OR 97603-4886+1 541 8924506JA s% $240,549.005858r.560003,5483,606 :Project ManagerBid DateTotalTotalCustomerOwnerProject JDEJob Number RoleProjectStatusOriginal Contract AmountProject Description2A2339INTERWEST CONST., BELLEVUE, WA I 2O2O PIPE DEFECT DIG & REPAIRJA 5% $56,874.7560706070 607Project ManagerBid DateTotal12TotalGann,RichardSub11-05-2020607r0
@),i*r"*-lnterwest Construction, lnc-Burlington,609 North Hill BlvdSkagitBurlington WA 98233+1 360 7577574City of Bellevue, WA450 1 1oth Avenue NEP.O. Box 90012KingBellevue WA 98004+1 425 452699712t12Last Refresh Date: 06-02-2021CustomerOwnerProject JDEJob NumberProjectStatusOriginal Contract AmountProject DescriptionRole202340Prime,Morris, James MichaelBurlington Northern Santa Fe Railroad(BNSF)-Portland,OR3930 NW Yeon AveMultnomahPortland OR 972'10+1 503 2416300KENNEDY JENKS CONSULTANTS-BNSF I NW gTH AVE. STORM PIPE CIPPJA 0% $106,s71.00H05-17-2021Burlington Northern Santa Fe Railroad(BNSF)-Portland,OR3930 NW Yeon AveMultnomahPortland OR 97210+1 503 241630000U0l0Project ManagerBid DateTotalTotalCustomerOwnerProjectStatusOriginal Contract AmountProject JDEJob NumberProject DescriptionRole202341SubMonis, James MichaelNational Native AmericanConstruction, lnc.-(NNAC)-Coeur d'Alene,lD3901 N. Schreiber WayKootenaiCoeur d' Alene lD 83815NNAC CONST.,INC. FAIRCHTLD AFB I REPATR SEWER-B1019-100903-14-2021US Air Force - Fairchild,WA-AFBN/ASpokaneFairchiid AFB WA 99011JA 5% $87,2s0.00r00Project ManagerBid DateTotalTotalCustomerOwner+1 208 6355400+1 5Og 2471212
@tn*'f"**1t2Last Refresh Date; 06-02-2021i-r:',i.t:r,::l rr. .:jit:a:::! t:\iah:a:i{lContract Qualification Active Projects ( 2013 - Present ) - Detail Gontract Value202297$828,362.79 5%$828,362.79 CONT#19-0055202302$19s,950.00 5% $195,950.00 (MSA#202268)202305$1,976,365.00 5%$1,976,365.00,CON#CW2233760202306$987,630.50 5%$987,630.50,CONT#CW2233734202310$71,100.00 5%$71,100.00202311$384,381.00 5%$384,381.00202312$279.27 3.OO 50/. $279,27 3 -O0202313$432,085.80 s%$432,085.80202314$137,346.00 s%$137,346.00202315$952,190.00 5% $952,190.00- CONT#CW2236579202316$198,360.00 5%$198,360.00202317$369,713.00 5%$369,713.00202318$305,726.00 s%$30s,726.00202320$317,425.20 SVo $317,425.20202321$551,632.40 5%$551,632.40202322$146,800.00 5%$146,800.00202323$148,480.00 5%$148,480.00202324$1,131,473.18 5% $1,131,473.18202325$676,075.50 Ut 5676,975.50 +Co202326$193,480.00 0% $193,480.00 LUMP SUM202327$281,094.00 0% $281,094.00 PORTLAND OR202328$252.979.00 5%$252,979.00202329$513,530.00 5%$513,530.00202330$513,530.00 5%$513,530.00202331$159,700.00 5%$159,700.00202332$122,600.00 s%$122,600.00202333$61,210.00 0% $61,210.00202335$78,200.00 5%$78,200.00202336$557,920.71 5%$557,920.71202337$192,616.91 5%$192,616.91OriginalContractAmount Original Contract Amount from Details TabJob NumberProject JDE202338$240,549.00 5%$240,549.00
@Jffi#*"202339$s6,874.75 5%$56,874.75$13,3146s3.7,i2t2Last Refresh Date: 05-0!2021
@rmg"'*111Last Refresh Date: 06-02-2021ili:ai'::1ia.'\,:a.\'-ti,l1niij,.,i.l:i,: ijr;t:ilit+:rZaaij:ra: i:)iin,lrJliiir:iJriaitj.iraa:i.:i',:)t.'lContract Qualification Closed Projects ( 2013 - Present ) - Parameter Summary001 90; 00200; 0020201-01-20't60642-2021Company Code:Owner State:Project Maierial Family:Project l\lanager:Project Number:Proiect Value ($)Brd Proposal Date:Projeci Closed Date:RegionRole:D!ameter:
@t*1t1Last Refresh Date: 05-02-2021Gontract Qualification Closed Projects ( 2A13 - Present ) - Summary00,17089,002G15,01728,078400,33874,91389.1 961,2746,7471 8,6963737,92511,645''1,5005,55726049749760,754150,6272,9701,985032005,507003850481565,1 1576,98398,6521 ,8193"2,5492,57518,s1 145,3804770007250 13,3530, 00 : 1,24.0o' o1,385 i1,5742.70:001,85013,400 :1,81931,264o tz18,241000,b010,57400000000018,8661,4s215,883170'1,O790io75,7,9251 1,6451,50010,3771 ,0'1300U00n000000000000000000004,8200700000000315315165toc757,3411,6140215,73657217,26730,5901,023,12031,'13500161 1,5300000:001,870TotalSTDPPLcoM30JJTotal
@r"*1"*-r:i'1";,1::j:::i.:i.r::r!i,.,.,i.:)...l::r::',a:.r,.ii.ii.:i)|iJ':i:.::i,rr:r')r::!.r1;;ri.r.ii::r.Contract Qualification Closed Projects ( 2013 - Present ) - Detail1t101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContmct ValueProJect DescriptionJob NumberRole19077202PrimeRizo, Roberto JSacramento Area Sewer District-Sacramento,CA-Public Works9660 Ecology LaneSacramentoSacramento CA 95851+1 916 8756470SACRAMENTO AREA SWR DIST(SASD) I PO#81 17 5782. RELEASE 0203-30-2016Sacramento Area Sewer District-Sacramento,CA-Pu blic Works9660 Ecology LaneSacramentoSacramento CA 95851: +1 916 8756470JC$271,524$251,799H1,1453,754733,199555i4796664,899Project Close DateBid DateProject lvlanagerTotalILS ] SRTotalOwnerCustomerProjectStatusFinal ContractAmountConlract ValueJDE Job Number lRole190794SubRichard1500 Warburton AvenueSanta ClaraJMB CONST.- SANTACLARA, CA I CE 13-14-02 TRIMBLE RD. TRUNKo2-11-201509-1 6-201 6of Santa Clara, CA1 500 Warburton AvenueSanta ClaraSanta Clara CA 95050-3792+1 408 6152200JC$1,789,468$1,759,240129Eti12919019167167912912002942 3,9425,0215,1 69Close DateBid DateProiect Manager148STDTotalTotalof Santa Clara, CAOwnerCustomer
@"{**'*tr'-21101Last Refresh Date: 06-02-2021Project DescriptionProjectStatusFinal ContractAmounlContract ValueJDE Job Number Role1 90796PrimeRizo, Roberto JSacramento Area Sewer District-Sacramento,CA-Pu blic Works9660 Ecology LaneSacramentoSacramento CA 95851+1 916 8756470SACRAMENTO COUNTY - No. 4304 I ROOT MITIGATION- PRJT. 301-07-201606-24-2016Sacramento Area Sewer District-Sacramento,CA-Publ ic Works9660 Ecology LaneSacramentoSacramento CA 95851+1 916 8756470JC$1,304,801$1,257,83621,606336889 i 21,94222,49559300Close DateBid DateProject l\4anagerCustomerOwnerProjectFinal ContractAmountContract ValueStatusJDE Job NumberProject DescriptionRole190797O'Keefe, Brandon Sof Elko, NV'1751 College Ave.ElkoElko NV 89801+1 7757777126PrimeELKO, NV - 2015 | PWP#EL-2015-22O,SWR SLtp L|NE01-27-201605-1 0-201 6City of Elko, NV1751 CollegeAve.ElkoElko NV 89801+1 775 7777126JC$211,470$217,308Ette'6692,8713783,91806692,8713783".:918Project Close DateBid DateProject ManagerSR Total12TotalCustomerOwner
@t*r"**31101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueProjectJDE Job Number Role1 90798SubRizo, Roberto JCity of Hillsborough, C,A1600 Floribunda AvenueSan MateoHillsborough CA 94010{418+1 650 3757400CRATUS, INC.,HILLSBOROUGH CA I RALSTON&PEPPERAVE. HYDRAULIC01-20-201607-01-201 6City of Hillsborough, CA1 600 Floribunda AvenueSan MateoHillsborough CA 94010-641 8+1 650 3757400JC$1 04,996$88,880r13,0'1,5301,530Close DateBid Date12TotalOwnerCustomerProject DescriptionProjectStatusFinal ContractAmounlContract ValueJDE Job NumberRole190799SubRoberto JMaggiora & Ghilotti lnc-San Rafael,CA555 Du Bois StreetMarinSan Rafael CA 9490'1-3965+1 415 4598640MAGGIORA & GHILOTTI, INC. I MILLER AVE. - MILL VALLEY, CA12-08-2017City of MillCA26 Corte Madera Avenue # 94941MarinMiilcA 94941-1830+1 415 3884033JC$427,321$401,759r:83dJJo21,7782,19143001,8710833914302,0001,778Close DatePBid DateOwnerCusiomer4,193646Total
@.ffi4t101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRole1 90800PrimeRizo, Roberto JWest Bay Sanitary District-Menlo Park,CA500 Laurel StreetSan MateoMenlo Park CA 94025-3427+1 650 321038406-03-201 608-1 8-201 6West Bay Sanitary District-Menlo Park,CA500 Laurel StreetSan MateoMenlo Park C A 94025-3427+1 650 3210384JCGRANTTE CONST. CO.,ATHERTON CA I MARSH RD.CHANNEL RpR.p#56005$455,467$468,329H, 192605501,34200002605501,3422,1521,I, t5lClose DateBid DateManagerAISSR TotalTotalOwnerCustomerProjectFinal ContractAmountContract ValueStatusPrqect DescriptionJDE Job NumberRole1 90801PrimeBibayan, FanborzDCity of Rohnert Park, CA6750 Commerce BoulevardSonomaRohnert Park CA 94928-241 1+1 707 5883300ROHNERT PARK CA,CLAUSSEN OVERC I EVERCROSSTNG & HWy 1Ol SEW.REH06-17-201610-21-2016Gity of Rohnert Park, CA6750 Commerce BoulevardSonomaRohnert Park CA 94928-2411+1 707 5883300JC$M7,534$466,942E'o1,3702,340Close DateBid DateManagerCustomerOwner
@t1g*-5/1 01Last Refresh Date: 06-02-2021Final ContractAmountContract ValueStatusProjectDescriptionJob Number Role1 90802PrimeRizo, Roberto J, City of GrassValley, CA125 E Main StreetNevadaGrass Valley CA 95945-6505+1 530 274439906-14-2016o1-02-2018City of Grass Valley, CA125 E Main StreetNevadaGrass Valley CA 95945-6505+1 5302744399GRASS VALLEY, CA - No. 14-09 | CDBG- CONTRACT #16-10$1 ,618,265$1,003,204H400002,137Project Close DateBid DateProject ManagerTotalSTDTotalOwnerCustomerProjectStatusFinal ContractAmountContract ValueDescriptionJDE Job NumberRole190803PrimeRoberto JNapa Sanitation DistrictNapa,:CA,HartleNAPA SANITATION DIST-CIP 17705 I SOSCO/SOSA TRUNK REHAB03-28-201711-08-2017Napa Sanitation District-Napa,935 Hartle CourtNapaNapa CA 94558+1 707 2586000JCr$1,088,300$1,231 ,0661,50001,5001,500 0 1,500Project Close DateBid DateProlect ManagerSRTotalTotalOwnerCustomer
@rry*ry-6i101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract VaiueJDE Job NumberProject DescriptionRole1 90804PrimeRizo, Roberto JDublin San Ramon Services District-Dublin, CA7051 Dublin BoulevardAlamedaDublin CA 94568-3080+1 925 551723004-20-201704-27-2018Dublin San Ramon Services District-Dublin, CA7051 Dublin BoulevardAlamedaDublin CA 94568-3080+1 925 5517230JCDUBLIN SAN MMON SVCS DIST. I DUBLIN TRUNK SWR (CIP 16-5021)249$s,541,630$s,482,863Eil02,9452002,9736,36724000002400l2,945:200 i2,9736,607Close DateBid DateProject ManagerTotalTotalOwnerCustomerProjectFinal ContractAmounlContract ValueStatusProject DescriptionJDE Job NumberRole1 90805PrimeBibayan, Fariborz DCity of Santa Rosa, CA69 Stony CircleSonomaSanta Rosa CA 95401-9506+1 707 5433930SANTA ROSA,CA - #C01944 -2016 | SWR MA|N LINING MH & LATERALS05-17-201712-12-2015443aE,1,207City of Santa Rosa, CA2,70169 Stony CircleSonomaSanta Rosa CA 95401-9506320+1 707 54339305,682JC$2,792,000$2,777,444E; ro.97600000443351,2472,7013205,682976Close DateBid DateTotalAIS I SRTotalCustomerOwner
@t*71101Last Refresh Date: 06-02-2021ProjectFinal ContractAmounlContraci ValueStatusJDE Job NumberRole190806PrimeSethuramanCity of Los Altos, CA1 N San Antonio RoadSanta ClaraLos Altos CA 94022-3000+1 650 9472700LOSALTOS, CA #WW010517 | CIPPCORROSION REHAB PROJECTo4-13-201711-03-2017City of Los Altos, CA'1 N San Antonio RoadSanta ClaraLos Altos CA 94022-3000+1 650 9472700JC$409,486$402,773H7:6506s0650650Close DateBid DateProject ManagerTotal24TotalOwnerCustomerProjectFinal ContractAmountContract ValueStatusProject DescriptionJDE Job NumberRole190807PrimeCamacho, BemieofStocKon, CA2500 Navy DriveSan JoaquinStockton CA 95206-1 147937871 ISTOCKTON, CA - BLACK OAK PUE I REHAB PROJECT No. Ml 5200204-06-201705-21-2018City of StocKon, CA2500 Navy DriveSan JoaquinStockton CA95206-1147+1 209 93787'18JC$1,702,029$1,756,725r0343,4102U264':3,708 3,708Project Close DateBid DateProject Manager343,4'10OwnerCustomer
@t*trform8/101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job Number lRole1 9081 0PrimeMiller, Daren ANorth Tahoe Public Utilities District-Tahoe Vista, CA875 National AvePlacerTahoe Vista CA 96148-01 39+1 530 5464212NORTHTAHOE PUD I TAHOEVTSTASEl-024TOSE1-02111-02-201701 -08-201 8North Tahoe Public Utilities Diskict-Tahoe Vista, CA875 National AvePlacerTahoe Vista CA 96148-0139+1 530 5464212JC$66,450$64,s25829829829829Project Close DateBid DateCustomerOwnerProjectFinal ContractAmounlContract ValueStatusJDE Job NumberRole1 9081 1SubPadilla, Adrian MiguelBrinderson Engineers & Constructors-Bakersfield, CA4550 California AvenueSuite 700Kern+1 661 3770343SCHULTZ INDUSTRIAL SERVICES I ANDEAVOR MARTINEZ REFINERY02-41-2018l05-25-201 8Andeavor-(Tesoro)-Martinez, CA-Golden Eagle Refinery150 Solano WayContra CostaMartinez CA 94553+1 925 2281220JC$'1 16,880$120,192185'185185E: o'Project Close DateProject ManagerAIS TolalTotal] o*ne,Customer
@rr.lt"*-9/101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job Number lRoleProject Description1 9081 3PrimeFariboz DSouth Placer Municipal Utility District-Loomis,CA3671 Taylor RoadPlacerLoomis CA 95650+1 916 6525877South Placer Municipal Utility DiskictL,oomis,CA3671 Taylor RoadPIacerLoomis CA 95650+1 9166525877SOUTH PLACER MUNICIPAL UTILITY I SPMUD PIPE LINER PROGMM 20181 5-201 806-05-201 8306JC$344,002$348,4484014,8285,535 :00005,535Project Close DateBid DateProjectTotalTotalOwnerCustomerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole1 90814Prime$221,80s$242,U3G|LROY, CA - #17-PW-235 | SWR REHAB FIRST STREET01 -31-201 808-30-2018ofCA613 Old Gilroy StreetSanta ClaraGilroy CA 95020JCrBibayan, Fariborz DCity of Gilroy, CA613 Old Gilroy StreetSanta ClaracA 95020+1 408 84602712,9592,959't6:+1408 846027'lClose DateBid DateProject ManagerSRTotalTotalOwnerCuslomer
@tq*f"*-10/.101Last Refresh Date: 06-02-2021ProjectFinal ContractAmountContract ValueStatusJDE Job NumberRoleProiect Description1 9081 5PrimeQUAM CONST. CO, -REDD|NG, CA I CITY OF REDDTNG-GARDEN TMCTBibayan, Fariborz D02-08-201808-03-201 9City of Redding, CACity of Redding, CA20055 Viking Way, Bldg 3 20055 Viking Way, Bldg 320055 Viking Way Building 3 20055 Viking Way Building 3BIdg 3 Bldg 3Shasta ShastaRedding CA 96003 Redding CA -9-6003+1 530 2246069 +1 530 2246069JC$1,127,963$1,183,591H53'r ,4077.7508,1577,7508,1 501,2601,8297463,12122,85600000000Close DateBid DateProject ManagerTotalTotalOwnerCustomerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole1 9081 6SubPadilla, Adrian MiguelQuam Construction-Willmar. MN4411 First Ave. W.KandiyohiWillmar MN 56201+1 320 2353344736 F StreetHumboldtArcata CA 95521-62'11+1 707 8225951QUAM CONST. CO, - ARCATA, CA I SAN SWR |NF|LTRAT|ON REDUCTTON05-01-201 809-27-2019City of Arcata, CAJC$1,612,558$1,632,056E552:1 1,1683,0131,6651,4791,9853001 3,29618,1319 i 4,0762,55120,5683,4647680004680: 31,427Project Close DateBid DateProject8869,4001,063TotalTotalOwnerCustomer
@)*"r"**11t101Last Refresh Date: 06-02-2021Final ContractAmounlContract ValueStatusProjectJDE Job Number RoleProject Description1 9081 7PrimelBibayan, Fariboz DCity of Eureka, CA531 K StreetHumboldtEureka CA 95501+1 707 4414183MERCER-FRASERCO,, EUREKA, CA I 3RD&YBASIN REHAB.1 5-201 80a-24-2018City of Eureka, CA531 K StreetHumboldtEureka CA 95501+1 707 4414183JC$433,855$334,232r,65305,294,5991,6983,05800001,6981,360,3051,2944,657Project Close DateBid DateTotalTotalOwnerCustomerFinal ContractAmountContract ValueStatusProjectProject DescriplionJDE Job NumberRole1 9081 IPrimeFariborz D09-07-201 81 1-09-201 ITuolumne Utilities District-Sonora, CATuolumne Utilities District-Sonora, CATUOLUMNE UT|L.D|ST.2o18,SONORA | 2018 CIPP SEWER REHAB PROJECTJC$198,902$1 98,9022,4902,490E:018885 Nugget BlvdPO Box 3728TuolumneSonora CA 95370-3728rl1 8885 Nugget BlvdPO Box 3728TuolumneSonora CA 95370-3728+1Project Close DateBid DateProjectOwnerCustomer
@,*Hi,{#f*-12t101Last Refresh Date: 05-02-2021ProjectStatusFinal ContractAmountContract ValueProject DescriJDE Job NumberRole1 9081 9PrimePadilla,AdrianLangtry Farms22000Butts Canyon RdLakeMiddletown CA 95461+1 707 987277209-14-2018Langtry Farms22000Butts Canyon RdLakeMiddletown CA 95461+1 707 9872772:01 -04-201 9LANGTRY FARMS, LLC, MIDDLETOWN I DETERT LAKE DAM OUTLET REPAIRJC$320,300$31 6,952-rEEI-G! :-- :--Bid DateProject ManagerClose DateOwnerCustomerProjectFinal ContractAmountContract ValueStatusProject DescriJDE Job NumberRole190820SubBibayan, Fariborz DCon-Quest Contractors-San Francisco,CA290 Toland StreetSan FranciscoSan Francisco CA94124+1 415 2060524CoN-QUEST CONTRACTORS, SFPW I CLAYTON/CLIPPERiPORTOLA,#25OOJ01-01-201 8,03-29-201942785954City of San Francisco, CA -*Main-Department of Public Works30 Van Ness Avenue 5th Floor30 Van Ness Avenuesth FloorSan FrancismSan Francisco CA94102+'t 415 5584018JC$134,794$1 34,320Gil, 38i4271,340Bid DateClose DatelvlanagertoTotalCustomerOwner
@Irrcitufoirm'131101Last Refresh Date: 06-02-2021RoleProjeclStatusFinal ContractAmountJDE Job NumberProject DescriptionContract Value190822PrimeBibayan, Fariboz DCity of Redding, CA20055 Viking Way, Bldg 320055 Viking Way Building 3Bldg 3ShastacA 96003+1 530 2246069REDDING, CA - JOB No. 2607 | BENTON TRACT SANI SWR LINING12-18-201808-1 5-201 9City of Redding, CA20055 Viking Way, Bldg 320055 Viking Way Building 3Bldg 3ShastacA 96003+1 530 2246069JC$1 ,31 7,258$1,509,629E3581,302-465373 ,2,1406,47611,079001 7,5550006,47612,3814651 9,695373Project Close DateBid DateTotalTotalOwnerCustomerProjectStatusFinal ContractAmounlProject DescriptionJDE Job NumberRoleConlract Value'190823SubSYBLON REID, NAPA SANI DIST I NAPA-HEADWORKS EQUIPT REPLACE02-07-201905-09-201 9104JC$1 62,078$1 62,078104H0tPadilla, Adrian Miguel1 130 Sibley StreetSacramentoFolsom CA 95630+1 925 3718928104: 104Napa Sanitation District-Napa,cA,HSIlle: 935 Hartle Court. t,tapa, Napa CA 94558:: +1 707 2586000Project Close DateBid DateProject l\/anagerTolalTotalOwnerCus'lomer
@t**rorm'141101Last Refresh Date: 06-02-2021JDE Job Number RoleProlect DescriptionProjectStatusFinal ContractAmountContract Value190824SubAdrianCratus lnc.-San Francisco, C-A2200 Palou AvenueSan FranciscoSan Francisco CA 94124+1 415 5591 163CRATUS, INC. - ROSS VALLEY SD J LARGE DIAM-LOWER SHADY LNo1-31-201910-17-2019Ross Valley Sanitar-San Rafael, CA-District #12960 Kemer BoulevardMarinSan Rafael CA 94901+1 4152592949$316,644$329,888r;21,5171,517 )1,517't,517Close DateBid DateProject lvlanagerSR TotalTotal21I o*n",CustomerProject DescriptionProlectStatusFinal ContractAmountJDE Job NumberContract ValueRole190825SubPadilla, Adrian MiguelDarcy & Harty Construction-SanFrancisco, CA1300 Canoll Ave.San FranciscoSan Francisco C494124+1 415 8225200DARCY & HARTY CONST.,C/C SANF I CASTTAS AVE EASEMENT WW 62401-17-201907-22-2019J,:oo31,003City of San Francisco, CA:Main-Department of Public Works30 Van Ness Avenue sth Floor30 Van Ness Avenue5th FloorI San Francisco' San Francisco CA941O2+1 415 5584018JC$1 38,060$143,7321,003r' 14:0 1,003 :Close DateBid DateProjectOwnerCustomer
@t*-rturm1il101Last Refresh Date: 06-02-2021ProjectFinal ContractAmountConiract ValueStatusJDE Job NumberRole1 90826PrimeBibayan, Fariborz DCity of Los Altos, CA1 N San Antonio RoadSanta ClaraLos Altos CA 94022-3000+1 650 9472700LOSALTOS, CA #WW0100s19 I CIPPCORROSION REHAB PROJECTi 06'05-201 IJC$916,91 1$885,56110-22-2015Hzzl1:4561,4561,456, City of Los Altos, CA1 N San Antonio RoadSanta ClaraLos Altos CA 94022-3000+1 650 9472700Close DateBid DateProject ManagerTotalTotal30OwnerCustomerJDE Job Number Role Project DescriptionProjectStatusFinal ContractAmountContract Value190,827SubFariborz DPrecisionlnc-1 939 Newcomb AveSan FranciscoSan Francisco CA.94124+1 415 6214882PRECTSTON ENG|NEER|NG, rNC. I VAR LOC NO. 37 #1000008792802-26..2029 'City of San Francisco, CA -"Main-30 Van Ness Avenue 5th Floor30 Van Ness Avenuesth FloorSan FranciscoSan Francisco CA 941 02JC$1 55,260$1 55,260r211 ,308 :21130851951900:*t415 5584018Project Close DateBid DateManagerOwnerCustomer
@4q'#{*-16t101Last Refresh Date: 06-02-2021JDEJobNumber tRoleProjectStatusFinal ContractAmountContract ValueProiect DescriptionRANGER PTPEL|NES,PALO ALTO CA I SAN|T.SEW. REPLACEMENT 288 pRJ04-23-2019'03-20-2020City 9J Palo Alto, CA-Utilities-Elwell Ct City of Palo Alto, CA-Utitities-Etwett CtI 90828PrimeBibayan,Faribou D1007 Elwell CourtSanta ClaraPalo Alto CA 943034308+1 650 5664513JC$217,948$246,448Gil10)3431,7536362,7321007 Elwell CourtSanta ClaraPalo Alto CA 94303-4308+1 650 5664513Project l\,'lanagerBid DateProject Close DateTotalTotalOwnerCustomerProjectFinal ContractAmountContract ValueStatusProject DescriptionJDE Job NumberRole190829SubFariboz DCratus lnc.-San Francisco, CA2200 Palou AvenueSan FranciscoSan Francisco CA94124+1 415 5591 163rEml5GCRATUS, INC.. VALLEJO, CA I VFWD MARE ISLAND SWR REHABJC$1 50,664$150,66411-15-2019Vallejo Flood & Wastewater District-Vallejo, CA450 Ryder StreetSolanoVallejo CA 94590; +1 707 6448949CIose DateBid Datet\,4anOwnerCustomer
@t*171101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContraci ValueDescriptionJDE Job NumberRole1 90831SubPadilla, Adrian MiguelT-eichert, lnc-Pleasanton, CA5200 Franklin Dr., Ste. 1 15AlamedaPleasanton CA 94588+1 925 6215700TETCHERT CONST., OAKLAND, CA I POA-AIRPORT #10578.05:11-05-201912-16-2019Port of Oakland, CA-Oakland,CA530 Water StreetAlamedaOakland CA 94607+1 510 6271 100JC$ 170,140$182,162352H0352352352Close DateBid DateProjecl l\ilanagerTotalTotal24OwnerCustomerPro.iectStatusFinal ContractAmouniContract ValueProject DescriptionJDE Job NumberRole190833PrimeFariborz DCarmel Area Wastewater District-Carmel. CA3945 Rio RoadMontereyCarmel CA 93922+1 831 6241248Carmel Area Wastewater District-Carmel, CA3945 Rio RoadMontereyCarmel CA 93922: +1 831 6241248CARMEL AREA WW DIST., RIO RD. I RIO RD. CIPP LINING PROJECT03-17-202009-17-2020JC$697,554$697,554E04 oFO2,091 ,4,0501,9592,0914,050Close DateBid DateProject ManagerOwnerCustomer
@*Hff*fe'*18t101Last Refresh Date: 06-02-2021ProjectFinal ContractAmountContract ValueStatusJDE Job Number RoleProject Description200268PrimeRizo, Roberto JMontecito Sanitary District1042 Monte Cristo LaneSanta BarbaraSanta Barbara CA 931 08-2809+1 805 9694200MONTECTTO SANTTARY D|STRICT | 2014 SWR MA|N REHAB PROJECT12-04-201404-21-201640,7552,84:243,597Moltecito Sgnitary District1042 Monte Cristo LaneSanta BarbaraSanta Barbara CA 93108-2809+1 805 9694200JC$1,588,971$2,704,368r| 481143,597Close DateBid DateProject ManagerOwnerCustomerProject DescriptionProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole200273SubSKANSKA-RADOS EXPO 2 | EXPO PHASE ll #Xp8902-002Amal B01-16-20'ls01-05-201 6City of Los Angeles,CA-Dept of Public City of Los Angetes,CA-Dept of PubticWorksWorksJC$18,000$52,81 80610660ri ol601661661 149 S Broadway - 6th FloorLos AngelesLos Angeles CA 90015+1 213 U75167'1149 S Broadway - 6th FloorLos AngelesLos Angeles CA 9001 5+1 213 U75167Bid DateProject Close DaieMaAISTotalTotalOwnerCustomer
@t*-rfwm191101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRoleGREEN BLDG.COPR.-LA,CA I GLENDALEWATERRECLAMN. PLANT12-03-201402-20-2016JC$503,000$51 0,008200274SubRubio: J?ffrey LoullCity of Los Angeles,CA-Dept of PublicWorks1 149 S Broadway - 6th FloorLos AngelesLoscA 90015+1 213 8475167City of Los Angeles,CA-Dept of PublicWorks1 149 S Broadway - 6th FloorLos AngelesLos Angeles CA 9001 51 +1 213 8475167E:o497 ,497457Project Close DateBid DateProlect ManagerTotalTotal72OwnerCustomerJDE Job Number RoleProjectStatusFinal ContractAmountContract Value200274PrimeSethuramanLake Arrowhead Community ServicesDistrict-Lake Arrowhead, CA28200 State Highway 189 Lower VillageP.O. Box 700San BernardinoLake Anowhead CA 92352+1 909 3378555Lake Arrowhead Community ServicesDistrict-Lake Arrowhead, CA28200 Siate Highway 189 Lower Village SP.O. Box 700San BernardinoLake Arrowhead CA92352+1 909 3378555LAKE ARROWHEAD COMMUNITY SVCS I SHELTER COVE SLIPLINE PHASE 1io9-1 5-201 503-25-201 64112,930JC$497,983$507,252E4:02,9303,3413P41 ,tiClose DateBid DateTotalQDTotalOwnerCustomer
@1ffi*20t101Last Refresh Date: 06-02-2021ProjectFinal ContractAmountContract ValueStatusProject Description200279Bibayan, Fariboz DColich And Sons547 W 140th StreetLos AngelesGardena CA 90248+1 2137702920SubCOLICH & SONS, lNC. - LACSD I JOINT oUTFALL D Units 7 & 806-1 8-201 506-06-201 6Los Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-141s+1 5626997411JU$248,525$251,243r, 1,I67515375153Close DateBid DateTotal54bUCustomerOwnerProjectStatusFinal ContractAmountJDE Job NumberRoleContract ValueDescription200280SubBibayan, Fariborz DW.M. Lyles - Fresno,CA355 N Thorne AvenueFresnoFresno CA 93744+1 661 387160012-18-201503-28-2016Orange County Sanitation District-Fountain Valley, CA10844 EIlis AvenueOrangeFountain Valley CA 92708+1 714 9622411JCw.M. LYLES CO.HUNTINGTON BEACH I SOLTDS THTCKENTNG&PROC.UPGMDE$30,040$s0,040H: o,40404040Bid DateClose DateProject l\,4anagerTotalTotalOwnerCustomer
@)r,*tf"*-211101Last Refresh Date: 06-02-2021Final ContractAmounlContract ValueStatusProjectJDE Job NumberRoleProject Descri200241SubFariborz DUS Marine Corps-Barstow, CAROICC Barstow, Southwest Division,San BernardinoBarstow CA 9231 1-5050+1 760 577&93US Marine Corps-Barstow, CAROICC Barstow, Southwest Division, Bldg,San BernardinoBarstow CA 9231 1-5050+1 760 5776493ORION CONST, -NAVFAC SOUTHWEST I REPAIR SWR MAINS MCLB BARSTOWj,09-01 -201 501-25-2017JC$75,560$84,670H12252'118132,0652s:_21,8132,065Close DateBid DateProject ManagerOwnerCustomerProjectStatusFinal ContractAmounlConlract ValueJDE Job NumberRole200282PrimeBibayan, Fariboz Dof Colton, CA1201 S Rancho AvenueSan BernardinoColton CA 92324-3342+1 909 3705179coLToN, cA - FY 15-16 | FY15-16 SWR LINING PROJECT12-21-201so4-11-2016City of Colton, CA1201 S Rancho AvenueSan BernardinoColton CA 92324-3342+1 909 3705179JC$148,185$174,7354,115E184,0 4,115Project Close DateBid DateTotalTotalOwnerCustomer
@)ffiftr{f.-22t101Last Refresh Date: 05-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleDescri200283SubBibayan, Fariborz DAmes Construction-Corona, CA.391 North Main StreetSuite 302Riverside+1 951 3561275AMES CONSTRUCTTON (CALTRANS) I CNT#08-3555V4 -V|CTORV|LLE,CA08-27-201505-24-2017210:Department of Transportation - Stateof California-District 08 - SanBernardino, CA-(CALTRAN )464 West 4th StreetSan BernardinoSan Bernardino CA92401+1 909 3834561JC$799,128$877,340rg,000210250s40201430247,878000540201430,878Project Managerj aio ou,"Project Close DateTotalTotalOwnerCustomerProjectFinal ContractAmountContract ValueStatusJDE Job NumberRoleDescri20028/PrimeBibayan, Fariboz DCity of Costa Mesa, CA77 Fai DnveOrangeCosta Mesa CA 92626-6520+1 714 7545015City of Costa Mesa, CA77 Fair DriveOrangeCosta Mesa CA 92626-6520+1 714 7545015COSTA MESA SANITARY DISTRICT I INDUSTRIAL SWR/MANHOLE No,31003-01-201 605-25-20161,087JC$218,458s247,8291,087H41,087 ,Project Close DateBid DateTotalCustomerOwner
@l*ot"*"'231101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueJDE Job Number RoleProject Description200285SubFariboz DReyes Construction-San Leandro, CA25713 Westview WayLos AngelesSan Leandro CA 94542+1 510 8889645US Navy - San Diego, CA-NAVFAC-Southwest,Central1 Pacific HighwaySan DiegoSan Diego CA 92101REYES CONST,.NAVFAC SOUTHWEST I MARINE CORPS RECRUIT DEPOT1 1-06-201507-15-20163043,6402,1943501151,6488,251+1 619 5324714JC$683,549$689,023H24,2J943501151,648 l8,251Project Close DateBid DateTotalTotalOwnerCusiomerProjectStatusFinal ContraclAmountContract ValueDescriJDE Job NumberRole200286Bibayan, Fariboz DPrimeULTRAMAR,,WILMINGTON REFINERY I VALERO WLMINGTON REFINERY,06-01 -201 6' 10-21-2016580580Valero Energy - \A/ilmington,CA-Refinery2402 Anaheim StreetLos AngelescA90744+1 562 4916648JC$o$171,990Eo580580Bid DateClose DaleProject ManagerTotalTotalOwnerCustomer
Irrcituform'24t101Last Refresh Date: 06-02-2021ProjectStatusFinal ContraclAmountContract ValueProject DescriptionJDE Job NumberRole200287PrimeBibayan, Fariboz DOjai Valley Sanitary District1072 Tico RoadVenturaOjai CA 93023+1 805 646598OJAI VALLEY SANI DIST.2016 | No 2016-05 SWR MAIN REPAIRS07-15-201612-09-2016Ojai Valley Sanitary District1072 Tico RoadVenturaOjai CA 93023r+1 8os 646ss+BJC$748,460$7 41,291r2Uzo,osg20,059:20,05920,059Close DateBid DateProject ManagerOwnerCustomerPro.jectFinal ContractAmountContract ValueStatusJDE Job NumberRoleDescri200288PrimeBibayan, F3{borz DCity of Anoyo Grande, CA214 E Branch StSan Luis ObispoAnoyo Grande CA 9U2O-27 30+1 805 4735400ARROYO GMNDE CREEK, CA I SEWER REHAB #201G,05408-09-201 612-08-2016City of Arroyo Grande, CA214 E Branch StSan Luis ObispoAnoyo Grande CA 93420-27 30+1 805 4735400JC$139,922$146,51 60H15 :?291685002200 11685501 ; 5015012,406,905Project Close DateBid DateOwnerCustomerTotal
@m.r't"*-251101Last Refresh Date: 06-02-2021Final ContractAmounlContract ValueJDE Job Number RoleProject DescriptionStatusProject200289Primei Bibayan, Fariboz Dcity of Simi Valley, CA500 W Los Angeles AvenueVentura644SIMIVALLEY, CA- #SV 16-16 I SW. LOSANGELESAVE&EASYST09-07-2016 05-03-2017City of Simi Valley, CA500 W Los Angeles AvenueVenturaSimi Valley CA 93065-1644+1 805 583900JC$2,066,379$2,126,6501, 1066b51,1 0686315:23,0725,1 9300000523,072Project Close DateBid DateProJectTotalTotalOwnerCustomerProlectFinal ContraclAmountContract ValueStatusJDE Job Number iRoleDescri200290PrimeFariboz DCounty of Santa Barbara,CA-SantaBarbara,CA-E Victoria St130 E Victoria StreetSanta BarbaraSanta Barbara CA 931 01+1 805 8823600SANTA BARBARA,COUNTY OF (2016) I 18" CMP STORM DRAIN REHAB.01-26-2017County of Santa Barbara,CA-Santa, Barbara,CA-E Victoria St130 E Victoria StreetSanta BarbaraSanta Barbara CA 931 01JC$44,81 0947,449r. 0l90909090+1805 8823600Bid DateClose DateProject ManagerTotalTotalOwnerCustomer
@lltrf:1;{fq'26t101Last Refresh Date: 05-02-2021ProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRole200291PrimeBibay?l!Fariborz DMidway City Sanit?ry Dighict1,1451 Cedaruood StreetOrangeWestminster CA 92683-531 8+1 714 8933553MTDWAY C|TY, CA - 2016 | REHAB./REPA|RS OF SWR MATNS09-02-201 6:Ot-20-2017Midway City Sanitary District14451 Cedarwood StreetOrangeWestminster CA 92683-5318+1 714 8933553JC$95,9s8$153,214r74'4?:624,ZOZ4,2624,262ProjectBid DateProject Close DateOwnerCustomerProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRole200292,Bibayan, Fariboz Dco sANr DrsT 18 oF LOS ANGELES I LACSD S. WH|TT|ER OUTFAL TRUNK08-30-20'1605-22-20175302lzs2:659Los Angeles County-Whitter,CA-Los Angeles County-Whitter,CA-Sanitation DistrictSanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 6997411+1 562 6997411PrimeJC$624,622$716,6220lE. 1:170 :-.....n7002,129170 t: 2,829,1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415Close DateBid DateSRSTD I tot"tTotalOwnerCustomer
@1gL'qry'271101Last Refresh Date: 06-02-2021Final ContractAmountContract ValueStatusProlectProject DescriptionJDE Job NumberRole200293PrimeFariborz DCity of Carlsbad, CA1635 Faraday AvenueSan DiegoCadsbad CA 92008-7314+1 760 6022490NEWEST CONST. CO. CARLSBAD,CA I FOXES LANDING LIFT STA REPTACE07-1 3-201 601-1 9-201 8City of Carlsbad, CA1 635 Faraday AvenueSan DiegoCarlsbad CA 92008-7314+1 760 6022490JC$251,500$224,283337H,oJJ/337337Project Close DateBid DateProject ManagerTolal12TotalOwnerCustomerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole200294PrimeFariboz DLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 699741 1CO SANI DIST 3 OF LOS ANGELES I LACSD ANNAHEIM ST. TRUNK SWR10-20-201609-25-2017JC$2,383,498$2,204,56003,525E, 5r6042780 604O 2784,407Los Angeles County-Whitter,CA-Saniiation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 699741 14,407Close DateBid DateSR TotalTotalOwnerCustomer
@)nru**-28t101Last Refresh Date: 06-02-2021JDE Job NumberProject DescriptionProjectStatusFinal ContractAmountContract ValueRole200295PrimeBibayan, Fariboz DCity of lmperial Beach, CA495 10th StreetSan Diegolmperial Beach CA 91932-1510+1 619 4238311TMPERTAL BEACH, CA (FY1si16) I ANNUAL SEWER MA|N L|NE10-13-2016 ;11-28-2017Ciiy oJ lmperial Beach, CA495 1 oth StreetSan Diegolmperial Beach CA 91932-1510+1 61 I 423831 1JL$348,1 60$389,423r706053,3383,943006053,3383,943Project Close DateBid DateCustomerOwnerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole200296PrimeARROYO GRANDE CA, EL CAMTNO I REAL STORM SEW. REHAB #2016-12Bibayan, Fariboz D11-14-2016o'l-24-2017Crty ojlngyo G-'ra1de, C-A City oJArroyo Grande, CA214 E Branch St 214 E Branch StSan Luis Obispo San Luis ObispoAnoyo Grande CA93420-2730 Arroyo crande CA 93420-273,0+'1 805 4735400+1 805 4735400JC$57,750$57,750E, O:357':357357Bid DateProject Close DateProject ManagerTotalTotalOwnerCustomer
Ircitufvrm'291101Last Refresh Date: 06-02-2021JDE Job Number RoleProjectSlatusFinal ContractAmounlContract ValueProiect Description200297PrimeFariboz DMoulton Niguel Water District-LagunaNiguel, CA27500 La Paz RoadOrangecA 92677-3489+1 949 8312500MOULTON NIGEL WATER DIST. I LAGUNA NIGEL#2015.008,2015.01010-20-201601-06-2017JC$99,800$99,800r332,6742,6742,674z,ot4Moulton Niguel Water Distrlct-LagunaNiguel, CA275OO La Paz RoadOrangeLaguna Niguel CA 92677-3489+1 949 8312500Close DateBid DateTotal8TotalOwnerCustomerProjectStatusFinal ContractAmountContract ValueProjectJDE Job Number Role200298PrimeBibayan, Fariboz DLeucadia Wastewater District-Carlsbad, CA1960 La Costa AvenueSan DiegoCarlsbad CA92018-2351+1 760 7530155LEUCADIA WASTEWATER DIST. I LEUCADIA SCENIC CIPP LINING11-29-201602-27-2017Leucadia Wastewater District-Carlsbad, CA1 960 La Costa AvenueSan DiegoCarlsbad CA 9201 8-2397+1 760 7530155JC$172,602$167,1521,972 :1,972E71,972 0 1,972Close DateBid DateOwnerCustomer
@,*r"**30/101Last Refresh Date: 06-02-2021ProjectFinal ContractAmountContract ValueStatusJDE Job NumberRole200295Primeqibayal: Faribotz Dcity of cgltgn, cA1201 S Rancho AvenueSan BernardinoColton CA92324-3342+1 909 3705179JCcoLToN, cA - FY 16-17 | Fy16-17 SWR L|NING PROJECT$252,638$267,952r12011-17-2016 | 04-21-2017CftV of Colton, C,A1 201 S Rancho AvenueSan BernardinoColton CA92324-3342+1 909 37051795,3018753,1 002279011985,301Pro.iect Close DateBid DateProiect ManagercoTotalTotalOwnerCustomerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleDescription200300SubFariborzDOrange County Sanitation District-Fountain Valley, CA'10844 Ellis AvenueOrangeFountain Valley CA 92708+1 714 9622411GHARLES KING COMPANY, tNC I DIST.6 TRUNK SWR RELTEF PRJT07-26-201610-29-2018Orange County Sanitation District-Fountain Valley, CA10844 Ellis AvenueOrangeFountain Valley CA 92708+1 714 9622411JC$70,430$78,452380Eio3806'15oo<615995 lProject Close DateBid DateProjectTotalTotalOwnerCustomer
@)r*r"*",31i101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRole20031 0PrimeBibayan, Fariboz DCity of Norwalk,CA12700 NoMalk BlvdRoom 10Los AngelesNorutralk CA 90650-3144+1 562 9295700NORWALK, CA-FY 2015116#7512 | SEWER SYSTEM REHAB.2015-1611-16-201605-19-2017City oJ Norwalk,CA12700 Norwalk BlvdRoom 10Los AngelesNorwalk CA 90650-3144+1 562 9295700$237,530JC$268,286r2423275,8590005,859z:so333 :950nCIose DateBid DateTotalTotalOwnerCusiomerFinal ContractAmounlContract ValueStatusProjectJDE Job NumberRoleProject Description20031 1SubFariborz DCounty of San Diego, CA5555 Overland AvenueSan DiegoSancA92123-1290+1 858 A744062J.R. FTLANC CONST-SAN DTEGO,CA I JOB 461-001 STORM DRAIN-EBERLY-25-201702-27-2017JC$133,08s$135,081F0422:422422422County of San Diego, CA5555 Overland AvenueSan DiegoSan Diego C492123-1290+1 858 8744062Close DateBid DateProject lvlanagerTotalTotalOwnerCustomer
@)*,1"*-32/101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueDescriJDE Job NumberRole200312SubBibayan: F?ribotz DSanta Ana Watershed ProjectAuthority-Riverside,CA1 1615 Sterling AvenueRiversideRiverside CA 92503+1 951 354200WEKA, INC -SANTA ANA (SAWPA) I INLAND EMPIRE BRINE LINE REACHJC$3,504,400$5,446,63510-11-2017r010,33410,3341 0,33410,334Santa Ana Watershed ProjectAuth ori-ty-Rive rs ide, CA1 1 615 Sterling AvenueRiversideRiverside CA 92503+1 951 3544200Close DateBid DateProject ManagerTotal24TotalOwnerCustomerProjectFinal ContractAmountContract ValueStatusJDE Job NumberRole200314PrimeBibayan, Fariboz DPBF-TorranceRefinery-Torrance,CA PBF-TorranceSCHULTZ- PBF ENERGY I TORRANCE REFTNRE-PO5000430130o2-17-201703-30-201 7JC$360,91 0$360,91 017070E:0170:3700 w 190th stLos AngelesTonance CA 90504+1 310 21228003700 w 190th stLos AngelesTonance CA 90504+1 310 2122800Project Close DateBid DateProject ManagerSTD : TotalTotalOwnerCustomer
@m*'t"mr*33/1 01Last Refresh Date: 06-02-2021JDE Job Number KoleProjectStatusFinal ContractAmounlContract ValueProject Description200315PrimeBibayan, Fariborz DOtay Water Diskict2554 Sweetwater Springs BlvdSan DiegoSpring Valley CA 91978-2004+1 619 6702280OTAY WATER DISTR,SAN DIEGO CO I TRENCHLESS SEW.REHAB,CIP 5204401-24-201710-27-20173,4903,490Otay Water District2554 Sweetwater Springs BlvdSan DiegoSpring Valley CA 91978-2004+1 619 6702280JC$352,821$333,467q56:3,4903,490Close DateBid DateOwnerCustomerProjectFinal ContractAmountContract ValueStatusProiect DescriptionJDE Job NumberRole2003 1 6SubFariborz DLake Anowhead Community ServicesDistrict-Lake Arrowhead, CASan BemardinoLake Arrowhead CA92352TK CONSTRUCTION I PALISADES SWR REHAB PHASE 'I08-31-2017Lake Arrowhead Community ServicesDistrict-Lake Arrowhead, cASan BernardinoLake Arrowhead CA 92352+1 909 33785551,054. O 1,054,0 1:0541f 054JCr15$84,387$84,36728200 State Highway 189 LowerVillage S 28200 State Highway 189 LowerVillage SP.O. Box 700 , P.O. Box 700ProJect Close DateBid DateSRTotalTotalOwnerCustomer
@-ffi*f*-341101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Jot) NumberRole200317PrimeBibayan, Fariborz DEast Valley Water District-SanBernardino,CAPO Box3427San BemardinoSan Bernardino CA 92413-U27+1 909 8899501MERLIN JOHNSON CONST. I EAST VALLEY WATER D|ST03-23-201706-02-2017East Valley Water District-SanBernardino,CAPOBox3427San BernardinoSan Bemardino C A 92413-3427+1 909 8899501JC$31,500$31,500rt 21 '0Uuo340Project Close DateBid DateOwnerCustomerProjectFinal ContractAmountContract ValueStatusJDE Job NumberRole20031 8SubBibayan, Fariboz DCity of Fullerton, CA303 West Commonwealth AvenueOrangeFullerton CA 92832+1 7147385338SULLY-M|LLER CONTRACTTNG CO. I ARROYO DR AREA SWRyST IMPRVMTS09-1 5-201 606-02-2017456972City of Fullerton, CA303 West Commonwealth AvenueOrangeFullerton C492832+1 7147385338JC$75,16'l$72,008E20,Project Close DateBid DateOwnerCustomer
@hwfttrtvrm' ^t.i I 4 i, r- ,f; .i ..'35/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueProjectJDE Job NumberRole200319PrimeFariborz DCucamonga Valley Water District1 0440 Ashford St.San BernardinoRancho Cucamonga CA 91729-06389872591CUCAMONGA VALLEY WATER DIST. I SEWER MAIN RELINING AT VAR.LOCo3-16-201708-24-20172,4122,412Cucamonga Valley Water Disirict10440 Ashford St.San BernardinoRancho Cucamonga CA 91729-0638+1 909 9872591JC$1 15,571$107,9214E?o2,4122,412Close DateBid DateManagerOwnerCustomerFinal ContractAmountContract ValueStatusProjectJDE Job NumberRoleProject Description200320PrimeBibayan, Fariboz Dof Cypress, CA300 E Chapman AvenueOrangecA 90630+1 714 2296740CYPRESS CA, PROJECT 182 I SEWER RELINING PROJECT1821-201712-20-2017Cypress CA 90630JC$1 90,482$217,8070:Hi:612,5582,5582:558 i2,558i:+1714 2296740Prolect Close DateBid DateTotalOwnerCustomer
@,*36/1 01Last Refresh Date: 06-02-2021JDE Job Number rRoleProjectStatusFinal ContractAmountContract Value200321PrimeBibayan,Fariborz DOjai Valley Sanitary District1072 Tico RoadVenturaOjai CA 93023+1 805 6465548oJAr VALLEY SAN| D|ST.,2017-07 | 2017 SEWER MA|N REHAB#2017-07JC$647,211$642,474r06-14-2017Ojai Valley Sanitary District1 072 Tico RoadVenturaOjai CA 93023+'t 805 6465548:: 01-24-201835610,38s6,047217441 9,53235610,3856,0472,74419,5322330000ProjectBid DateProject Close DateTotalAIS SRTotalOwnerCustomerl,RoleContract ValueProject DescriptionJDE Job NumberFinal ContractAmountPro.jectStatus200322SubFlatiron Construction-San Marcos,CA City of La'1770 La Costa Meadows Dr-San DiegoSan Marcos CA 92078FLATTRONCONST.CORP. I LACANADA43'STORMDRATN03-30-201711-03-2017JC$90,675$90,675150150150E: o'50+1 760 91691001 327 Foothill BoulevardLos AngelesLa Canada Ffintridge CA91011-2137+1 818 7908882Close DateBid DateTotalSTDTotalCustomerOwner
@rr*,'t"*-371101Last Refresh Date: 06-02-2021Final ContractAmountContract ValueStatUSProjectDescriptionJDE Job NUmbETRole200323PrimeFariboz DLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415CO SANI DISTS. OF LOS ANGELES I CLAREMOUNT TRUNK EMERGENCY08-1 8-201 711-O7-2017400Los Angeles County-Whitter,CA-Sanitation Disaict1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 5626997411JC$40,573$41,773E2:Project Close DateBid DateProjectOwnerCustomerProjectFinal ContractAmounlContract ValueStatusDescriJDE Job Number Role200324PrimeBibayan, Fariborz DLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 699741 1COSANIDISTS. OFLOSANGELES I JOINTOUTFALL BUNITlETRUNK:07-21-2017o4-12-2018331345b/b lLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 699741 1JC$624,619$630,827r0:2204406605517851:3-36Close DateBid DateManagerOwnerCustomerTotal
@rry'g1ra*-38/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole20Q325Sublrv!19 Ranch Water District-lrvine, CA15600 Sand Canyon AvenueOrangelrvine CA 926'18+1 949 4535300PACIFTC HYDROTECH CORP. I NEWPORT COAST L|FT STA. REHAB06-20-2017o4-14-2018lrvine Ranch Water District-lrvine, CA15600 Sand Canyon AvenueOrangelrvine CA 92618. +1 949 4535300JC$491,345$491,345:2,078:2,078rilo2,0782,078Project Close DateBid DateTotalTotal12CustomerOwnerProjectFinal ContractAmountStatusContract ValueJDE Job NumberRole200326PrimeFariboz DLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 6997411LOS ANGELES CO. SANIT.DIST, I MONTEREY PARK RELIEF SEWER REH08-31-201704-27-20182,175JC$491,854$536,951Hllt. 172:333 :...:2,508:0002,175JJCi2,508,Los An geles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 69974't1Bid DateProject Close DateProject l\,4anagerOwnerCustomer
@*'r"ro.*39/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole200327Sub, Fariborz DCity of Chula Vista, CA1800 Maxwell Rd.San DiegoChula Vista CA 91910-3816+1 619 69'15021CHULA V|STA, CA (FY 2013/2014) | JOB CIP SW28007-19-201705-07-201 8City of Chula Vista, CAI 1800 Maxwell Rd.San DiegoI Chula Vista CA 91910-3816+'l 619 6915021JC$606,471$563,803E9'16,5'186,518o 6,5180 61518Close DateBid DateTotal8TotalOwnerCustomerFinal ContractAmouniContract ValueProlectStatusJob Number RoleProject Description200328PrimeIRVINE RNCH WTR DIST-2017 I SWR REHAB PROJECT PR O71OOBibayan, Fariborz D09-28-201702-02-2018lrvine Ranch Water District-lrvine, CAlrvine Ranch Water District-lrvine, CA15600 Sand Canyon AvenueOrangelrvine CA 9261815600 Sand Canyon AvenueJC$233,1 15$252,057r212,0151.1453,3201600002,0151,1451603,320Orange: lrvine CA 92618+1 949 4535300+1 9494535300Prolect Close DateBid DateAISSR TotalTotalOwnerCustomer
@r*'sa*-401101Last Refresh Date: 06-02-2021ProJectFinal ContractAmountContract ValueStatusJDE Job Number Role200325PrimeBibayat Fariboz DOrange County Sanitation District-Fogntairl vgllgy, cA10844 Ellis AvenueOrangeFountain Valley CA 92708+1 714 962241107-25-201712-08-2018Orange County Sanitation District-Fogntail v€!19y, -cA10844 Ellis AvenueOrangeFountain Valley CA 927 08+1 714 9622411JCCHARLES KING CO.,NEWPORT BEACH I EAST LIDO FORCE MAIN REHAB$355,000$355,000r0Project Close DateBid DateProject ManagerOwnerCustomerProjectStatusFinal ContractAmountContract ValueJDE Job Number Role200330PrimeBibayan, Fariboz DLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 9060'l-1415'+1 5626997411CHARLES K|NG CO. -LA COUNry | JOTNT OUTFALL B UN|T 6H TRUNK08-24-2017 , O2-07-2018JC$146,978$146,857'168416J68416E: Ot584584Los An geles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-14'l 5, +1 562 69974'11Project CIose DateBid DateProject l\,,lanagerAIS I TotalTotalOwnerCustomer
@rr,.'nturm41 t101Last Refresh Date: 06-02-2021| ,.o;"", I I Finar contractr Status Contract Value I AmountJDE Job NumberProject DescriptionRole200331Prime:Bibayan, F€|botz DCity of Cypress, CA300 E Chapman AvenueOrangeCypress CA 90630+1 714 2296740CYPRESS, CA.PROJECT2OO I SEWERRELINING PROJECT2OO:11-01 .-,2:01703-02-201 8City of Cypress, CA300 E Chapman AvenueOrangeCypress CA 90630+1 714 2296740JC$268,435$276,329G[r2f7s5263,2353302,3795263303,235Prolect Close DateBid DateProject ManagerTotalSRTotalOwnerCustomerProjectFinal ContractAmountContract ValueStatusDescriptionJDE Job NumberRole200333PrimeBibayan, Fariborz D: Pacific Gas and EleciricCompany(PG&E) - Avila Beach, CA-DiabloCanyon Power PlantP.O. Box 56San Luis ObispoAvila Beach CA93/24+'t 805 5465280FLUOR ENTERPRTSES, tNG -PE&G I PG&E DIABLO CANYON- UNIT 212-12-201703-26-201 8Pacific Gas and Electric Company(PG&E) - Avila Beach, CA-DiabloCanyon Power PlantP.O. Box 56San Luis ObispoAvila Beach CA93424JC$829,797$1,326,422r:oOE9595OE+1 805 5465280Close DateBid DateTotalPPLTotalOwnerCustomer
@)*"lE*-42t101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountJDE Job Number RoleProject DescriptionContract Value200334PrimeFariborz DCity ol Alhambra, CA68 S 1st StreetLos AngelesAlhambra CA 91801-3796+1 626 570501 1ALHAMBRA, CA-No. N2M17-137 | CYPRESS,ESSEXFELLS,VEGA&01-04-201806-12-2018City oJAlhambrar CA68 S 'lst StreetLos AngelesAlhambra CA 91801-3796+1 626 570501 1JC$296,154$303,576ri ru324921Close DateBid DateProiect Managerj o*n",-CustomerProjectStatusFinal ContractAmountJDE Job Number lRoleContract Value200335PrimePadilla, Adrian MiguelYorba Linda Water District -Placentia,CA1717 EMita Loma AvenueOrangePlacentia CA9287O+1 714 7013106YORBA LTNDA WATER DTSTR|CT I 2018 SEW.MA|N Ctpp,C#J2o17-37501-31-201808-03-201 8JC$1 66,1 1 1$168,5942,745E: tS2,7453,231Yorba Linda Water District -Placentia,CA1717 E Mtra Loma AvenueOrangePlacentia CA9287O+1 7147O131OoProject Close DateBid DateI o*n",Customer
@)$f1r,f."'431101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job Number RoleProject200336PrimeBibayan, Fariboz DCity of Bakersfield,CAjMain1501 Truxtun AvenueKernBakersfield CA 93301-5270+1 661 3263781BAKERSFIELD CA, CAMPUS PARK I CAMPUS PARK AREA SEWER REHABo2-15-201807-26-20186,813City oJ Bakersfield,CA-*Mai n1501 TruxtunAvenueKernBakersfield CA 93301-5270+1 661 32637811587,140JC$1,955,s79$2,O13,297K01696,813Project Close DateBid Datel\,4anagerOwnerCustomerJob Number Role Project DescriptionProjectStatusFinal ContractAmountContract Value200337PrimeDLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 699741 1SOUTH BAY CITIES SANIT.D LA CO I PLAZA TRUNK SEW.REHAB,CT#508606-29-201 83,369Los Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhiftier CA 90601-1415+1 5626997411JC$737,400$682,477q'. 2i;1,8551,514o 31369ect Close DateBid DateOwnerCustomer
@.ffi44t101Last Refresh Date: 06-02-2021ProjectFinal ContractAmountContract ValueStatusJDE Job NumberRole200338PrimeBibayan, Fariboz DLong Beach Water Department-LongBeachlCi01 -1 8-201 81 1-09-201 8Long Beach Water Department-LongBeach,CALONG BEACH CA, PRJ.2(SC-0304) I SANIT.SEW. REH. pJ.2 (SC-0304)JC$412,886$452,9s27,068324r, . .... ..261 ,7,068 i324 t7 20'1800 E Wardlow Road 1800 E Wardlow RoadLos Angeles Los AngelesLolg Beach cA e08o74ee4 Lolg Bgegh c4 eo]s974]e:9!+1 562 5702336 +1 5625702336Close DateBid DateCustomerOwnerProlectStatusFinal ContractAmountContract ValueJDE Job NumberRole200339PrimePadilla, Adrian MiguelLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhiftier CA 90601-1415+1 562 69974'11co sANr DtsT oF Los ANGELES 16 I MONTEREY HTLLS TRUNK REHAB03-27-201809-04-201 8367367Los Angeles County-Whiiter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415JC$s3,721$s,129367367E0l+1 5626997411Bid DateProject Close DateProject lvlanagerTotalAISTotalOwnerCustomer
@rm,rororm451101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlConlracl ValueJDE Job Number lRole200340PrimePadilla, Adrian MiguelLake Arrowhead Community ServicesDistrict-Lake Arrowhead, CA28200 State Highway '189 Lower Village SP.O. Box 700San BernardinoLake Anowhead CA92352+1 909 3378555LAKE ARROWHEAD COMM. SVCS DIST I AOUA FRIA/BLUE JAY SLIP LININGo4-12-20181 0-1 9-201 85,222E.aaiLake Arrowhead Community ServicesDistrict-Lake Arrowhead, CA28200 State Highway '189 Lower Village SP.O. Box 700San BernardinoLake Arrowhead CA 92352rl ono 2aTaEEtJCH53,$268,1 99$268,1 995,2225,222Close DateBid DateOwnerCustomerFinal ContraclAmountContract ValueStatusProjectProject DescriptionJDE Job Number Role200341PrimePadilla, Adrian MiguelLos Angeles Couniy-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+'1 562 6997411Los Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 5626997411CO SANI DIST 2 OF LOS ANGELES I OLD SCHOOL RIVER RD. PHASE 2t04-17-201A12-04-20182,5391,856JC49250442$2,296,468$2,263,75002,5391,85616700r0;1674,837217 5,054Close DateBid DateManagerTotalAISSRSTDTotalOwnerCustomer
@.tmr,*f'-46t101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleIRVINE RNCH WTR D|ST. #07097 I MTCHELSON FORCE MA|N |MPRVMNTSo4-10-201809-06-201 I3,42]93,429lrvine Ranch Water DistricLlrvine, CA lrvine Ranch Water District-lrvine, CA200342PrimeBibayan, Fariboz D15600 Sand Canyon AvenueOrangelrvine CA 92618+1 949 45353001 5600 Sand Canyon AvenueOrangelrvine CA 92618+1 949 4535300JC$1,787,045$2,291,986ri oi3,4293,429Project Close DateBid DateTotal12TotalCustomerOwnerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole200343PrimeFallbrook Public Utility District-Fallbrook, CA990 E Mission RoadSan DiegoF allbrook CA 92028-2232+1 7607281125FALLBROOK PUBLIC UTtL.DtS.Fy18 | SEW.MAINLINE&MH RELIN|NG Fy1806-1 3-201 801-16-201 9702988 i1,690:Fallbrook Public Utility District-Fallbrook, CA990 E Mission RoadSan DiegoF allbt ook C A 92028 -2232+1 760 7281125JC$259,41 s$1 69,1 s8r11'I7O2 19881,690 lClose DateBid DateProject ManagercoTotalTotalCustomerOwner
@,gtrrtun147t101Last Refresh Date: 06-02-2021Final ContractAmountContract ValueStatusProjectJDE Job Number RoleProject200344SubPadilla, Adrian MiguelGSE Construclion-Livermore, CA6850 Preston AveAlamedaLivermore CA 94551+1 925 4470292GSE CONST., BAKERSFIELD, CA I WWTP No.2 #SC-702-00409-07-201 810-15-2018City oJ Bakersfi eld,CA-*Main1501 Truxtun AvenueKernBakersfield CA 93301-5270+1 661 3263781JC$303,600$303,600ri0z1u250250Close DateBid Date[,4anagerTotalOUTotalOwnerCustomerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleProject Description200345SubFadborz DCity of Los Angeles,CA-Dept of PublicWo(s1 149 S Broadway - 6th FloorLos AngelesLos Angeles CA 90015+1 2'13 847516703-28-201805-09-201 ICity of Los Angeles,CA-Dept of PublicWorks1 149 S Broadway - 6th FloorLos AngelesLos Angeles CA 90015+1 213 8475167MIKE PRLICH & SONS,LOS ANGELES I HIGHLAND PARI(EAGLE ROCK REHABJC$274,255$2s9,907440805 :3680440,8053681,61323Close DateBid DateProject ManagerTotalSRTotalOwnerCustomer
@)*"r"**48t101Last Refresh Date: 06-02-2021Final ContractAmountContract Value lJDE Job Number RoleProiect DescriptionStatusProject200346PrimeBibayan,Fariborz DCity of Poway, CA13325 Civic Center DriveSan DiegoPoway CA 92064-5755+1 858 7486600JCPOWAY CA,2018-2019, BtD#19-007 | 2018-2019 CMp ANNUAL REpAtR$237,784$259,77309-04-201 803-27-2019rI24776703189,2150024776703189,215City of Po{ay: CA13325 Civic Center DriveSan DiegoPoway CA 92064-5755+1 858 7486600Close DateBid DateProject ManagerTotaleoTotalCustomerOwnerDescriptionProjectStatusFinal ContractAmountJDE Job NumberRoleContract Value200347Prime'Bibayan, Fariboz DLos Angeles County-Whifter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 6997411Los Angeles County-Whitter,CA-Sanitation DistrictCOUNTY SANI DIST No. 8 - LA CO I DAVIDSON CITY TRUNK SWR REHAB10-23-201809-20-201 I1,812JC$1 ,758,718$1,735,218O 1,8121,584:603,4561,5841955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 5626997411Project Close DateBid DateCDTotalTotal42SR'sCustomerOwner
@tr**form491101Last Refresh Date: 06-02-2021ProlectFinal ContractAmountContract ValueStatusJDE Job NumberRole200348Sub,Bibayan, Fariboz DJ.R. Filanc Construction-*Main-Escondido, CA740 North Andreasen DriveSan DiegoEscondido CA92029+1 760 9417130JR FILANC CONSTRUC CARLSBAD,CA I ENCINA WASTERWATER AUTHORITY08-1 6-201 806-21-2019Encina Wastewater Authority-Carlsbad, CA6200 Avenida EncinasSan DiegoCarlsbad CA 92008+1 760 2688825JC$779,600$803,331r^:z:'' :516 516c to J toProject Close DateBid DateProject ManagerTotalSTDTotal72OwnerCustomerProjectStatusFinal ContractAmounlContract ValueProject DescriptionJDE Job NumberRole200349SubBibayan, Fariborz DFluor Daniel lnc100 Fluor Daniel DriveGreenvilleGreenville SC 29607 -27 7 O+1 864 2814400BHI ENERGY.PG&E DIABLO CANYON I CAST IRON PIPE REPAIR NUCLEAR12-03-201803-22-201985.Pacific Gas and Electric Company(PG&E) - Avila Beach, cA-DiabloCanyon Power PlantP.O. Box 56San Luis ObispoAvila Beach CA93424+1 805 5465280JC$1,345,878$1,3s1 ,675E08585ProJect Close DaleBid DateTotalTotalOwnerCustomer
@rt*-r"*-50/1 01Last Refresh Date: 05-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleProject Description200350PrimePadilla, AdrianCity-of Cypress, CA300 E Chapman AvenueOrangeCypress CA 90630+1 7142296740CYPRESS, CA - CDBG PROJECT 218 I SEWER REHAB PROJECT 2.1802-06-201905-17-2019City of Cypress, CA300 E Chapman AvenueOrangeGypress CA 90630+1 714 2296740JC$1 03,040$91,570H12 167167100671 "Pro.ject Close DateBid Datel,4anagerSRTotalTotalCustomerOwnerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole200351PrimePadilla, Adrian MiguelRancho California Water District-Temecula, CA42135 Winchester RoadRiversideTemecula CA 92589+1 951 2966900RANCHO CA WATER DTST.TEMECULA I SEW.COLL.SYS.,PJ#PG168/S001401-24-201908-23-20194,4754,650Rancho Califomia Water DistriclTemecula, CA42135 Winchester RoadRiversideTemecula CA 92589+1 951 2966900JC$258,977$299,460Ei 69 14,650 ,Project l\,4anagerBid DateProject Close DateOwnerCustomer
@rr*r'1"*n51/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueJDE Job Number RoleProject Description200352SubBibayan, Fariborz DSpiess Construction Company, lnc.-SCCI Tanks-Santa Maria, CA1110 EastClarkAvenuePOBox 249Santa Barbara+1 805 9375859SPIESS CONST. CO.,PISMO BEACH I ARROYO GRANDE BLUFF SWR PROJEC05-31 -201 I198: City of Pismo Beach, CA760 Mattie RoadSan Luis ObispoPismo Beach CA 93449+1 805 7734656JC$4,950$1 10,9371980Close DateBid DateOwnerCustomerFinal ContractAmounlContract ValueDescriptionJDE Job NumberRole200353PrimeBibayan, Fariboz DCity of Solvang, CAPO Box 1 07Santa BarbaraSolvang CA 93464-0107i: +1 8056885575VANG, CA-MISS|ON DR. PW118 I SWR MAIN CROSSING REPAIR PW11803-05-201 I05-31 -201 9City of Solvang, CAPO Box 107Santa BarbaracA 93464-0107+1 805 6885575JC$69,994$67,s82185EtO185Close DateBid DateProject ManagerOwnerCuslomer
@Itrl.rr*'*5?J101Last Refresh Date: 06-02-2021Project DescriptionProlectStatusFinal ContractAmountContract ValueJDE Job NumberRole200354PrimeBibayan, Fariborz DLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 56,_269974't1Los Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 5626997411couNry sANt.DtsT No.18 LA CO I SOUTH WHTTTIER OUTFALL PHASE 303-05-201 I11-04-2019JC$'1,167,393$1,1 64,3522,236 |1,0643,300r3:2:3951,0643,459Close DateBid DateProject l\4anagerOwnerCustomerProlectStatusFinal ContractAmountContract ValuePrcject DescriptionJDE Job NumberRole200355PrimeBibayan, Fariborz DLong Beach Water Department-LongBeach,CA1800 E Wardlow RoadLos AngelesLong Beach CA 908074994+1 562 57023_36Long Beach Water Department-LongBeach,CA1800 E Wardlow RoadLos AngelesBeach CA 9080749945702336LONG BEACH,CA #3(SSRRP-3) | SAN|T.SEW. REH. pJ.3 (SSRRP-3)02-07-201911-15-2019JC$374,458$418,591E), zaz)6,5145147,O286,5145'1407,028CIose DateBid DateProject l\4anagerAISSR TotalTotalCustomerOwner
@rr.lt"*-531101Last Refresh Date: 05-02-2021Final ContractAmounlContract ValueStatusProjectDescriptionJDE Job NumberRole2003s6SubFariborz DOrion Construction-Vista, CA2185 La Mirada DriveVista CA 92081+1 760 597966004-01 -201 I1 1 -08-201 9City of San Diego,CA- "Main - 202 CStreet202 C StreetSan DiegoSan Diego CA 92101-4806+1 619 2366363ORION CONST. CORP. .SAN DIEGO I PARK VILLAGE RD, SD EMERGENCYJC$681,739$720,325Hio)'165165 i165Close DateBid DateProject ManagerTotalcoM102TotalOwnerCustomerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleProject Descri200357FariborzD+1 951 2966900PrimeSANTA ROSA REGIONAL RESOURCES I MURRIETA CREEK #SO1 95JC$189,000$189,000ffiEn:04-04-201911-27-2019Rancho California Water District-Temecula, CA42135 Winchester RoadRiversideTemecula CA 92589+1 951 2966900Jbl361iootJOIClose DateBid DateManagerRancho Califomia Water District-Temecula, CA42135 Winchester RoadRiversideTemecula CA 92589OnmerCustomer
@-tffim'-541101Last Refresh Date: 06-02-2021ProjectFinal ContractAmountContract ValueStatusJDE Jotr NumberRoleProject Description2003s9PrimeBibayan, Fariboz DPacifi c Hydrotech Corporation314 E. 3rd. St.RiversidePenis CA 92570+1 951 9438803PACIFIC HYDROTECH CRP,N.TUSKIN I PEACOCK RESERVOIR TEMP- TANKSo2-01-201908-09-20 1 9JC$45,280$55,23586E:i:086 86Pacifi c Hy-drotech Corporation314 E. 3rd. St.RiversidePerris CA 92570+1 951 9438803Close DateBid DateTotalTotalCustomerOwnerFinal ContractAmountContract ValueJDE Job NumberRole200360PrimeBib?ygl, F-ariborz DCity of Colton, CA1201 S Rancho AvenueSan BernardinoColton CA92324-3U2+1 909 3705179coLToN, cA - FY 18-19 I Fy18-19 SWR LtNtNG PROJECT05-1 6-201 I10-0/-2019City of Colton, CA120'l S Rancho AvenueSan BernardinoColton CA 92324-3342+1 909 3705179JC$333,921$360,3201.180Ei tgz,1,1803,9341,978 i1733507,6150 3,93401,978173035007,615Bid DateProject Close DateProjectSRTotalTotalOwnerCustomer
@*'ru*-55/1 01Last Refresh Date: 06-02-2021JDE Job Number RoleFinal ContractAmountContract ValueStatusProlectProject Description200362SubPadilla, Adrian MiguelCharies King Company-San Marcos,CA228 Navajo StreetSan Marcos CA92078+1 760 7369990CHARLES KING CO., LACSD I LAKEWOOD EMERGENCY33'PRJT09-03-201 ILos Angeles County-Whitter,CA-Sanitation Diskict1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 699741JC$1 41,1 95$142,976H1iJIJ3733733731Project Close DateBid DateProlectTotalTotalOwnerCustomerJDE Job Number lRoleFinal ContractAmounlContract ValueStatusProject200363PrimeFariboz DCity of Thousand Oaks, CA2100 Thousand Oaks BoulevardVenturaThousand Oaks CA 91 362I City ofThousand Oaks, CA2100 Thousand Oaks BoulevardVentura, Thousand Oaks CA 91362+1 805 4492400THOUSAND OAKS CA,CITY# Ct 5396 I WW PIPE&MAINT.HOLE LINING08-07-201 907-o7-2020JC$720,4s6$812,43112,21r109 l12,21313,2436553750 13,243,*1805 4492400Close DateBid DateManagerOwnerCusiomer
@rt'ro*'-56/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRole200364SubBibayan, Fariboz DVido Artukovich & Son, inc-South ElMonte, CA1 1 1 55 Rush StreetLos AngelesSouth El Monte CA 91 733+1 626 4444286City of Los Angeles,CA-Dept of PublicWorks1 149 S Broadway - 6th FloorLos AngelesLoscA 90015+1 213 8r'.75'167vlDo ARTUKOVTTCH &SONA/|DMAR I NOS UNIT 12 AVE.19&HUM|V|BOLDT08-09-201911-05-20190JC$636,436$639,987r'20:728724CIose DateBid DateSTDTotalTotal48CustomerOwnerProjectStatusFinal ContractAmountConlract ValueJDE Job NumberRole200365SubPadilla, Adrian MiguelCharles King Company-San Marcos,CA228 Navajo StreetSan Marcos CA 92078+1 760 7369990CHARLES K|NG CO., STANTON, CA I STANTON SWR |MPRVMNT PRJT08-1 9-201 901-16-20202,3232,323City of Stanton, CA7800 Katella AvenueOrangeStanton CA 90680-31623799222JC$1 84,880$106,454o 2,323Ei +0,2,323Project Close DateProject ManagerBid DateOwnerCusiomer
@lffr.gfq'-571101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueProjectJDE Job Number Role200366SubMunieta Development lnc.-Temecula,CA42540 Rio Nedo Rd.Temecula CA 92590951 7191680Deluz Community Services District-Murrierta,CA205 41606, 7090 Date StreetRiversideMurrierta CA 925626960060MURRIETA DEV. CO.,TEMECULA, CA I DE LUZ SVCS DIST- FEMA 23 LOC03-09-2020114JC$329,719$404,059r0238227 l507069923::82275070699Close DateBid DateTotalTotalOwnerCustomerFinal ContractAmountContract ValueJDE Job NumberRole200368PrimePadilla, Adrian MiguelLos Angeles County-Whitter,CA-Sanitation District'1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 699741 1COUNTY SANI. DIST. No.2 LA CO, I JOINT OUTFALL "B" UNIT 5C09-19-201 901-29-2020Los Angeles Cou nty-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 5626997411JC$'186,507$186,477100100E:o100200100200 IClose DateProiect ManagerBid DateSTDTotalTotalCustomerOwner
@&qi*f*-58/1 01Last Refresh Date: 06-02-2021ProlectStatusFinal ContractAmountContract ValueJDE Job NumberRoleProlect Description200369PrimePadilla, Adrian MiguelCity of Alhambra, CA68 S 1st StreetLos AngelesAlhambra CA 91801-3796+1 626 5705011ALHAMBRA,CA- VEGA ST. EASEMENT I EMERGENCY REPAIR VEGA STJC$30,380$29,s0011-01-201911-12-2019208r20800City of Alhambra, CA68 S 1st StreetLos AngelesAlhambra CA 91801-3796+1 626 570501 1Close DateBid DateTotalTotal8CustomerOwnerProjectStatusFinal ContractAmountContract ValueDescriptionJDE Job NumberRole200371PrimePadilla, Adrian MiguelLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 6997411COUNTY SANITATION DIST/ LA CO. I VALENCIA TRUNK REHAB DIST 3210-25-2019-13-2020235235Los Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 5626997411JC$94,785$142,382q, oi235233Project Close DateProject ManagerBid DateTotalAISTotalOwnerCustomer
@r*.ry"4"-59/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContraclAmountContract ValueJDE Job NumberRoleProject Description200372PrimeFariborz DTemescal Valley Water District-Temescal Valley, CA22646 Temescal Canyon RoadRiversideTemescalcA 92883+1 951 2771414TEMESCAL VALLEY WATER DIST. I TEMESCAL CANYON WATERLINE1 1-08-201 I01-10-2020Temescal Valley Water District-Temescal Valley, CA22646 Temescal Canyon RoadRiversideTemescal Valley CA 92883+1 951 2771414JC$90,142$90,1 76438H0438 lProject Close DateBid DateTotalTotal15OwnerCustomerProJectStatusFinal ContractAmounlContract ValueJDE Job Number RoleProject200373PrimeFariboz DYorba Linda Water District-YorbaLinda, CA4622 Plumosa Dr.OrangeYorba Linda CA 92886-2416+1 714 7773748YORBA LTNDA WATER DIST-2019 | 2019 SEW.MAIN CIPP,C#J2019-39S10-30-20'1903-20-2020JC$247,037$257,291H515082,204331778082705088273,031000778Yorba Linda Water District-YorbaLinda. CA4622 Plumosa Dr.OrangeYorba Linda CA 92886-2416t+1714 7773748Project Close DateBid DateOwnerCustomerTotal
@.ffip-60/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRole200376SubBibayan, Fariborz DMunieta Development lnc.-Temecula,CA42540 Rio Nedo Rd.Temecula CA 92590+1 951 719168010-01-201902-28-2020Deluz Community Services District-Munierta,CA205 41606, 7090 Date StreetRiversideMurrierta CA.92562, +1 951 6960060JCMURRIETA DEV. CO.,TEMECULA, CA I DE LUZ SVCS DIST- FEMA 34$91,609$160,345Gt01204846214't20Project Close DateBid DateTotalTotalCustomerOwnerProlectFinal ContractAmountContract ValueStatusJDE Job NumberRole200377PrimePadilla, Adrian MiguelLos Angeles County-Whitter,CA-Sanitation Dishict1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 6997411couNw SANIT.D|ST.NO.22 LA CO. I SUNFLOWER TRUNK SEWER EMERG.12-23-201901-31-2020383Los Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 5626997411JC$108,432$109,630Gil3:0383383Project Close DateBid DateSRTotalTotalCustomerOwner
@t*611101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueDescriptionJDE Job NumberRole200379PrimeFariboz DVallecitos Water District-San Marcos,CA201 Vallecitos De OroSan DiegoSan Marcos CA 92069-1453+17607M0460VALLECITOS WATER DISTRICT I SEWER LINING & REHAB 201901-07-2020o4-24-2020Vallecitos Water Districlsan Marcos,CA201 Vallecilos De OroSan DiegoSan Marcos CA 92069-1453+1 7607440460JC$631,345$609,287E' 1779,1994429,64104604609,1994421 0,1 01Project Close DateBid DateProjectTotalTotalOwnerCustomerProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRole200381PrimeBibayan, Faribotz DLos Angeles County-Whitter,CA-Sanitation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 562 6997411LACSD - LANCASTER, CA I TRUNK D SWR REHAB, -LACSD1 0-09-2020Los Angeles County-Whitter,CA-Saniiation District1955 Workman Mill RoadLos AngelesWhittier CA 90601-1415+1 5626997411JC$328,703$327,326q21 :,1,6501,6903,3400'1,6501,6903,340Close DateProject l\,4anagerBid DateaoTotalTotalOwnerCustomer
@i*",'r"**62,101Last Refresh Date: 06-02-2021Project DescriptionProjectStatusFinal ContractAmountContract ValueJDE Job Number Role200382PrimeBibayan, FariborzDJurupa Community Services District-Riverside,CA8621 Jurupa RoadRiversideRiverside CA 92509-3229+1 909 6857434WEKA, INC. I JCSD-UPPR CORSSINGS/GLEN TRUNK04-07-202010-19-2020Jurupa Community Services Distric!Riverside,CA8621 Jurupa RoadRiversideRiverside C A 92509-3229+1 909 6857434JC$70,383$71,075E1l0008953611,256Close DateBid DateProject ManagerOwnerCustomerPro.jectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRole200386Bibayan, Fariboz DSanitary District1072 Tico RoadVenturaOjai CA 93023+1 805 6465548PrimeoJAr VALLEY SAN| D|ST 2020 | 2020 SEWER MA|N REHAB #2020-0103-12-202008-12-2020District1 072 Tico RoadVenturaOjai CA 93023+1 805 6465548JC$413,476$398,876r, tea7,0755,44512,520:7,0755,M5o 12,520Bid DateClose DateManagerSRTotalTotalCustomerOwner
@,tm,gturm63/1 0lLast Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleProject Description202212PrimeGann, RichardI City of Seattle,WA-.Main700 sth Avenue, Suite 1800King, Seattle WA 98124: +1 206 6847753SEATTLE, WA -2013 -REBID I RELINING CNT.#1, PW2014-03312-17-20140 1 -09-201 6City of Seaftle,WA-*Main700 sth Avenue, Suite 1 800KingSeattle WA 98124r +1 206 6847753JC3,898$373,994$401,609K3053,898305151a1765,317765401955,520401951,317: 4,203Project Close DateBid DateTotalTotalOwnetCustomerPro.jectStatusFinal ContractAmountContract ValueJDE Job NumberPro.iect DescriplionRole202213SubRichardCity of Portland,OR-Bureau ofEnvironmental Svcs (BES)1 120 SW 5th AvenueRoom 1000MultnomahPortland OR 97204+1 503 8235752MOORE EXCAVATING,MEI J#437 1-OC I SW VENT&CAPACITY IMPR,P#E1 01 2101-08-201 6260la07City of Portland,OR-Bureau ofEnvironmental Svcs(BES)1 120 SW sth AvenueRoom 1000MultnomahPortland OR 97204+1 503 8235752JCs181,274$ 103,8340E3i137260397Prolect Close DateBid Date137SRTotalTotalOwnerCustomer
@t""t'*"*-641101Last Refresh Date: 06-02-2021ProjectStatusContract Value :Final ContractAmountJDE Job NumberProject DescriptionRole202221PrimeRizo, Roberto JCity of Renton, WA1055 South Grady WayKingRenton WA 98055-2132+1 425 4307223RENTON - WA- CAG-15-149 | CASCADE TNTERCEPTOR-PHASE il08:04-2015-25-2017City of Renton, WA1055 South Grady WayKingRenton WA 98055-2132+1 425 4307223JC$687,584$695,548H7001879922,5354,414,7001879922,535004,414Close DateBid DateSR TotalTotalCustomerOwnerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole202222SubRizo, Roberto JCity of Bellevue, Wa450 1 1Oth Avenue NEKingBellevue WA 98009+1 425 4514494MID MOUNTAIN CONTRACTORS,INC. I WILBURTON SWR IMPVMNTSi05-20-201505-25-2016City of Bellevue, WA450 1 10th Avenue NEP.O. Box 90012KingBellevue WA 98004+1 425 4526997JC$70.000$70,000r, o'215215215215Project Close DateProject N,4anagerBid DateAIS I TotatTotalOwnerCustomer
@)*#{"*-65/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueJDE Job Number RoleDescription202226Prime, Rizo, Roberto JCity ol Eugene, OR244 E BroadwayLaneEugene OR 97401-2727+1 541 6825241EUGENE, OR-#4970 | 2015WWREHAB.#2016-0000809-22-201503-1 8-201 6City of Eugene, OR2M EBroadwayLaneEugene OR97401-2727+1 541 6825241$691,072JC$657,880E20202651614361:0882023551718,363Prolect Close DateBid DateProjectTotalTotalOwnerCustomerProlectStatusFinal ContractAmountContract ValueJDE Job Number RoleProject Description202227PrimeRizo, Roberto JSilver Lake Water and Sewer District2210 132nd SESnohomishEverett WA 98208+1 206 337364SILVER LAKE W&S DIST.SNOHOMISH I 2015 SANITARY SWR REHAB10-1 5-201 505-20-201 6Silver Lake Water and Sewer District2210 132nd SESnohomishEvereft WA 98208i +1 206 337364JC$532,248$513,803r:12003203203,147Project Close DateBid DateProject l\,4anager3,1473,467OwnerCustomer
@.ffi66/1 01Last Refresh Date: 06-02-2021ProjectStatusF'nal ContractAmountContract ValueJDE Job NumberRoleProject Description202228SubRizo, Roberto JSeattle Public Utilities-Seattle,WA700 Fifth AvenueSuite 4900KingSeattle WA 98124+1 206 386183406-1 0-201 505-26-201 6Seattle Public Utilities-Seattle,WA700 Fifth AvenueSuite 4900KingSeattle WA 98124+1 206 3861834JCMrD MOUNTATN CONTRACTORS,TNC. I LESCHT CSO RETROFTT pHS.2$301,775$436,781E700001,578',1,330z,gos .,5781,3302,926Close DateBid Datel\4anagerTotalTotalCustomerOwnerProlectStatusFinal ContractAmountContract ValueDescriptionJDE Job NumberRole202229SubRizo, Roberto JLandis & Landis Construction, lncCity of Tillamook, ORtANDtS & LANDTS CONS.TTLLAMOOK | 2015 SEWER REHAB, PROJECT#1o9-29-2015JC$ 1 56,314$155,33606-03-201 60 1,6610 1,6611166:! lI,OOIrr3POBox50ClackamasMarylhurst OR 97036+1 503 46690432'10 Laurel AvenueTillamookTillamook OR 97 141-2312, +1 503 8422472Bid DateProject CIose DateProject MaTotalOwnerCustomer
@**gror-67t101Last Refresh Date; 06-02-2021Pro.iectStatusFinal ContractAmountContract ValueJDE Job NUmbeTRoleProject202230SubRizo, Roberto JCity of Bainbridge lsland,WA280 Madison Ave. NKitsapBainbridge lsland WA 98'1 10+1 206 8422016SETON CONSTRUCTION,BAINBRIDGE I WING POINTWAY,C#STPUS-670200110-20-201503-08-201 62,223City oJ Bainbridge lsland,WA280 Madison Ave. NKitsapBainbridge lsland WA 98110+1 2OO 9422016JC$117,210$116,594Hz6ProJect Close DateBid DateManagerOwnerCustomerTotalProjectStatusFinal ContractAmounlContract ValueJDE Job NumberRole202231PrimeJefflgyMofOR451 Winchester AvenueDouglasoR 97467-1521+1 541 2713603REEDSPORT OR,2015 PROJECT I 2015 SEWER REHAB PROJECT10-28-201503-01 -201 6City of Reedsport, OR451 Winchesier AvenueDouglasReedsport OR 97467 -1 521JC$74,865$74,865H14t1,2215761,7971,221 :05760 1r7::s7.+1 541 2713603Close DaleBid DateManagerOwnerCuslomerTotal
@hqrqr*-68/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRole202232Prime$41 3,953$361,082SHORELINE, WA - BID No. 8346 | CIPP STORMWATER REPATR PROJECT02-04-201610-21-20161,9047772,681City of Shoreline, WA1519 NE 177 StreetKingShoreline WA 98155+1 206 3628100JCr7)Rizo, Roberto JCity o-f Shoreline, WA1519 NE 177 StreetKingShoreline WA 98155+1 206 36281001,9047772,681Close DateBid DateSRTotalTotalCustomerOwnerProj3ctStatusFinal ContractAmountContract ValueJDE Job NumberRole202233PrimeRizo, Roberto JCity of Renton, WA1055 South Grady WayKingRenton WA 98055-2132+1 425 4307223ROAD CONST- NORTHWEST, tNC. I CONT.#CAG-15-118 RELINE/UPS|ZE06-09-201 508-26-201 6City of Renton, WA1055 South crady WayKingRenton WA 98055-2132+1 425 4307223JC$90,589$89,5140659Ei 2:6590659659Bid DateProject Close DateProject ll,lanagerTotalAIS SRTotalOwnerCustomer
@rr*'t"**69/101Last Refresh Date: 06-02-2021Final ContractAmountContract ValueStatusProjectProject DescriptionJDE Job Number Role202234Prime$982,612$934,427WEST LINN, OR (2016) I SANITARY SWR REHAB.-PW-15-0609-1 8-201 6City of West Linn, OR: 2042 8th Ave2042 8th AvenueClackamasWest Linn OR 97068+1 503 6566081JCr247Roberto JCity of West Linn, OR2042 8th Ave2042 8th AvenueClackamasWest Linn OR 97068503 656608111,7367,9482,64636022,690:1 1:7367,9482,64622,69000000360Project Close DateBid DateProjecl lvlanagerTotalTotalOwnerCuslomerProjectStatusFinal ContractAmountJDE Job NumberRoleProject202235SubRizo, Roberto JSewer District3030 S.240th StreetKingKent WA 98089+1 206 8244960LASER UNDERGROUND & EARTHWORKS I MIDWAY SWR DIST-DES MOINES, WA01-21-201605-26-201 6Midway Sewer District3030 S. 240th StreetKingKent WA 98089+1 206 824496QJC$123,142$123,385r567892,0642,853Bid DateClose DateProlect Manager7892,8532,OUOwnerCustomer
@-!{'qf!!tf""*701101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleDescri202236PrimeRizo, Roberto JClark Regional Wastewater District-Vancouver,WA8000 NE 52nd CourtP.O. Box 8979ClarkVancouver WA 98665+1 360 7505876CLARK REGTONAL WASTEWATER I UppER SALMON CRK#93-2016-001703-03-201 612-29-2016Clark Regional Wastewater District-Vancouver,WA8000 NE 52nd CourtP.O. Box 8979ClarkVancouver WA 98665+1 360 7505876JC$484,684$499,126Hi 5:000Close DateBid DateCustomerOwnerProjectStatus] Contract ValueFinal ContractAmountProjectJDE Job NumberRole202237121 SthAve N'121 5th Avenue NSnohomishEdmonds WA 98020+1 425 7710220PrimeEDMONDS, WA - 2015 (E4GB/C456) I CITYWIDE CIPP SEWER REHAB PRJTi| 10-28-20165,3265,772121 5th Ave N121 sth Avenue NSnohomish'EdmondsWA98020+1 425 7710220JC$917,538$644,6225,326E) zl ,Rizo, Roberto J03-22-2016pltv- 9r- !a1ga_s, YVA. Ciiy of Edmonds, WAProject Close DateBid Datel\4anagerOwnerCustomer
@t*t"*-711101Last Refresh Date: 05-02-2021Final ContractAmountContract ValueStatusProjectJDE Job NumberRoleProject202238PrimeRizo, Roberto JSeaftle Public Utilities-Seattle,WA700 Fifth AvenueSuite 4900KingSeattle WA 98124+1 206 3861834SEATTLE, WA -2014 -REBTD I RELTNING CNT.#3, PW201s-06105-04-201603-05-2017Seattle Public Utilities-Seattle,WA700 Fifth AvenueSuite 4900KingSeaftle WA 98124+1 206 3861834JC$907,773$797,16100r169255143 I05,686Close DateBid DateTotalrLS I snTotalOwnerCustomerProjectStatUSFinal ContractAmountContract ValueJDE Job Number Role202235PrimeRoberto JCity of Tacoma, WA-"Main Location2201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409+1 253 5915588TACOMA WA,201 6A,P#ENV.0401 4-1 0 | WW SEWER REH.SPEC#ES16-0058F02-21-2017190837175of Tacoma, WA-*Main Location'1162201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409713JC8,01$626,039$571,006,828E222o77500837 :,0001167132,93170; +1 -253 5915588Close DaleProject l\4anagerI ero D"t"OwnerCustomerTotal
@try'1ga**72,101Last Refresh Date: 06-02-2021ProlectFinal ContractAmounlContract ValueJDE Job Number ,RoleProJect DescriptionStatus202240PrimeRizo, Roberto JCity of Federal Way, WA33325 8th Avenue SKingFederal Way WA 98063-5006+1 253 835270007-07-2016o1-26-2017City of Federal {ay, WA33325 8th Avenue SKingFederal Way WA 98063-5006+1 253 8352700JCFEDERAL WAY,WA ( RFB#16-007) | SW 320th & S. MARTNE HTLLS WAy$60,s35$63,085El 2',00233233Close DateBid DateProject ManagerCustomerOwnerRoleProjectFinal ContractAmountProlect DescriptionContract ValueJDE Job NumberStatus202241SubRizo, Roberto JPort of Seattle, WA2711 Alaska WayGeneral Offices - Pier 69KingSeattle WA 98121-1107+1 206 9885530PORT OF SEATTLE, WA -U00050 I T-46 Ctpp STORM -SW-031871708-1 8-201 6o8-o1-2017Port of Seattle, WA2711 AlaskaWayGeneral Offices - Pier 69KingSeattle WA 98121-1107+1 206 9885530JC$228,750$228,75086Ell0l87.173 iProlect Close DateBid DateAISTotalTotalOwnerCustomer
@*r"*-731101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueProject DescriptionJDE Job NumberRole202243PrimeRizo, Roberto JCity of Newport, OR169 SW Coast HighwayLincolnNewport OR 97365+1 541 5743376NEWPORT, OR - 2016 REPAIRS I CITY OF NEWPORT 2016 CIPP SWR08-31-201610-06-2017City of Newport, OR169 SW Coasl HighwayLincolnNewport OR 97365+1 541 5743376JC$31 1,499$200,000Ec421725Close DateBid DateOwnerCustomerProjectStatusFinal ContractAmountContract ValueDescriptionJDE Job NumberRole202244Prime$265,221$274,145KING COUNTY, WA#C01096C16 | KENT UTlLlry LOCAL IMPRVMNTJCJrl o'County of King, WAKSC-NR-0503 201 south Jackson StreetKsc-nr-0503 201 South Jackson StreetKingSeattle WA 98104+1 206 68412801 0-06-201 602-22-2017of King, WAKSC-NR-0503 20'1 South Jackson StreetKsc-nr-0503 201 South Jackson StreetKingSeattle WA 98104+1 206 6841280- 422: 423f@ 423 4z:3Bid DateClose DateManagerOwnerCustomer
@r*r,*-74t101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleProject Description202245PrimeRizo, Roberto JCity glvancouvel WA4500 SE Golumbia WayClarkVancouver WA 98668+1 360 6968008VANCOUVER, WA (Bid #16-24) | NW 20TH ST./S|MPSON SWR10-04-201604-19-2017Crty oJVancouvgrl WA4500 SE Columbia WayClarkVancouver WA 98668+1 360 6968008JC$288,679$255,560r^- aJJi1,6664281,6662160000zto2,3102,310Close DateBid DatesR lotalTotalCustomerOwnerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole202246PrimeRizo, Roberto JCity of Medford, OR411 West 8th StreetJacksonMedford OR 97501-1766+1 541 7742100MEDFORD OR, 2017 PROJECT I 2017 WW COLL. SYSTEM REHABtz-tJ-zv too5-12-2017City of Medford, OR411 West 8th StreetJacksonMedford OR 97501-1766+'t 541 7742100JC$492,218$600,38703,504E, 316i5924253993,5048,671012,1750018,671592,606U0019042539913,7-8-1 'Bid DateProject CIose DateProject NlanagerOwnerCustomerTotal
@r*r"*-751101Last Refresh Date: 06-02-2021ProjectStatusFinal ContraclAmounlContract ValueJDE Job Number iRole202247SubRizo, Roberto JCity of Portland,OR-Bureau ofEnvironmental Svcs (BES)1 1 20 SW Sth AvenueRoom 1000MultnomahPortland OR 97204+1 503 8235752MOORE EXCAV.(MEI),PORTLAND OR I HUMBOLDT SWR REHAB. #4437-OC08-25-201 606-12-2018I320 ,3,672I284:City of Portland,OR-Bureau ofEnvironmental Svcs (BES)'1 120 SW sth AvenueRoom 1000MultnomahPortland OR 97204+1 503 8235752JC$569,441$468,053r3511:1557136,1443,9920003,9920l00:o4,3123:6722U1,15571310,136Project Close DateBid DateProject ManagerTotalTotalOwnerCustomerProjectStatusFinal ContractAmountProject DescriptionContract ValueJDE Job NumberRole202244Rizo, Roberto Jof Duvall. WA14525 Main St. NEP.O. Box 1300KingDuvall WA 98019+1 425 7880257SubTNTERWEST CONST. lNC. I JOB#1116 - SR203 SAFEFTY IMPVM02-23-2014City of Duvall, WA14525 Main St. NEP.O. Box 1300KingDuvall WA 98019+1 4257880257JC$134,000$1 19,2782651,913@:71,64802651 ,913Close DateBid DateManager1,648STD I TotatTotalOwnerCustomer
@*tr'gtr-76t101Last Refresh Date: 06-02-2021ProjectFinal ContractAmountContract ValueJDE Job NumberRoleProject DescriptionStatus202249PrimeRizo, Roberto JCity 9f Renton, WA1055 South Grady WayKingRenton WA 98055-2132+1 425 4307223RENTON WA,RENTON HIGHLANDS pHl I SEW.&MH REHAB pH1,p#WWp2703887$1.1 59.291$1,129,33807-12-2017E72501-10-2017Crty oJ Renton: WA1055 South Grady WayKingRenton WA 98055-2132+1 425 4307223690,9130:0'00g69025,7341,34533728,1 0622,603Pro.iect Close DateBid DateTotalILS SRTotalCustomerOwnerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleDescription202250Sub$51,880$50,688ADVANCED EXCAVATTNGLONGVTEW WA I 12" EMERG.SEWER REHAB, FtR ST01-26-2017o2-13-2017320320City of Longview, WA1525 BroadwayCowliELongview WA 98632+1 360 4425215JCrq0iRizo, Roberto JCity of Longview, WA1525 BroadwayCowlitzLongview WA 98632+1 360 4425215320320Bid DateProject Close DateProject ManagerTotalSTDTotalOwnerCustomer
@try31r1*-771101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueProject DescriptionRoleJDE Job Number202252SubRizo, Roberto JCity of Evereft,WA-Everett PublicWorks3200 Cedar StreetSnohomishEverett WA 98201+1 4252577210o2-15-201707-07-2017City of Everett,WA-Everett PublicWorks: 3200 Cedar StreetI Snohomish' Everett WA 98201r@H-,GiFORMA CONST. CO., EVERETT, WA I CIPP SWR PIPE LININGJC$143,700$65,540,*1425 2577210Project Close DateBid DateOwnerCustomerProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job Number Role202253PrimeRizo, Roberto JI City of Federal Way, WA33325 8th Avenue SwA 98063-5006+1 253 8352700FEDERAL WAY,WA ( RFB#16-011) I MARINE HILLS STORMWATER RPAIR01-17-201702-23-201413,4181,339 i1,596Gity of Federal Way, WA16,35333325 8th Avenue SKingFederalwA 98063-5006+1 253 8352700JC$864,590$788,673H50 13,4180 1,3391,5960 16,353 IBid DateProject Close DatetoTotalOwnerCustomer
@)"*Hf,{flp-78t101Last Refresh Date: 05-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job Number Role202254Prime$1,253,498$1,080,243WEST L|NN OR,20'17,pW-16-06 I SAN|TARY SWR REHAB.-PW-16-0602-o1-201710-23-2017City of West Linn, OR2042 8th Ave2M2 8th AvenueClackamasWest Linn OR 97068+1 503 6566081JCE454:Rizo, Roberto JCity of West Linn,OR2o428th Ave2042 8th AvenueClackamasWesi Linn OR 97068+1 503 6566081q,go+'1945,09824,4660024,466i00o024t46!4,90419429,564Pro.iect Close DateBid DateTotalILS SRTotalCustomerOwnerProjectFinal ContractAmountContract ValueDescriStatusJDE Job NumberRole202255PrimeRizo, Roberto JCity of Gresham, OR1333 NW Eastrnan ParkwayMultnomahGresham OR 97030-3825+1 503 61 82633GRESHAM, OR-2017 | 2017 REHAB. Ctp#3177OO03-21-201707-10-2017City of Gresham, OR1333 NW Eastman ParkwayMultnomahGresham OR 97030-3825, +1 503 6182633JC$356,554$316,1580 5,087r, '109,5,0871:0856,17201,085o172Project Close DateBid DateProjectOwnerCustomerTotal
@*,t"*-791101Last Refresh Date: 06-02-2021ProlectStatusFinal ContractAmounlContracl ValueDescriptionJDE Job NumberRoleJCREEDSPORT OR,201612017 PROJECT | 201612017 SANITARY SEWER PROJ.$1 00,500$86,660202256PrimeRoberto JCity oJ Reedsport, OR451 Winchester AvenueDouglasReedsport OR 97467 -1 521+1 54'l 27136031 0-08-201 8roiJ31360000360355846City of Reedsport, OR451 Winchester AvenueDouglasReedsport OR 97 467 -1 521+1 541 2713603Close DateBid DateProlect l\,4anagerTotalTotalOwnerCustomerProjectStatusFinal ContractAmounlContract ValueJDE Job Number Role202257Prime$1 58,587$142,827LONGVTEW, WA- 2017 EMERGENCY I HEMLOCI(16TH, 17TH & 18TH AVE06-29-2017City ofWA1525 BroadwayCowlitzLongview WA 98632JCrI orRoberto Jof Longview, WA845845845845'1525 BroadwayCowlitzwA 98632+1 360 4425215I +1 3604425215Project Close DateBid DateProject ManagerTotalTotalOwnerCustomer
@),r,''I"*-80/1 01Last Refresh Date: 06-02-2021ProlectStatusFinal ContractAmountContract ValueDescriptionJDE Job NumberRole202258SubRizo, Roberto JCity of Tillamook, OR2'10 Laurel AvenueTillamookTillamook OR 97141-2312LANDTS & LANDTS CONS.TTLLAMOOK I STILLWELL & MA|N SEWER REHAB08-1 6-201 605-18-201700City of Tillamook, OR210 Laurel AvenueTillamookTillamook OR 97 1 41 -231 2+1 503 8422472JC$41,937$38,61 5r10751751 :Close DateBid DateCustomerOwnerProjectStatusFinal ContractAmountContract ValueDescriJDE Job NumberRole202259Rizo, Roberto JPrimeELLENSBURG, WA #2017-040 | Ctpp LINE- BtD CALL#2014-O4O03-28-2017o8-12-2017JC$129,078$135,2U2,4044462,850 j4462,850o 2:404City of Ellensburg, WACity of Ellensburg, WA, 501 N Anderson Street 501 N Anderson StreetKittitas , Kttitas+1 5099627230 +1 5099627230Project Close DateBid DateProject Manager48SR'sOwnerCustomerTotal
@*r't"*-81/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueProject DescriptionJDE Job NumberRole202260PrimelMiller, Daren ACity oJ Tacoma, WArMain Location2201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409+1 253 5915588-201704-02-2018City of Tacoma, WA-"Main Location2201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409+1 253 5915588TACOMA,WA 2017 G, I WW SEWER REH.SPEC#ESI 7-0002FJC$1,016,724$934,146r1618?421,0564,08462159014,5938,2421,0564,08462159014,593Close DateBid DateProjeclSRTotalTotalOwnerCustomerProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole202261Sub:Miller, Daren ACity of Portland,OR-Bureau ofEnvironmental Svcs1 120 SW Sth AvenueRoom 1000MultnomahPortland OR 97204+1 503 8235752MOORE EXCAV.(MEI),PORTLAND OR I WOODLAWN.KING ST. SEWER REHABo5-10-201709-05-201 8Iz,s9]:2,001City of Portland,OR-Bureau of6,1 51Environmental Svcs1 120 SW Sth AvenueRoom 1000MultnomahPortland OR 97204'+1 503 8235752JC$280,51 2$280,709H?25,1,5996,1 51Close DateProject ManagerBid DateOwnerCustomer
@raq''f"A*-82t101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleProject Descriptjon202262PrimeMiller, Daren ACity of Portland,OR-Bureau ofEnvironmental Svcs (BES)1 1 20 SW 5th AvenueRoom 1000MultnomahPortland OR 97204+1 503823575202-28-201701-23-2018City of Poriland,OR-Bureau of1 120 SW 5th AvenueRoom 1000Multnomahi Portland OR 97204JLMOORE EXCAV.(ME|),PORTLAND OR | 2017 MT. SCOTT - #4465-OC$1 74,604$153,948r, 77'00001,1462603612612,028Close DateBid DateTotalTotalCustomerOwnerProjectFinal ContractAmountProject DescriptionContract ValueStatrsJDE Job NumberRole202263PrimeMiller, Daren Aof Sedro-Woolley, WA720 Murdock SaeetSkagitSedro WA 98284-1426+1 360 856't 100SEDRO-WOOLLEY, WA 2017-pW-16 I 2017 SAN|TARY SWR Ctpp PROJECToa-a7-2017o1-26,20181,3979,261297of720 Murdock StreetSkagitSedro WA 98284-142610,955i +J 3608561 1 00JC$322,721$409,510r216,001,3579,261297000 10,955Close DateBid DateAISSR TotalTotalCustomerOwner
@"tffiro.*83/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueJDE Job NumberRole202264Prime, Daren ACity of Tigard, OR13125 SW Hall BlvdWashingtonTigard OR97223-8144+1 503 6394171TIGARD, OR - PACIFIC HWY I PACIFIC HIGHWAY SS LINE08-14-201703-24-2018City of Tigard, OR13125 SW Hall BlvdWashingtonfigatd OR97223-8144+1 503 6394171JC$134,016$130,543e 4203,539r'16Close DateManagerTotalTotalOwnerCustomerProlectStatusFinal ContractAmountContract ValueJob NumberRole202265SubMorris, James Michaelof Beaverton, OR12725 SW Millikan WayWashingtonBeaverton OR 970764755+1 503 5262223City of Beaverton, OR12725 SW Millikan WayWashingtonBeaverton OR 97076-4755+1 503 5262223TRENCH LINE EXCAVATING I SETTLER WAY SWR- BEAVERTON, OR'lo-18-201702-27-2018JC$288,856$302,8271,415E:, 571,4192,0117695953767511,4190U002,011769595037605,170Close DateBid DateOwnerCustomerTotal
@m,*rorm84t101Last Refresh Date: 05-02-2021ProjectFinal ContractAmountContract ValueStatusJDE Job NumberRole202266PrimeMorris, James MichaelSeattle Public Utilities-Seattle,WA700 Fifth AvenueSuite 4900KingSeattle WA 98124+1 206 3861834SEATTLE, WA -2016-116 I 2016 SWR LINTNG CONT. #110-04-201706-21-2019Seattle Public Utilities-Seattle,WA700 Fifth AvenueSuite 4900KingSeattle WA 98124+1 206 3861834JC$2,831,412$3,012,4730r9568758,348J,I ZZ0l4..77 |o27,7100o00Ol8754,0594775533s53,8530019,2220055335555233,Close DateBid DatePro.ieci ManagerTotalILSAISPPLTotalCustomerOwnerPrc.jectStatusFinal ContractAmountJDE Job NumberProlect DescriptionContract ValueRole202267PrimeMiller, Daren ABP-Blaine,WA-Cherry Point Refi nery4519 Grandview RoadWhatcomBlaine WA 98230+1 360 3711258BP WEST COAST PROOUCTS, LLC I OWS L|NE FROM 40-69-pO C26698511-07-201712-22-2017130r BP-Blaine,WA-Cherry Point Refinery4519 Grandview RoadWhatcomBlaine WA 98230+1 360 3711258JC$1 95,000$195,000130130ri ojClose DateBid DateTotalArsTotalCustomerOwner
@r*.r'f"ror-85/1 01Last Refresh Date: 06-02-2021Final ContractAmouniContract ValueDescriptionStatusProjectJDE Job NumberRole202269SubMorris, James MichaelTapani Underground, lnc.-BattleGround, WA1904 SE 6th PlaceBattle Ground WA 98604+1 3606871148TAPANI INC, WINLOCK WA I WINLOCK INFLOW & INFILTRATION11-15-20171 0-1 0-2018City of Wnlock, WA323 NE 1st St.LewisWinlock WA 98596+1 360 5505289JC$226,097$251 ,813E322,4825,442Project Close DateBid DateProjeclOwnerCustomerProlectFinal ContractAmountConlract ValueStatusJDE Job NumberRole202270PrimeMonis, James MichaelRogue Valley Sewer Services-CentralPoint,OR138 West Vilas RoadJacksonCentral Point OR 97502+1 541 6646300ROGUE VALLEY SEWER SVCS,FY2018 I FY201 I CIPP PROJECTS-J278o2-16-201804-20-20181,6311,3191,768Rogue Valley Sewer Services-CentralPoint,OR718138 West Vilas RoadJacksonCentral Point OR 97502+1 g1 6646300JC$347,946$326,221E46!01,6311,3191,7680718Close DateBid DateManager12TotalOwnerCuslomer
@)r{'-'r"*-86/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRole202272Primel\4onis, James MichaelCity of Bellingham, WA-Lottie St210 Lottie St210 Lottie StreetWhatcomBellingham WA 98225+1 360 676696101-09-201 806-28-201 8City oJ Bellingham, WA-Lottie St210 Lottie St210 Lottie StreetWhatcomBellingham WA 98225+1 360 6766961JCFABER CONSTRUCTTON, BELLTNGHAM I COLUMBTA NETGHBORHOOD WATER$143,521$84,862H124i61894248590246189424859Project l\,4anagerBid DateProject Close DateTotalAIS SRTotalOwnerCusiomerProjectFinal ContractAmountContract ValueJDE Job Number RoleStatus202273PrimeMonis, James MichaelCity of Newberg, OR414 E 1st StYamhillNewberg OR 97132-2993+1 503 5371240NEWBERG, OR #706301 | WW LtNtNG & LATERAL GROUTTNG02-15-201806-1 3-201 8City of Newberq, OR414 E 1st StYamhillNewberg OR 97132-2993+1 503 5371240JC$244,393$211,6920E96:4,3684,368315315 ,4,368J tc4,683Bid DatePoect Close DateProject ManagerOwnerCustomerTotal
@*r,"*-871101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContracl ValueJDE Job Number Role202274SubMorris, James MichaelPIVETTA BROTHERS CONS..SHELTON I BASIN 3 SEW.REHAB PJ.,2018-00603-01 -201 805-06-201 902,600City of Shelton, WA1000 W Pine StreetMasoni Shelton WA 98584-0900+1 360 426644JC$224,61061$234,383r2,8262,6005,426Close DateBld Datel\4anagerOwnerCustomerFinal ContractAmountContract ValueProject DescriptionStatusProjectJDE Job NumberRole202275Prime$385,592$422,181EUGENE, OR- #s0s0 | 2017WWREHAB. #2018-0001611-01-2018City of Eugene, OR2MEBrcadwayLaneoR97401-2727+1 541 6825241JC7,718E81 lJames Michael244 E BroadwayLaneoR97401-2727+1 541 6425241287384 :602008,0053840ouzOR08,991Project Close DateBid DateTotalSRAIS ILSTotalt3OwnerCustomer
@)ft",-s*-88/1 01Last Refresh Date: 05-02-2021ProjectStatusContract ValueFinal ContractAmountJDE Job NumberProject DescriptionRole202276Prime$777,2s6$796,855JCBREMERTON WA, 201 8 REHAB | 201 8 SEW.REHAB EAGLE & SPRUCE10-07-2018r208'Monis, James MichaelCityof Bremerton,WA3027 Olympus DriveKitsapBremerton WA 98310+1 360 473235405-1 0-201 8City of Bremerton,WA3027 Olympus DriveKitsapBremerton WA 98310+1 360 4732354724n7248,533222663bbJ0,08100l0:000lO,Close DateBid DateProject l\4anagerTotalcoMTotalCustomerOwnerProjectFinal ContractAmountContract ValueStatusProject DescriptionJDE Job NumberRole202277Prime$292,990$294,270TSSAQUAH WA,PROJ#SEWR18001 | 20.18 SEWER MA|N REHAB05-01 -201 808-17-2018City of lssaquah, WA1775 12th Avenue NWKinglssaquah WA 98027+1 425 837UOOJCO 7,772Et tttiMonis, James Michaelof1775 12th Avenue NWKinglssaquah WA 98027+1 425 8373/'007,7727.7727,772Close DateBid DateProject ManagerTotalAIS SRTotalCustomerOwner
@rm,rurorm89/1 0 1Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleProject202278Prime$5,502,663$5,961,970BEND, OR#1SPIR I PLANT INTERCEPTORREHAB05-07-201 8o2-15-2019City of Bend,OR*Main709 NW Wall St.DeschutesBend OR 97701+1 541 3173000JCMorris, James MichaelCity of Bend,OR-Main709 NW Wall St.DeschutesBend OR 97701+1 541 31730001,O471,0475,9885,21612,2512,Projeet Close DateBid DatelvlanagerTotalTotalOwnerCustomerFinal ContractAmountContract ValueStatusProjectJDE Job Number RoleProject Description202279PrimeJames MichaelPort of Seattle, WA2711 Alaska WayGeneral Offices - Pier 69KingSeattle WA 98121-1107+1 206 9885530Port of Seattle, WA2711 Alaska WayGeneral Offices - Pier 69KingSeattle WA 98121-1107+1 206 9885530PORT OF SEATTLE,WA-T18 PHASE 1 I T-18 STORM OUTFALL PHASE 109-14-2018JC$220,000$224,5869442r1j9442136,1360Project Close DateBid DateProject ManagerAISSR TotalTotalOwnerCustomer
@'o*i*tfl"*90i101Last Refresh Date: 06-02-2021ProjectFinal ContractAmountContract ValueStatusProject DescriptionJDE Job NumberRole202281PrimeMorris, James MichaelCity of Mount Vernon, WA1024 ClevelandSkagitMount Vernon WA 98273+1 360 3366204City of Mount Vemon, WA1024 ClevelandSkagitMount Vemon WA 98273+1 360 3366204MOUNT VERNON WA,PJ.SS-2O1 8-003 | 201 8 SAN|T.&STORM p#SS201 8-00307-24-201801-15-201 I7,262.2,151 '.JC$547,8s0$563,589r' 203:38572715010,6750007 1622J513857271500,675Proiect Close DateBid DateProject ManagerArsSR TotalTotalOwnerCustomerProjectStatusFinal ContractAmountJDE Job Number RoleDescriptionContract Value202282PrimeJames MichaelCity of Yakima, WA2301 Fruitvale BoulevardYakimaYakima WA 98902+1 509 5756020YAKIMA,WA No.2470 I WwCOLLSYS IMPRVMNTS#247008-31-201 8o4-u-2019City of Yakima, WA2301 Fruitvale BoulevardYakimaYakima WA 98902+1 509 5756020JC$425,604$403,836Hi 186j7,5767,5767,576 ;7F76:00Close DateOwnerCustomer
@mfgrorm91/1 01Last Refresh Date: 06-02-2021JDE Job Number :RoleFinal ContractAmountContract ValueProject DescriptionStatusProject202243PrimeMorris, James MichaelCity of Reedsport, oR451 Winchester AvenueDouglasReedsport OR 97467 -1 521+1 541 2713603REEDSPORT, OR 2018/2019 FY I SWR RELTNING 201812019 FY05-09-201 8'10-31-2018City of Reedsport, OR451 Winchesler AvenueDouglasReedsport OR 97467 -1 521+1 541 2713603JC$1 35,508$140,072r27110 rgg+ ,Project Close DateBid DateProjeclOwnerCustomerProlectStatusFinal ContractAmountContract ValueJDE Job NumberRoleProject Description202284Prime$2J09,742$2,033,496TACOMA,WA 20188 #ES18-0121F I WW & STORMWATER REHAB CIPP09-1 1-201805-1 0-201913,2539,6071,463LocaiionCity of Tacoma, WA-*Main Location1,654JCMonis, James MichaelTacoma WA 98409+1 253 59155882201 Portland Ave2201 Portland AvenuePierceTacoma WA 98409000013,253575+1 253 59155883381,439625009,6071,4631,6541,5023381,43962929,885Prolect Close DateBid DateProject l\4anager1,502OwnerCustomer
@)r'-'r"*-92t101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountJDE Job NumberRoleProject DescriptionContract Value202285PrimeMonis, James MichaelCity of Olympia, WA520 Pear Street SEThurstonOlympia WA 98507-1967+1 360 7538768JCoLYMPTA, WA, PROJ #'1689Q I 2017 PRr SWR REPATRS PRO#1689Q$489,311$501,399os-27-201804-18-2019E168 ;000000002,8983,2563231,211lo1907,894City of Olympia, WA520 Pear Street SEThurstonOlympia WA 98507-1967+1 360 7538768704700190190Close DateBid DateProject ManagerTotalSR STDTotalCustomerOwnerProjectFinal ContractAmountProject DescriptionContract ValueStatusJDE Job NumberRole202286PrimeMonis, James MichaelCity of Medford, OR411 West 8th StreetJacksonMedford OR 97501-1766+1 541 7742100City oJ Medford, OR411 West 8th Street. JacksonMedford OR 97501-1766+1 541 7742100MEDFORD OR, 2019 PROJECT | 2019 WW COLLECTTON SYSTEM REHAt12-1s-201806-21-201910,01 3JC$81 9,288$983,7580Hi zg2',3,47810,49902,4071,5237983254863253251365ZJ0't4100214071,598798000003,47832519,755Project Close DateProject ManagerBid Date3,4780STDTotalTotalCustomerOwner
@rr*r't"*-93/101Last Refresh Date: 06-02-2021ProlectStatusFinal ContractAmounlContract ValueJDE Job NumberRole202287PrimeJames MichaelCity oj Eugener OR244 EBrcadwayLaneEugene OR974O1-2727+1 541 6825241EUGENE, OR - JOB #6015 | ROOSEVELT/HWYgg - #2019-0000612,04-201809-17-2020City of Eugene, OR244 EwoadwayLaneEugene OR 97401-2727+1 541 6825241JC$521,177$51 7,989E184.6,0221,261001,261000007,6142,132Close DateBid DateManagerTotalSTDTotalOwnerCustomerJDE Job Number RoleProjectStatusFinal ContractAmountContract ValueProject Description202288SubMonis, James Michaellnc-Vancouver. WA: 9210 NE 62nd Avenue: ClarkVancouver WA 98665+1 360 3343100ROTSCHY INC. . KENNEWICK, WA I UPRR INTERCEPTOR SWR REHAB PRO1 1-08-201 804-05-201 I3,1 61City of Kennewick,WA: 210 W. 6th AvenueP.O. Box 6108BentonKennewick WA 99336-0108+1 509 5854200JC$456,594$483,3600 3,161r^ibl3,1 61Bid DateProject Close Date3,161TotalOwnerCustomer
@),*Hl*{r'-94t101Last Refresh Date: 0G02-2021ProjectStatusFinal ContractAmountContract Value lJDE Job NumberRoleProiect Description202289PrimeMoris, James MichaelRogue Valley Sewer Services-CentralPoint,OR138 West Vilas RoadJacksonCentral Point OR 97502+1 541 664630012-11-2018I os-gt-zotgRogue Valley Sewer Services-CentralPointlOR138 West Vilas RoadJacksonCentral Point OR 97502+1 541 6646300JCROGUE VALLEY SEWER SVCS,FY2O1q I Fy2O19 Ctpp PROJECTS-J299$470,981$452,91 3E5b3,0831,6582464,9872973,3800 : 1,6580: 246297', 5,284Close DateBid DateProject Manager] OwnerCustomerTotaIProjectFinal ContractAmountContract ValueStatusProiect DescriptionJDE Job NumberRole202290Prime$892,699$896,55sKENT WA, 2019 PROJ,#18-3012 | 2019 SAN|.SEW.L|N|N3p#18-301203-21-201908-29-2019City of Kent, WA400 W GoweKingKent WA 98032-5838+1 253 8593380JC0EI 193Moris, James MichaelCity of Kent, WA400 W GoweKingKent WA 98032-5838+1 253 8593380o , 1ot4g710,497 10,49710,497Bid DateClose DateTotalCustomerOwner
@rr*'t"*-95/1 01Last Refresh Date: 06-02-2021JDE Job Number RoleFinal ContractAmountStatusProjectProject202291PrimeJames MichaelCity oJ The Dalles, OR1215 West 1st StreetWascoThe Dalles OR 97058-3500+1 541 2965401DALLES, OR-#2019-002 | 2019SS CIPPLINING03-05-201 I06-21-2019City of The Dalles, OR1215 West 1st StreetWascoThe Dalles OR 97058-3500+1 541 2965401JC$59s,512$525,784rrcl:1,O219.147293 |to,+et1,0219,14729310,461CIose DateBid DateProject ManagerTotalSRTotalOwnerCustomerProlectStatusFinal ContractAmounlContract ValueJDE Job Number RoleProject Descri202292PrimeJames Michaelof Roseburg, OR900 SE Douglas AvenueDouglasoR 97470-3333+1 g1 6727701ROSEBURG, OR-2019 | 2019STORMCIPP-19PW091 6-201 I10-04-2019City of Roseburg, OR900 SE Douglas AvenueDouglasRoseburg OR 97470-3333+1 541 6727701JC$888,566$958,686E, 14:1,7913,6493,649Project Close DateBid DateOwnerCustomer
@)t{stt.-,rf!'-96/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountJDE Job Number RoleContract Value202293PrimeMorris, James MichaelCity of Poulsbol WA19050 Jensen Way NEKitsapPoulsbo WA 98370-0962+1 360 7795111POULSBO,WA CN2019-03 I RAABPARK,SWANSONWAyREHAB08-01-20'191 0-04-201 9City of Poulsbo, WA19050 Jensen Way NEKitsapPoulsbo WA 98370-0962+1 3607795111JC$161 ,701$1 60,656H' tb1,6681,6681,6681,668 ,Close DateBid DateProiect ManagerOwnerCustomerProjectFinal ContractAmountContract ValueJDE Job NumberRoleProlect DescriptionStatus202294PrimeMonis, James MichaelCitV o-f Mo9$Vemo1,WA1024 ClevelandSkagitMount Vernon WA 98273+1 360 3366204MOUNTVERNON, WA#55-2019-07 | 2019SAN| & STORM#SS2019-00707-30-201904-29-20201,373,City of Mount Vemon, WAoli1,316:1,3161024 ClevelandSkagitMount Vemon WA 98273909+1 360 33662045,056JC$651,709$693,13803301,373330H' ,rg0l01:316:1,316:0 1420 9090330 5,386Close DateBid DateProject Manager142TotalSRSTDTotalCustomerOwner
@*''g"**971101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlConlract ValueDescriptionJDE Job NumberRole202296SubMorris, James MichaelBrinderson Engineers & Constructors-Bakersfield, CA4550 California AvenueSuite 700Kem+1 661 3770343BRINDERSON, LLC . SHELL OIL I ANACORTES SHELL 21' REFINERY09-03-201 I11-O1-2019Shell Oil Products Company, LLC -Division - Puget Sound RefineryPuget Sound Refinery 8505 S. Texas RdSkagitAnacortes WA 98211JC$240,050$240,050175Hio175175+1 3602931723Project Close DateBid DateTotalTotal)4OwnerCustomerProjectStatusFinal ContractAmountContract ValueProjectJDE Job NumberRole202300PrimeMorris, James Michaelof Medford, OR411 West 8th StreetJacksonMedford OR 97501-1766+1 541 7742100MEDFORD OR,2020 PROJECT | 2020 WW COLLECTION SYSTEM REHA12-10-201906-05-20201,70712,2012,106City of Medford, OR2,373JC$1,1 97,552$1,212,250H290000002,3735412,444411 West 8th StreetJacksonMedford OR 9750 1-1766+1 541 77421001,903' " __l01,521 :1,521541Close DateBid DateOwnerCustomer21,8112,'to612,2011,707Total
@t*s*-98/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job Number Role202301PrimeMonis, James MichaelCity of Portland,OR-Bureau ofEnvironmental Svas (BES)1 1 20 SW sth AvenueRoom 1000MultnomahPortland OR 97204+1 503 8235752City of Portland,OR-Bureau ofEnvironmental Svcs (BES)1 1 20 SW 5th AvenueRoom 1000MultnomahPortland OR 97204+1 503 8235752LANDIS & LANDIS, PORTLAND, OR I HILLSDALE SOUTH SWR REHAB07-25-201908-09-2020JC$239,855$234,087O 4,657HMg:,4,6576525555,864 i00o6525555,864Proiect Close DateBid DateProjectcoTotalTotalCustomerOwnerProject DescriptionProjectStatusFinal ContractAmountJDE Job NumberRoleContract Value202303PrimeEUGENE, OR- JOB#900107 | TRATNSONGS.WWREHAB-BtD#27Morris, James Michael01-16-2020o2-13-2021City of Eugene, OR-Public WorksCity of Eugene, OR-Public WorksJC$376,212$360,676g 4,733E, 81 j4,7338233,544 ) 03,54482391100.0099 East Broadway Suite 400LaneEugene OR 97401+1 541 682529199 East Broadway Suite 400LaneEugene OR 97401+1 541 6825291Close DateBid Date9,1 00AISSR TotalTotalCustomerOwner.
@tr*r1"*-99/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmounlContract ValueProject DescriJDE Job Number Role202304PrimeJames MichaelCitV of Fedgral Wayl WA33325 8th Avenue SKingFederal Way WA 98063-5006+1 253 8352700FEDERALWAY,WA( RFB#19-O1O) I 2019 STORM PIPE-PHASE212-O1-201507-31-2020City of FederalWay, WA33325 8th Avenue SKingFederal Way WA 98063-5006+1 253 8352700JC$130,1 56$137,426r0739230,739230969Close DateBid DateOwnerCustomerProjectStatusFinal ContractAmounlContract ValueDescriptionJDE Job NumberRole202307PrimeMorris, James MichaelCity of lssaquah, WA1775 12th Avenue NWKinglssaquah WA 980271 425 8373400rssAQUAH, WA - #SEWR 20002 | 2O2O SEWER MAIN REHAB01-30-202009-04-2020oflssaquah, WA'1775 12th Avenue NWKingwA 98027+1 425 8373/rOOJC$s01,384$494,797E1 3,3901 3,6540 13,390 '177:*Project Close DateBid DateProjectOwnerCustomer
@ffi',g1.o,-1 00/1 01Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueProject DescriptionJDE Job NumberRole202308PrimeMorris, James MichaelSouth Suburban Sanitary District-Klamath Falls,OR2201 lavemeKlamathKlamath Falls OR 97603-4886+1 g1 8924506SOUTH SUBURBAN SANI DIST. I KLAMATH FALLS, OR - PHASE 2o3-11-202007-10-2020South Suburban Sanitary District-Klamath Falls,OR2201 LaverneKlamathKlamath Falls OR 976034886+1 541 8924506JC1,690$226,U6$222,076r+o;1,690335862,111 ;343 ;0343ozaao2,454Close DateBid DateManagerOwnerCustomerTotalProjectStatusFinal ContractAmountContract ValueProlect DescriptionJDE Job NumberRole2Q2309PrimeMorris, James MichaelCity of Albany, OR333 Broadalbin Street SWLinnAlbany OR 97321-0144+1 541 9177676ALBANY, OR - SS-19-0s A I RTVERFRONT WET WEATHR L|FT STA04-02-202010-28-2020JC$1,625,647$1,617,877Ei 1j80:2,086:2,9401,4U6,5700 2,086:6 2,9408001,4640City of Albany, OR333 Broadalbin Street SWLinnAlbany OR 97321-0144+1 541 9177676Bid DateProject Close Datel\4anagerTotalSRTotalOwnerCustomer
@rr-rt"*-101t101Last Refresh Date: 06-02-2021ProjectStatusFinal ContractAmountContract ValueJDE Job NumberRoleProject Descriptjon202319PrimeDANIELS REAL ESTATE,KENMORE WA I THE LODGE AT ST. EDWARDJC$73,3s9$103,575Monis, James MichaelCity oJ Kenmore,WA18120 68th ave nepo box 82607Kingkenmore WA 82607+1 425 3988900-06-2020City of Kenmore,WA18120 68th ave nepo box 82607Kingkenmore WA 82607: +1 425 3988900118458458450Project Close DateBid DatePro.iectSR Total8TotalOwnerCustomer
@k*i*fe'-1/6Last Refresh Date: 06-02-2021ji'.:r.-ir'!1't,rfar,,i', ,:'.::\..i::i'.!fl'.tilji,.) j;i,:.'.!:ra:,,1.:j':,:):i.i::it.jj'rlContract Qualification Glosed Projects ( 2013 - Present ) - Detail Gontract Value190772021907941 90796I 907971907981 907991 908001908011908021 908031908041908051908061 9080719081019081 11908131908141 9081 51908161908171 9081 81908191908201908221908231908241908251908261908271908281 908291908311 90833$271,524.30$251,798.50$1 ,789,468.00 $1,759,239.80$1,3M,800.80 $1,257,835.80$21',t,470.00$217,308.00$104,995.60$88,880.00$427,321.00$401759.33.00$468,329.00$447,934.00$466,942.00$1,618,265.00 $1,003,204.00$1,088,300.00 $1,231 ,065.93$5,541,630.00 $5,482,862.50$2,792,000.00 $2,777,M3.98$409,486.00$402,772.88$1,702,029.00$1,756,724.61$66,450.00$g,s2s.0s$116,880.00 $120,192.00$344,002.00$348,2148.00$221,805.00$242,U3.45$1,127,963.00 $1,183,591.49$1,612,5s8.00 $1,632,0s6.25$433,855.00$334,232.00$198,902.00$1 98,902.00$320,300.00$31 6,951.79$134,794.00$134,320.00$1,317,258.00 $1,509,629.31$1 62,078.00$162,078.00$316,644.00$329,888.00$138,060.00$143,731.93$916,911.00$885,560.97$155,260.00$1 55,260.00$217,948.00$246,448.00$1s0,664.00$150,664.00$170,140.00$1 82,161.99$697,554.00$697,554.00Project JDEJob Number Contract ValueFinal ContractAmount200268$1,588,971.00 $2,704,367.69
@!,F"r"*""200273$1 8,000.00$52,818.13200274$503,000"00$510,008.00200278$497,983.00$507,252.11200279 $248,525.00$251,243.00200280$30,040.00$30,040.00200281$7s,560.00$84,670.00200282$148,185.00$174,735.00200283128.30$877,340.302002u$218,458.00 $247,829.00200285$683,549.03$689,023.33200286$0.00$171,989.50200247$748,460.00$741,290.76200288$139,922.00$146,516.46200289 $2,066,379.00 $2,126,650.48200290$44,810.00$47,2t49.00200291$95,938.00$153,214.00200292$624,622.00$716,621.72200293$251,500.00s224,283.40200294$2,383,498.00 $2,204,559.70200295$348,160.00$389,423.00200296$57750.00$57750.00200297$99,800.00$99,800.00200298$172,602.00$167,1 52.00200299$252,638.00$267,952.46200300$70,430.00$78,451.8020031 0$237,530.30$268,286.3020031 1$133,085.00 $135,081.28200312$3,504,400.00 $5,446,63s.40200314$360,910.00$360,910.0020031 5$352,821.00$333,467.00200316$84,387.00$84,367.00200317$31,500.00 $31,500.0020031 8$75,161.00$72,008.00200319$115.571.00 $107,944.00200320$190,482.00$217,807.00200321$647,211.00$642,474.40200322$90,67s.00$90,675.00z6Last Refresh Date: 06-02-2021Contract ValueProject JDEJob NumberFinal ContractAmount200323$40,573.00$41,773.00
@**"t"*-200324$624,619.03 $630,827.00200325 $491,345.00 $491,345.00200326$491,854.00$536,951.00200327$606,471.00$563,802.67200328$233,1 14.50s2s2,057.06200329$355,000.00$3s5,000.00200330$146,977.50$146,857.00200331$268,435.00 $276,329.00200333796.50 $1,326,421.70200334$296,1 54.00$303,576.00200335$166,1 10.90$168,594.00200336$1,955,378.93 $2,013,297.27200337$737,400.00$682,476-67200338$412,886.00$452,951.64200339 $53,721.00 $54,129.00200yo$268,199.00$268,199.002003/.1$2,296,468.00$2,263,750.00200342$1,787,045.00$2,291,98s.74200343$259,415.00$1 69,1 58.36200344$303.600.00 $303,600.002003/.5$274,255.00$259,907.402003r'l6$237,784.00$259,773.002003/.7$1,758,717.70 $1,735,217.76200348$779,600.00$803,331.00200349 $1,345,878.00 $1,351,675.00200350$103,040.00$91,569.60200351$258,977.00$299,459.57200352$4,950.00$1 I 0,937.00200353$69,994.00$67,581.67200354$1,167,392.91 $1,164,352.00200355$374,458.00$418,591.10200356$681,738.98$720,325.24200357$189,000.00$189,000.00200359$45,280.00$55,23s.00200360$333,921.00$360,320.15200362$141195.00$142,975.50200363$720,456.16$812,431 _063/6Last Refresh Date: 06-02-2021Project JDEJob Number Contract ValueFinal ContractAmount20036/.$636,436.00$639,986.80
@)*.it"f"r-200365$184,880.00 $106,454.00200366$329,719.00 $404,058.87200368$186,506.50$186,476.99200369$30,380.00$29,500.00200371$94,785.00$142,382.17200372$90,141.63$90,175.65200373$247,037.00$257,291.31200376$91,609.00$160,345.21200377$108,432.00$1 09,630.36200379$63$609,287.00200381$328,702.50 $327,326.00200382$70,383.00 $71,075.00200386$413,476.00$398,875-94202212$373,993.80$401,608.68202213$181,274.00$103,834.00202221$687,583.85$695,s47.59202222 $70,000.00 $70,000.00202226 $691,072.00 $657,879.96202227$532,248.00$51 3,803.19202228$301,775.00$436,781.25202229$156,314.00$ 1 55,336.00202230$1 17,210.00$1 16,594.30202231$74,865.00$74,865.00202232$413,953.00$361,082.08202233 $90,588.50$89,613.7620223/.$982.612.40 $934,427.42202235$123,142.00$123,385.00202236$484,684.20 $499,125.59202237$917,538.00$6,44,621.87202238$907,773.00$797,161.23202239$626,039.00$571,005.71202240$60,535.00$63,084.64202241$228,750.00$228,750.00202243$31 1,498.60$200,000.00202244$265,221.00$274,145.00202245$288,679.00 $255,s60.00202246$492,218.00$600,386.76416Last Refresh Date: 06-02-2021Project JDEJob Number Contract ValueFinal ContraetAmount202247$569,441.00$468,053.14
@)*.'"r"*-202248$134,000.00$1.58202249$1159,290.80 $1,129,338.00202250$51,880.00$50,688.00202252$143,700.00$65,539.85202253$864,589.50$788,673.4020225r''$1,253,497.50 $1,080,243.30202255$356.554.00$31 6,1 57.98202256$100,500.00$86,660.00202257$1 58,587.00$142,827.00202258$41,937.00$38,61 5.00202259$129,078.00$1 35,234.00202260$1,016,724.00$934,145.85202261$280,512.00$280,709.20202262$174,604.00$153,948.00202263 $322,721.00 $409,509.6420226/. $134,016.00 $130,543.00202265$288,855.69$302,827.16202266s2,831,412.16$3,012,472.53202267$195,000.00$195,000.00202269 $226,096.90 $251,813.30202270$347,946.00$326,220.86202272$143,521.00$84,862.00202273$244392.68$21 1,691.58202274$224,610.00$234,383.29202275$385,592.00$422,180.50202276$777,256.00 $796,855.00202277$292,990.00$294,270.00202278$5,502,663.00 $5,961,969.71202279$220,000.00$224,s86.27202281$547,849.90$563,s89.012022a2$425,6M-42 $403,835.73202283$135,s08.00$140,072.00202284$2J09,742.00 $2,033,495.64202285$489,311.00$501,398.88202286$819,288.00$983,758.1 7202287$521,176.50$517,988.95202288$456,594.00 $483,360.00516Last Refresh Date: 06-02-2021Project JDEJob Number Contract ValueFinal ContractAmount202289$470,980.50$452,91 3.00
@t"*'1"*trt2022902022912022922022932022942022962023002023012023032023M202307202308202309202319Total$892,699.00$896,s52.8s$593,512.00$525,784-00$888,566.00$958,686.00$161,701.00$160,656.00$6s1,709.00$693,1 38.00$240,050.00$240,050.00$1,197,552.00 $1,212,250.09$239,855.00$234,087.00$376,212.00$360,675.98$130,156.00$137,426.00$501,383.s0$494,797.25$226,346.00$222,O76.00$1 ,625,647.00 $ 1,617,877.00$73,359.00$103,574.70$111,257,728.47$1 1 5,543,1 55.666/6Last Refresh Date: 06-02-2021Contract ValueProject JDEJob NumberFinal GontractAmount
PAYMENT AND PERFORMANCE BOND
TO CITY OF KENT Bond No. 107459151
KENT
KNOW ALL MEN BY THESE PRESENTS:
Insitufom Technologies, LLC, 17988 Edison Avenue, Chesterfield, !P
That we, the undersigned,6300s
aS Pfincipal, and Travelers casualtv and Suretv ComPanv of Amelica
a corporation orgunirec ano e*Gting under the laws.of tl" stateof tmfifflgF€tft' as a
Surety Corporati6n, and qualified under the laws of the State of Washington to
become Surety upon bonds of Contractors with Municipal Corporations, as Surety' are
jointly and severatty rreto and firmly bound to the clTY oF KENT in the penal sum of
Soze,soa.rs * - together with any aqjustments, up or down, jn jl..total contract
pffing6sinthecontractwork,forthepaymentofwhichSUmon
demand we bind ourselves and our successors, heirs, administrators or personal
representatives, as the case may be'
* six Hundled seventy Four Thousand Thlee Hundred Four and 15/100's
This obligation iJentered into in pursuange oi tle statutes of the State of
Washington, utiO the Codes and Ordinances of the CITY OF KENT'
Nevertheless. the conditions of the above obligation are such that:
WHEREAS, under and pursuant to a motion. duly made, seconded and passed
by the City Council of the City of Kent, King Counly, Washington, the Mayor of the
C'ity of t<eirt nas let or is about to let to thJabove bounden Principal, a certain
contract, the said contract providing for construction of 20.21Storm Sewer CIPP
Lining,/Project Number: 21-go22.2 (which contract is referred to herein and is
made-a parihereof as though attached hereto), and
WHEREAS, the Principal has accepted. or is about to accept, the contract' and
undertake to perform the work therein provided for in the manner and within the time
set forth:
NOW, THEREFORE, for non-FHWA prqiects only, if the Principal shall faithfully
perform all the provisions of said contract in the manner and within the time herein
set forth, or within such extensions of time aS may be granted under the said
contract, and shall pay all laborers, mechanics. subcontractors and material men, and
all persons who shall suppty the Principal or su.bcontractors with provisions and
supplies for the carrying bn of said work and shall indemnify and hold the CITY OF
KENT harmless from an! damage or expense by reason of failure of performance as
specified in said contracl or from defects appearing or developing in the material or
workmanship provided or performed under said contract, then and in that event this
obligation shail be void; but otherwise it shall be and remain in full force and effect'
lN WITNESS WHEREOF. the above lrounden parties have executed this
instrument under their separate seals. The name and corporate seal (if required by
law) of each corporate party is hereto affixecl ancl duly signed by its undersigned
representatives pursuant to authority of its governing body'
2021 Storrrr Sewer CIPP Lining/Leyrer
Prq.iect Numtler: 21 -3022.2
25 May 24. 2421
7#
Insitufom T€chnologies, LLCTWO WITNESSES
I]ATE
PRINT NAME
DATE
CORPORATE SEAL
, 9litness
I hereby certifY that
Principal in the within Bond
Who signed the said bond on beh
of the said Corporation; that I kn
Bond was duly signed, sealed, an
authority of its governing bodY.
2o21 Storm Sewer CIPP Lining/Leyrer
PrQject Number: 71 -3022'2
PRINCIPAL (enter principal's name atlove)
TITLE
whittney Schulte,
6f€i ^ar
& Attesting
DATE
CORPORATE SEAL
Tlavelers casualty and sulety company of Amelica
SURETY
BY
DATE
TITLE Andrey P. ltrone, Altolney-in-Fact
ADDRESS one Towe! squale, Hartford, CI 05L83
CERTIFICATE AS TO CORPORATE SEAL
alf of the Principal
ow his signature thereto is genuine, an that said
d attested for and in behalf of said Cor poration by
am the (Assistantl"nl,fitfs.r'fitJ or the ?fr1flflia}lfi8ffitr&s, LLcth8t contractino & Attestins Officer
BY
Co Ts'Yffi'
26 May 24,7021
State of !{!ssour:j
County of St. Louis
On 612212021before me, a Notary Public in and for said County and State, residing therein, duly
commissioned and sworn, personally appeared Andrew P. Thome known to me to be Attomey-in-Fact
of
Tru,vnLERS C^q.sualTy Ano Sunnrv Covrpnwv oF AMERICA
the corporation described in and that executed the within and foregoing instrument, and known to me to
be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged
to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year
stated in this above.
Andrea Public
My Commission Expires
ANDRE/\MCCAR-IHY
I.,IOTARY PIJ BLIC OTARY SEAL
ST ()F rOURI
coM MISS lo li 0 LOUIS co UNTY
M OM MISi,N Lil {-:S JUL .tu,2023
IJ 1 56iJ6i;1 B
*-
TRAVELERSJ
Travelers Casualty and Surety Company of America
Travelers Casualty and Surety Company
St. Paul Fire and Marine Insurance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St.
Paul Fire and Marine lnsurance Company are co.poEtions duly organized under the laws of lhe Stale of Connecticul (herein collectively called the
"Companies"), and that the Companies do hereby make, constitute and appoinl Andrew P. Thome, of Chestertield, Missouri, their true and lawful
Attomey-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional underlakings and other writings obligatory in
the nature lhereof on behalf of the Companies in their business of guaranteeing the lidelily of persons, guaranteeing the performance ofconlracts
and execuling or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
lN WITNESS WHEREOF, the Cornpanies have causedlhis instrument lo be signed, and lheircorporate seals to be hereto aflixed, this 3rd day of February,
2017.
State of Connecticut
City of Hartford ss.L. Raney,
On this the 3rd day of February, 2017, before me personally appeared Robert L. Raney, who acknowledged himself to be lhe Senior Vice President of
Travelers Casualty and Surety Company of America, Travelers Casually and Surely Company, and St. Paul Fire and Marine lnsurance Company, and
that he, as such, being authorized so to do, executed the foregoing instrument for the purposes lherein contained by signing on behalf of the corporations
by himself as a duly authorized officer.
ln Witness Whereof, I hereunlo sel my hand and official seal.
My Commission expires the 30th day of June, 2021
By:
@ nno^,-r- C $nraur*
Marib C. Tetreault, Notary Public
This Power of Attorney is granted under and by the aulhority of lhe following resolutions adopted by the Boards of Directors of Travelers Casualty and
Surety Company of America, Trav€lers Casually and Surely Company, and St. Paul Fire and Marine lnsurance Company, which resolutions are now in
full force and etfect, reading as follows:
RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice Ptesidenl, 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 Altorneys-an-Fact and
Agents to act for and on behalf of the Company and may give such appointee such authorily as his or her certificate of authority may prescribe to sign with
the Company's name and seal with lhe Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the natur€ of a
bond, recognizance, or conditional underlaking, and any of said of{icers 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 Execulive Vice President, any Senior Vice President or any Vice
President may delegate all or any part of the foregoing authority to one or more ofticers or employees of lhis Company, provided that each such delegation
is in writing and a copy lhereof is flled in the office of the Secretary; and it is
FURTHER RESOLVED, that any bond, remgnizance, conlract of indemnity, or wiling obligatory in the nalure of a bond, recognizance, or conditional
undertaking shall be valid and binding upon the Company when (a) signed by the Presidenl, any Vice Chairman, any Executive Vice President, any Senior
Vice President or any Vice President, any Second Vice President, lhe 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 Agenls pursuant to the power prescribed in his or her ceriificate or their certificates of authority or by one or more
Company oflicers 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 Assistanl Secretary, and the seal of the Conrpany may be affixed by facsimile lo any Power
of Attorney or to any certilicale relating lhereto appoinling Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only
of execuling and atlesling bonds and undertakings and other writings obligatory in the nature thereol and any such Power of Attorney or certilicate bearing
such facsimile signature or tacsimile seal shall be valid and binding upon the Company and any such power so executed and certitied by such facsimile
signature and facsimile seal shall be valid and binding on the Company in the futu.e with respecl lo any bond or understanding lo which it is atlached.
l, Kevin E. Hughes, lhe undersigned, Assislant Secrelary of Travslers Casualty and Surety Company of Amedca, Travelers Casualty and Surety
Company, and St. Paul Fire and Marine lnsurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of
Attomey executed by said Companies, lvhich remains in full force and effect.
Dated this 22 day of June , 2O2t
Zo- f /Lah-/ Kevin E. Hughes, Assistant Secretary
To verify the authenticity of this Power of Attomeh please call us at I-8OO-427-388O.
Please refer to the above-named Altornef in-Fact and the details of the bond to which the power is attached.
CONTRACT
THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington
municipal corporation ("City"), and Insituform Technologies, LLC ,
organized under the laws of the State 6g Delaware , located and doing
1
business at 17988 Edison Avenue.MO 6i00s ("Contractor").
WITNESS:
In consideration of the terms and conditions contained in this Agreement and in
the project documents, plans, and specifications all of which are a part of this
Agreement, the parties agree as follows:
The Contractor shall do all work and furnish all tools, materials, and equipment
for: 2O2L Storm Sewer CIPP Lining/Project Number: 2L'3O22.2in
accordance with and as described in the Contract and shall perform any
alterations in or additions to the work provided under the Contract and every
part thereof. The Contract shall include all project specifications, provisions, and
plans; the City's general and special conditions; the 2021 Standard
Specifications for Road, Bridge, and Municipal Construction, as prepared by the
Washington State Department of Transportation and the Washington State
Chapter of the American Public Works Association, including all published
amendments issued by those organizations, if applicable ("Standard
Specifications"); the City's bid documents; and the Contractor's response to the
City's bid. The Contractor is responsible to obtain copies of the 202L WSDOT
Standard Specifications including the latest amendments issued by WSDOT as
of the date of bid opening. Unless otherwise directed by the City, work shall
start within ten (10) days afterthe City issues its Notice to Proceed and work
shall be physically completed within forty-five (45) working days. The term
of this Contract shall continue until all work has been completed, Final
Acceptance has occurred, and all Contractor obligations have been fulfilled.
The Contractor shall provide and bear all expense of all equipment, work, and
labor of any sort whatsoever that may be required for the transfer of materials
and for constructing and completing all the work provided for in the Contract,
except where the specifications allocate that responsibility to the City. The total
contract amount for all Work performed under this Contract, including
Washington State Sales Tax, is $674,304.L5.
The City hereby promises and agrees with the Contractor to employ, and does
employ, the Contractor to provide the materials and to do and cause to be done
the above described work and to complete and finish the same according to the
Contract and the terms and conditions herein contained and hereby contracts to
pay for the same according to the Contract and the schedule of unit or itemized
prices provided by Contractor in its response to the City's bid, at the time and
in the manner and upon the conditions provided for in the Contract.
The Contractor for itself, and for its heirs, executors, administrators,
successors, and assigns, does hereby agree to the full performance of all
covenants herein contained upon the part of the Contractor.
2
3
2021 Storm sewer CIPP Lining/Leyrer
Project Nurnber: 2L-3022.2
27 lune 9, 2021
4
5
It is further provided that no liability shall attach to the City by reason of
entering into this contract, except as expressly provided herein.
Contractor shall defend, indemnify, and hold the City, its officers, officials.
employees, agents, volunteers and assigns harmless from any and all claims,
iqjuries, damages, losses or suits, including all legal costs and attorney fees,
arising out of or in connection with the performance of this contract, except for
iqjuries and damages caused by the sole negligence of the City.
The City's inspection or acceptance of any of Contractor's work when completed
shall not be grounds to avoid any of these covenants of indemnification.
Should a court of competentjurisdiction determine that this contract is subject
to RCW 4.24.115, then, in the event of liability for damages arising out of bodily
iqjury to persons or damages to property caused by or resulting from the
concurrent negligence of the Contractor and the City, its officers, officials,
employees, agents and volunteers, the Contractor's liability hereunder 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. THE PARTIES
FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS
WAIVER.
The provisions of this section shall survive the expiration or termination of this
contract.
Contractor agrees, upon the City's written demand, to make all books and
records available to the City for inspection, review, photocopying. and audit in
the event of a contract related dispute, claim, modification. or other contract
related action at reasonable times (not to exceed three (3) business days) and
at places designated by the City,
The Contractor shall procure and maintain, during the term of construction and
throughout the specified term of maintenance. insurance of the types and in the
amounts described in Exhibit A attached and incorporated by this reference.
Contractor is responsible for locating any underground utilities affected by the
work and is deemed t0 be an excavator for purposes of RCW Ch, 19,122, as
amended. Contractor shall be responsible for compliance with RCW Ch. 19.122,
including utilization of the "one call" locator service before commencing any
excavation activities.
6
7
B
2O21 Storm Sewer CIPP Lining/Leyrer
Project Number: 21 -3022.2
2A May 24, ?Q21
CITY OF KENT
BY
DANA RALPH, MAYOR
DATE:
ATTEST:
KIMBERLEY A. KOMOTO, CITY CLERK
APPROVED AS TO FORM:
KENT LAW DEPARTMENT
CONTRACTOR
BY
PRINT NAME
TlTLE:
DATE:a<04J
innfrar*inn R' Afl"acfi Officer
2021 Storm Sewer CIPP Lining/Leyrer
Project Number: 21 -3022.2
29 May 24,2021
07/08/2021
2021 Storm Sewer CIPP Lining/Leyrer 30 May 24, 2021
Project Number: 21-3022.2
EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS
Insurance
The Contractor shall procure and maintain for the duration of the Agreement,
insurance against claims for injuries to persons or damage to property which may
arise from or in connection with the performance of the work hereunder by the
Contractor, their agents, representatives, employees or subcontractors.
A. Minimum Scope of Insurance
Contractor shall obtain insurance of the types described below:
1.Commercial General Liability insurance shall be written on ISO
occurrence form CG 00 01 or its equivalent, with minimum limits of
$3,000,000 per occurrence and in the aggregate for each 1 year policy
period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,000,000 per occurrence and in the aggregate. Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work. The Commercial General Liability
insurance shall be endorsed to provide the Aggregate per Project
Endorsement ISO form CG 25 03 11 85. The City shall be named as an
Additional Insured under the Contactor’s Commercial General
Liability insurance policy with respect to the work performed for the
City. All endorsements adding Additional Insureds shall be issued on
form CG 20 10 11 85 or a form deemed equivalent, providing the
Additional Insureds with all policies and endorsements set forth in
this section.
2.Automobile Liability insurance covering all owned, non-owned, hired and
leased vehicles. Coverage shall be written on Insurance Services Office
(ISO) form CA 00 01 or a substitute form providing equivalent liability
coverage. If necessary, the policy shall be endorsed to provide contractual
liability coverage.
3.Workers’ Compensation coverage as required by the Industrial Insurance
laws of the State of Washington.
B. Minimum Amounts of Insurance
Contractor shall maintain the following insurance limits:
1.Commercial General Liability insurance shall be written with minimum
limits of $3,000,000 per occurrence and in the aggregate for each 1 year
policy period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,000,000 per occurrence and in the aggregate. Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work.
2021 Storm Sewer CIPP Lining/Leyrer 31 May 24, 2021
Project Number: 21-3022.2
EXHIBIT A (Continued)
2.Automobile Liability insurance with a minimum combined single limit for
bodily injury and property damage of $1,000,000 per accident.
C. Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following
provisions for Automobile Liability and Commercial General Liability:
1.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.
2.The Contractor’s insurance shall be endorsed to state that coverage shall not
be cancelled by either party, except after thirty (30) days prior written
notice by certified mail, return receipt requested, has been given to the City.
3.The City of Kent shall be named as an additional insured on all policies
(except Professional Liability) as respects work performed by or on behalf of
the contractor and a copy of the endorsement naming the City as additional
insured shall be attached to the Certificate of Insurance. The City reserves
the right to receive a certified copy of all required insurance policies. The
Contractor’s Commercial General Liability insurance shall also contain a
clause stating that coverage shall apply separately to each insured against
whom claim is made or suit is brought, except with respects to the limits of
the insurer’s liability.
D. Contractor’s Insurance for Other Losses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, Contractor’s employee owned tools, machinery, equipment,
or motor vehicles owned or rented by the Contractor, or the Contractor’s agents,
suppliers or contractors as well as to any temporary structures, scaffolding and
protective fences.
E. Waiver of Subrogation
The Contractor and the City waive all rights against each other any of their
Subcontractors, Sub-subcontractors, agents and employees, each of the other, for
damages caused by fire or other perils to the extend covered by Builders Risk
insurance or other property insurance obtained pursuant to the Insurance
Requirements Section of this Contract or other property insurance applicable to the
work. The policies shall provide such waivers by endorsement or otherwise.
2021 Storm Sewer CIPP Lining/Leyrer 32 May 24, 2021
Project Number: 21-3022.2
EXHIBIT A (Continued)
F. Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of not less than
A:VII.
G. Verification of Coverage
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 Automobile Liability and Commercial General
Liability insurance of the Contractor before commencement of the work.
H. Subcontractors
Contractor shall include all subcontractors as insureds under its policies or shall
furnish separate certificates and endorsements for each subcontractor. All coverages
for subcontractors shall be subject to all of the same insurance requirements as stated
herein for the Contractor.
DATE (MM/DD/YYYY)
6/2312021
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: lf the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
lf SUBROGATION lS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
PRoDUCER Lockton Companies
Three City Place Drive, Suite 900
St, Louis M0 63141-7081
(314) 432-0500
rflUNElAl(: No Erfl:
IiICI IDFD/QI AEEAPNI\IG NNVFPANF NAIN {
rNsilRFR a , YT. Tnqrrrance America Tnc )4554
rNsuRED lnsituformTechnologies,LLC
134j996 17988 Edison Avenue
Chesterfield M0 63005
rNsilRFR n, ACF. American Tnqrrrance Comnanv ))667
rNsl|RFR c, Indemnitv Insurance Co of North America 47515
rNsuRFR n, Stan Indemnifu & Liabili8 Company ?R?IR
INSIIRFR F:
INSI IRFR F :
--CORD'CERTIFICATE OF LIABILITY INSURANCE
CANCELLATION SeeAttachments
@1
7 /1/2022
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTMCT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TYPE OF INSURANCE POLICY NUMBER LIMITS
=ACH OCCI.JRRENCE q 2.000.000
q 1.000.000
MED EXP fAnv one oerson)q 10.000
PERSONAL & ADV INJIJRY s 2.000.000
GENERAL AGGREGATF s 4.000.000
PRODUCTS - COMP/OP AGG s 4.000.000
cGD300084906
BROAD FORM PD/CONTRAC:
7lr/2021
UAL
7 /t/2022
$
A
A
COMMERCIAL GENERAL LIABILIry
cLATMS-MADE lll occuR
cYlx ItFcof lT] Lo.
Indenendt
LIMIT APPLIES PER:
OTHER:
POLI
Y Y
s 5.000.000
BODILY INJURY (Per person)$ XXXXXXX
BODILY INJURY (Per accidenl $ XXXXXXX
$ XXXXXXX
7 /1/2022
$ XXXXXXX
B AUTOMOBILE LIABILIry
ANY AUTO
OWNED
AUTOS ONLY
HIRED
AUTOS ONLY
SCHEDULED
AUTOS
NON-OWNED
AUTOS ONLY
X
Y Y wIS H25548674 7 lt/2021
EACH OCCURRENCE $ 10-000-000X
AGGREGATE $ l0-000.000X
UMBRELLA LIAB
EXCESS LIAB
7lt/2022
$ XXXXXXX
D
DED RETENTION $
Y Y 100009515421 I 7/112021
X PIR
STATI ITtr o tH.trP
E L. EACH ACCIDENT s 1.000.000
E,L. DISEASE. EA EMPLOYEE e 1.000.000
WLRC67822389 (CA/MA)
WLRC67822341 (AOS)
(EXCLUDING MONOPOLISTI(
7/t/2021
7 lt/202r
7/r/2022
7/1/2022
.t ntsFAsF-pnl lavl lirlT . 1.000.000
B
C
C
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory in NHI
lf yes, describe under
DESCRIPTION OF OPEMTIONS below
N N/A
Y
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD l0l, Additional Remarks Schedule, may be attached if more space is required)
RE: InsituformJobNo.202345: 202lStonnSewerLining;ProlectNo.21-3022.2.CityofKentisadditionalinsuredrurderGeneralLrability,AutomobileLiability,md
Insured's operitions. Waivei of Subrogation applies mder General Liabiliiy, Automobile Liability, Wbrkers' Conipensatioir. and Exbess Liability if required by written
contract, execuled prior to loss, and where pennissible by law.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
176s2667
City of Kent
220 4th Street South
Kent WA 98032
AUTHORIZED REPRESENTATIVE
ACORD 25 (20161031
The ACORD name and logo are registered marks of ACORD
All rights reserved
Attachment Code : D592023 Master ID: 1347996, Certificate ID: 17652667
City of Kent
220 4lh Street South
Kent WA 98032
IMPORTANT NOTICE
To whom it may concern:
ln our continued effort to provide timely certificate delivery, Lockton Companies is transitioning to
paperless delivery of Certificates of lnsurance going forward.
To ensure future renewals of this certificate, we need your email address. Please contact us via one of the
methods below, referencing Certificate lD 17652667
Emai l: stl- ede live ry@ lockto n.co m
Phone: (866) 728-5657 (toll-free)
lf we do not receive your email address via one of the above methods prior to the client's next
renewal, we will assume you no longer need the certificate.
lf you received this certificate through an internet link where the current certificate is viewable, we have
your email and no further action is needed,
The obove inbox is for collecting emoil addresses for renewal electronic certificate delivery ONLY. You will
not receive a response from this inbox.
Thank you for your cooperation.
Lockton Companies
Lockton Companies
'Iliree CityPlace Dr, Suite 900 / St. Louis, l\4O 63141-7088
3 |4-432-0500 / lockton.com
@rooffoN
Attachment Code : D544456 Certificate ID : 17652667
ENDORSEMENT #
This endorsement, effective 12:01 a.m.,71112021, forms a part of
Policy No. CGD300084906 issued to AEGION CORPORATION
By XL lnsurance America, lnc.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
CANC ELLATION NOTI FICATION TO OTH ERS EN DORSEM ENT
ln the event coverage is cancelled for any statutorily permitted reason, other than nonpayment of
premium,
advanced written notice will be mailed or delivered to person(s) or entity(ies) according to the notification
All other terms and conditions of the Policy remain unchanged
@ 2010 X.L. America, lnc. All Rights
Reserved.
Name of Person(s) or Entity(ies)Mailing Address
Number of Days
Advanced
Notice of
Cancellation:
AS PER SCHEDULE ON FILE WITH
THE COMPANY.
30
txt405 0910
Named lnsured Aegion Corporation
Policy Symbol
ISA
Policy Number
WIS
H2554867A
Policy Period
71112021ro71112022
Effective Date of Endorsement
lssued By (Name of lnsurance Company)
ACE American lnsurance Company
Attachment Code : D543763 Certificate ID : 17652667
NOTICE TO OTHERS ENDORSEMENT SCHEDULE
NOTICE BY INSURED'S REPRESENTATIVE
policy is to be compleied only when this endorsement ls issued subsequent to the preparaiion of
the policy.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
A. lf we cancel this Policy prior to its expiration dale by notice to you or the first Named lnsured for any reason other than
nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to the
persons or organizations listed in the schedule that you or your representative create or maintain (the "Schedule") by
allowing your representative to send such notice to such persons or organizations. This notice will be in addition to our
notice to you or the first Named lnsured, and any other party whom we are required to notify by statute and in
accordance with the cancellation provisions of the Policy.
B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy
notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of coverage.
We have no legal obligation of any kind to any such person(s) or organization(s). The failure to provide advance
notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no obligation or liability
of any kind upon us, our agents or representatives, will not extend any Policy cancellation date and will not negate any
cancellation of the Policy.
C. We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect information
that you or your representative may use.
D. We will only be responsible for sending such notice to your representative, and your representative will ln turn send the
notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date applicable to
the Policy. You will cooperate with us in providing the Schedule, or in causing your representative to provide the
Schedule.
E. This endorsement does not apply ln the event that you cancel the Policy.
All other terms and conditions of this Policy remain unchanged
Authorized Representative
ALL-32686 (01 /1 1 )Page 1 of 1
7 57 Certifrcate lD : 17 652667
Starr lndemnity & Liability Company
Dallas, TX 1-866-51 9-2522
THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT
CAREFULLY.
Notice of Cancellation or Nonrenewal to Designated
Additional lnsured
Policy Number: 1000095154211 Effective Date: 71112021 at 12:01 A.M
Named lnsured: Aegion Corporation
This endorsement modifies insurance provided under the following:
EXCESS LIABILITY POLICY FORM
ADDITIONAL ENTITY RECEIVING NOTICE OF CANCELLATION OR NONRENEWAL
NAME:Where Required By Written Contract
ADDRESS Where Required By Written Contract
CANCELLATION Number of Days Notice: 30
WHEN WE DO NOT RENEW (Nonrenewal)Number of Days Notice: 30
The following is added to the Cancellation Condition, When We Do Not Renew Condition or as amended by
an applicable state cancellation/nonrenewal endorsement:
lf we cancel or do not renew the Named lnsured's policy for any statutorily permitted reason, other than
nonpayment of premium, we will mail written notice of such cancellation or nonrenewal to the additional person or
organization designated in the Schedule above. The Number of Days Notice indicated in the Schedule above is
the minimum number of days we will mail notice to the person or organization designated above before the
effective date of such cancellation or nonrenewal
All other terms and conditions of this Policy remain unchanged
Signed for the Company as of the Effective Date above:
JI*"**6d-\*
, President JSteve Blakey
- j ,/H'{**J € fuin*&n
-ru"n"ri"n i Cinrorrg, 6"."rlr drnr"'i-
Copyright @ C. V. Starr & Company and Starr lndemnity & Liability Company. All rights reserued
lncludes copvrighted material of ISO Properties, lnc., used with its permission,
xs 106 (04/11)Page 1 of 1
Attachment Code : D544740 Certificate ID : 17 652667
Workers' Compensation and Employers' Liability Policy
EndorsementNumberNamed lnsured
AEGION CORPORATION
,17988 EDISON AVENUE
CHESTERFIELD MO 63005 Policy Number
Symboli WLR ltumuer: W1RC67822341 (AOS)
PolicyPeriod
7t1t2021TO 71112022
Effective Date of Endorsement
71112021
nsert to on
lssuedBy (Name of lnsuranceCompany)
lnsurance Co of N rth Am
NOTICE TO OTHERS ENDORSEMENT - SCHEDULE
NOTICE BY INSURED'S REPRESENTATIVE
A. lf we cancel this Policy prior to its expiration date by notice to you or the first Named insured for any reason other
than
nonpayment of premium, we will endeavor, as set out in this endorsement, to send written notice of cancellation, to
the persons or organizations listed in the schedule that you or your representative create or maintain (the "Schedule")
by allowing your representative to send such notice to such persons or organizations. This notice will be in addition
to our notice to you or the first Named lnsured, and any other party whom we are required to notify by statute and in
accordance with the cancellation provisions of the Policy.
B. The notice referenced in this endorsement as provided by your representative is intended only to be a courtesy
notification to the person(s) or organization(s) named in the Schedule in the event of a pending cancellation of
coverage. We have no legal obligation of any kind to any such person(s) or organization(s). The failure to provide
advance notification of cancellation to the person(s) or organization(s) shown in the Schedule will impose no
obligation or liability of any kind upon us, our agents or representatives, will not extend any Policy cancellation date
and will not negate any cancellation of the Policy.
C. We are not responsible for verifying any information in any Schedule, nor are we responsible for any incorrect
information that you or your representative may use.
D. We will only be responsible for sending such notice to your representative, and your representative will in turn send
the notice to the persons or organizations listed in the Schedule at least 30 days prior to the cancellation date
applicable to the Policy. You will cooperate with us in providing the Schedule, or in causing your representative to
provide the Schedule.
E. This endorsement does not apply in the event that you cancel the Policy.
All other terms and conditions of this Policy remain unchanged.
This endorsement is not applicable in the states of M, FL,lD, ME, NC, NJ, NM, TX and Wl
Authorized Representative
wc 99 03 69 (01/11)Page 1 of 1
Attachment Code:D544786 Certificate ID : 17652667
A. Section ll - Who ls An lnsured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury", "property
damage" or "personal and advertising injury"
caused, in whole or in part, by:
1. Your acts or omissions; or
2. The acts or omissions of those acting on your
behalf;
in the performance of your ongoing operations for
the additional insured(s) at the location(s)
designated above.
However:
1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and
2. lf coverage provided to the additional insured
is required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.
COMM ERCIAL GENERAL LIABILITY
cG 20 101219
B. With respect to the insurance afforded to these
additional insureds, the following additional
exclusions apply:
This insurance does not apply to "bodily injury" or
"property damage" occurring after:
1. All work, including materials, parts or
equipment furnished in connection with such
work, on the project (other than service,
maintenance or repairs) to be performed by or
on behalf of the additional insured(s) at the
location of the covered operations has been
completed;or
2. That portion of "your work" out of which the
injury or damage arises has been put to its
intended use by any person or organization
other than another contractor or subcontractor
engaged in performing operations for a
principal as a part of the same project.
POLICY NUMBER: CGD300084906
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - SCHEDULED PERSON OR
ORGANIZATION
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name Of Additional lnsured Person(s)
Or Oroanization(s)Location(s) Of Covered Operations
ANY PERSON OR ORGANIZATION THAT YOU ARE REQUIRED IN
A WRITTEN CONTRACT OR WRITTEN AGREEMENT TO INCLUDE
AS AN ADDITIONAL INSURED PROVIDED THE "BODILY INJURY''
OR "PROPERTY DAMAGE" OCCURS SUBSEQUENT TO THE
EXECUTION OF THE WRITTEN CONTRACT OR WRITTEN
AGREEMENT, INCLUDING INDEMNIFICATION AGREEMENTS.
VARIOUS AS REQUIRED PER WRITTEN CONTRACT
lnformation reouired to comolete this Schedule. if not shown above. will be shown in the
cG 20 10 1219 @ lnsurance Services Office, lnc., 2018 Page 1 of 2
Attachment Code:D544786 Certificate lD : 17652667
C. With respect to the insurance afforded to these
additional insureds, the following is added to
Section lll- Limits Of lnsurance:
lf coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:
1. Required by the contract or agreement; or
2. Available under the applicable limits of
insurance;
whichever is less.
This endorsement shall not increase the
applicable limits of insurance.
Page 2 of 2 @ lnsurance Services Office, lnc., 2018 cG 20 10 1219
Attachment Code : D544786 Certificate ID : 17652667
POLICY NUMBER: CGD300084906
A. Section ll - Who ls An lnsured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury" or
"property damage" caused, in whole or in part, by
"your work" at the location designated and
described in the Schedule of this endorsement
performed for that additional insured and included
in the "products-completed operations hazatd".
However:
1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and
2. lf coverage provided to the additional insured
is required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.
COMMERCIAL GENERAL LIABILITY
cG 20 37 12 19
B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section lll - Limits Of lnsurance:
lf coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:
1. Required by the contract or agreement; or
2. Available under the applicable limits of
insurance;
whichever is less.
This endorsement shall not increase the
applicable limits of insurance.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following
COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COM PLETED OPERATI ONS L IAB I LITY COVERAG E PART
SCHEDULE
Name Of Additional Insured Person(s)
Or Oroanization(s)Location And Descriotion Of Comoleted Ooerations
ANY PERSON OR ORGANIZATION THAT YOU ARE REQUIRED IN A
,VRITTEN CONTRACT OR WRITTEN AGREEMENT TO INCLUDE AS
AN ADDITIONAL INSURED PROVIDED THE "BODILY INJURY" OR.PROPERry DAMAGE" OCCURS SUBSEQUENT TO THE
EXECUTION OF THE WRITTEN CONTRACT ORWRITTEN
qGREEMENT, INCLUDING INDEMNIFICATION AGREEMENTS.
VARIOUS AS REQUIRED PER THE WRITTEN CONTRACT
lnformation reouired to complete this Schedule. if not shown above. will be shown in the
cG 20 37 12 19 @ lnsurance Services Office, lnc., 2018 Page 1 of 1
Attachment Code : D544796 Certificate ID : 77652667
ENDORSEMENT #
This endorsement, effective 12:01 a.m.,71112021, forms a part of
Policy No. CGD300084906 issued to AEGION CORPORATION
By XL lnsurance America, lnc
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
PRIMARY INSURANGE CLAUSE ENDORSEMENT
This endorsement modifies insurance provided under the following
COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATI ONS COVERAGE
PART
It is agreed that to the extent that insurance is afforded to any Additional lnsured under this policy,
this insurance shall apply as primary and not contributing with any insurance carried by such
Additional lnsured, as required by written contract.
All other terms and conditions of this policy remain unchanged
xtL 424 0605
@, 2005, XL America,
lnc.
Attachment Code : D544797 Certif,rcate ID : 17652667
AUTOMATIC ADDITIONAL INSURED ENDORSEMENT
lnsert the policy number. The remainder ls to
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
SECTION ll - LIABILITY COVERAGE, WHO lS AN INSURED is amended to include as an "insured' any person or
organization you are required in a written contract or agreement to name as an Additional lnsured on your policy but only for
"bodily injury" or "property damage" to which this insurance applies if the "accident" is caused by:
1. You, while using a covered "auto" or2. Any other person, while using a covered "auto" with your permission
The insurance provided by this endorsement shall be subject to the following additional condition:
, 1. The Limit of lnsurance provided forthe Additional insured shall not be greaterthan those required by contract and, ln
no event, shall the policy Limits of lnsurance be increased by the contract.
2, All insuring agreements, exclusions, terms and conditions of the policy shall apply to the coverage (s) provided to the
Additional lnsured, and such coverage shall not be enlarged or expanded by reason of the contract.
3. Coverage provided by this endorsement shall be excess over any other valid and collectible insurance available to
the Additional lnsured (s) whether primary, excess, contingent or on any other basis unless the contract specifically
requires that this insurance be primary or you request that it apply on a primary basis prior to loss.
2
Named insured Aegion Corporation
Policy Symbol
ISA
Policy Number
wts H2554867A
lPolicy Period
ltntzozt
ro7t1t2o22 Effective Date of Endorsement
71112021
lssued By (Name of lnsurance Company)
ACE American lnsurance Company
Endorsement Number
57
Named lnsured Aegion Corporation
Policy Period
71112021ro71112022
Effective Date of Endorsement
7t1t2021
Policy Symbol
ISA
Policy Number
WIS
H2554867A
issued By (Name of lnsurance Company)
ACE American lnsurance Company
Attachment Code : D544797 Certificate ID : 17652667
NON.CONTRIBUTORY ENDORSEMENT FOR ADDITIONAL INSUREDS
lnsert the policy number. The remainder of the lnformation is to be completed only when this endorsement is issued subsequent to
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BUSINESS AUTO COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
AUTO DEALERS COVERAGE FORM
Schedule
Organization
Any additional insured with whom you have agreed to provide such non-
contributory insurance, pursuant to and as required under a written contract
executed prior to the date of loss.
Additional lnsured Endorsement
(if no information is filled in, the schedule shall read: "All persons or entities added as additional insureds
through an endorsement with the term "Additional lnsured" in the title)
For organizations that are listed in the Schedule above that are also an Additional lnsured under an endorsement attached
to this policy, the following is added to the Other lnsurance Condition under General Conditions:
lf other insurance is available to an insured we cover under any of the endorsements listed or described above (the
"Additional lnsured") for a loss we cover under this policy, this insurance will apply to such loss on a primary basis and
we will not seek contribution from the other insurance available to the Additional lnsured.
DA-21886b (06/14)Page 1 of 1
Attachment Code : D544792 Certificate ID : 17652667
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS
lnsert the to
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
This Endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
MOTOR CARRIERS COVERAGE FORM
AUTO DEALERS COVERAGE FORM
We waive any right of recovery we may have against the person or organization shown in the Schedule below
because of payments we make for injury or damage arising out of the use of a covered auto. The waiver applies only
to the person or organization shown in the SCHEDULE.
SCHEDULE
Any person or organization against whom you have agreed to waive your right of recovery in a written contract,
provided such contract was executed prior to the date of loss.
Authorized Representative
DA-131'15a (06i14)Page 1 of 1
2
Named lnsured Aegion Corporation
Policy Symbol
ISA
Policy Number
WIS
H25548674
lPolicy Period
ltnnozro7t1t2o22
Effective Date of Endorsement
71112021
lssued By (Name of lnsurance Company)
ACE American lnsurance Company
755 Certificate ID : 17 652667
Starr lndemnity & Liability Company EXCESS LIABILITY
xs 233 (0221)
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
Waiver of Subrogation Endorsement
Policy Number: 10000951 54211 Effective Date: 71112021 at 12:01 A'M'
Named lnsured: Aegion Corporation
This endorsement modifies the insurance coverage form(s) listed below that have been purchased by you and
evidenced as such on the declarations page. Please read the endorsement and respective policy(ies)carefully
EXCESS LIABILITY POLICY
It is hereby agreed that SECTION lV. CONDITIONS, K. Transfer of Rights of Recovery Against Others to Us
is amended to include the following:
SCHEDULE
Name Of Person(s) Or Organization(s):
Where required by written contract.
lnformation required to complete this Schedule, if not shown above, will be shown in the
Declarations.
We waive any right of recovery against the person(s) or organization(s) shown in the Schedule
above because of payments we make under this Policy. Such waiver by us applies only to the
extent that the insured has waived its right of recovery against such person(s) or organization(s)
prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the
Schedule above.
All other terms and conditions of this Policy remain unchanged
Copyright @ Statr lndemnity & Liability Company. All rights reserved.
lncludes copyrighted material of lnsurance Seruices Office, lnc., with its permission.
xs 233 (0221)Page 1 of 1
Attachment Code : D544819 Certificate ID : 17652667
POLICY N U MBER:CGD300084906 COMM ERCIAL GENERAL LIABI LITY
cG 24 0412'19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY
AGATNST OTHERS TO US (WATVER OF SUBROGATION)
This endorsement modifies insurance provided under the following
COMMERCIAL GENERAL LIABILITY COVERAGE PART
ELECTRONIC DATA LIABILITY COVERAGE PART
LIQUOR LIABILITY COVERAGE PART
POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES
POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES
PRODUCTS/COM P LETED OPERATI ONS LIAB I LITY COVERAG E PART
RAILROAD PROTECTIVE LIABILITY COVERAGE PART
UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS
SCHEDULE
Name Of Person(s) Or Organization(s):
Where required by written contract or agreement executed prior to loss (except where not permitted by law)
lnformation required to complete this Schedule, if not shown above, will be shown in the Declarations
The following is added to Paragraph 8. Transfer Of
Rights Of Recovery Against Others To Us of
Section lV - Conditions:
We waive any right of recovery against the person(s)
or organization(s) shown in the Schedule above
because of payments we make under this Coverage
Part. Such waiver by us applies only to the extent that
the insured has waived its right of recovery against
such person(s) or organization(s) prior to loss. This
endorsement applies only to the person(s) or
organization(s) shown in the Schedule above.
cG 24 04 12',19 @ lnsurance Services Office, lnc., 2018 Page 1 of 1
Attachment Code : D544826 CertificateID :17652667
Workers'Gom and E Liab Pol
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not
enforce our right against the person or organization named in the Schedule. This agreement applies only to the
extent that you perform work under a written contract that requires you to obtain this agreement from us.
This agreement shall not operate directly or indirectly to benefit any one not named in the Schedule.
Schedule
ANY PERSON OR ORGANTZAT]ON AGAINST WHOM YOU HAVE AGREED TO WAIVE
YOUR RIGHT OF RECOVERY IN A WRITTEN CONTRACT, PROV]DED SUCH CONTRACT
WAS EXECUTED PRIOR TO THE DATE OF LOSS.
For the sfafes of CA, UT, TX, refer to state specific endorsements.
This endorsement is not applicable in KY, NH, and NJ.
The endorsement does not apply to policies in Missouri where the employer is in the construction group of
code classifications. According to Section 287.150(6) of the Missouri statutes, a contractual provision
purporting to waive subrogation rights against public policy and void where one party to the contract is an
employer in the construction group of code classifications.
For Kansas, use of this endorsement is limited by the Kansas Fairness in Private Construction Contract Act(K.S.A.
16-1801 through 16-1807 and any amendments thereto) and the Kansas Fairness in Public Gonstruction Contract
Act(KS.A 16.1901 through 16-1908 and any amendments thereto). According to the Acts a provision in a contract
for private or public construction purporting to waive subrogation rights for losses or claims covered or paid by
liability or workers compensation insurance shall be against public policy and shall be void and unenforceable
except that, subject to the Acts, a contract may require waiver of subrogation for losses or claims paid by a
consolidated or wrap-up insurance program.
AuftorizedAqent
AEGION CORPORATION
17988 EDISON AVENUE
CHESTERFIELD MO 63005 Number. WLRC67822341
U
Number
WLR
Policy Period
71112021TO 7t1t2022
Effective Date of Endorsement
trrzozt
lssued By (Name of lnsurance Company)
INDEMNITY INS. CO. OF NORTH AMERICA
tnsen tne polrcy numDer. tne remarnoer or me rnrormaton rs to De compreleo only wnen Inr enoorsemenr rs rssueo suosequenr ro rne preparauon oT rne poilcy.
vv\,UUuJ lJ(llluc,,uu uopyngnr 1v65-zu1 / r\auonar I on Uompensator' lnsurance, lnc. Al l-{rgnts
2021 Storm Sewer CIPP Lining/Leyrer May 24, 2021
Project Number: 21-3022.2
KENT SPECIAL PROVISIONS
TABLE OF CONTENTS
PAGE
DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1
1-01 Definitions and Terms ...................................................... 1-1
1-02 Bid Procedures and Conditions .......................................... 1-2
1-03 Award and Execution of Contract....................................... 1-5
1-04 Scope of the Work .......................................................... 1-5
1-05 Control of Work .............................................................. 1-7
1-06 Control of Material .......................................................... 1-11
1-07 Legal Relations and Responsibilities to the Public ................. 1-14
1-08 Prosecution and Progress ................................................. 1-20
1-09 Measurement and Payment .............................................. 1-24
1-10 Temporary Traffic Control ................................................ 1-25
DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY
SEWERS, WATER MAINS, AND CONDUITS .............. 7-1
7-04 Storm Sewers ................................................................ 7-1
7-17 Sanitary Sewers ............................................................. 7-1
7-23 Cured in Place Pipe Lining ................................................ 7-6
DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1
8-01 Erosion Control and Water Pollution Control ........................ 8-1
8-02 Roadside Restoration ....................................................... 8-8
DIVISION 9 MATERIALS ............................................................ 9-1
9-05 Drainage Structures and Culverts ...................................... 9-1
9-14 Erosion Control and Roadside Planting ............................... 9-4
TRAFFIC CONTROL PLANS .............................................................. A-1
PREVAILING WAGE RATES .............................................................. A-2
2021 CIPP Lining/Leyrer 1 - 1 May 24, 2021
Project Number: 21-3022.2
KENT SPECIAL PROVISIONS
The Kent Special Provisions (“Kent Special Provisions” or “KSP”) modify and supersede
any conflicting provisions of the 2021 Standard Specifications for Road, Bridge, and
Municipal Construction, as prepared by the Washington State Department of
Transportation and the Washington State Chapter of the American Public Works
Association, including all published amendments issued by those organizations
(“WSDOT Standard Specifications”). Otherwise all provisions of the WSDOT Standard
Specifications shall apply. All references in the WSDOT Standard Specifications to the
State of Washington, its various departments or directors, or to the contracting
agency, shall be revised to include the City and/or City Engineer, except for references
to State statutes or regulations. Finally, all of these documents are a part of this
contract.
DIVISION 1 – GENERAL REQUIREMENTS
1-01 DEFINITIONS AND TERMS
SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-01.1 General
When these Kent Special Provisions make reference to a “Section,” for
example, “in accordance with Section 1-01,” the reference is to the
WSDOT Standard Specifications as modified by these Kent Special
Provisions.
SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-01.2(2) Items of Work and Units of Measurement
EA Each
Eq. Adj. Equitable Adjustment
FA Force Account
HR Hour
M GAL Thousand gallons
NIC Not In Contract
SF Square Feet
SECTION 1-01.3, “CONTRACT” DEFINITION, IS DELETED AND REPLACED
WITH THE FOLLOWING:
1-01.3 Definitions
Contract
The written agreement between the Contracting Agency and the
Contractor. It describes, among other things:
1. What work will be done, and by when;
2. Who provides labor and materials; and
2021 CIPP Lining/Leyrer 1 - 2 May 24, 2021
Project Number: 21-3022.2
3. How Contractors will be paid.
The Contract includes the Contract (agreement) Form, Bidder’s
completed Proposal Form, Kent Special Provisions, Contract Provisions,
Contract Plans, WSDOT Standard Specifications (also including
amendments to the Standard Specifications issued by WSDOT as of the
later date of bid advertisement or any subsequent addenda), Kent
Standard Plans, Addenda, various certifications and affidavits,
supplemental agreements, change orders, and subsurface boring logs
(if any).
Also incorporated in the Contract by reference are:
1. Standard Plans (M21-01) for Road, Bridge and Municipal
Construction as prepared by the Washington State Department of
Transportation and the American Public Works Association, current
edition;
2. Manual on Uniform Traffic Control Devices for Streets and
Highways, current edition, and;
3. American Water Works Association Standards, current edition;
4. The current edition of the “National Electrical Code.”
Responsibility for obtaining these publications rests with the Contractor.
SECTION 1-01.3, “DEFINITIONS” IS SUPPLEMENTED BY ADDING THE
FOLLOWING DEFINITION:
Incidental Work
The terms “incidental to the project,” “incidental to the involved bid
item(s),” etc., as used in the Contract shall mean that the Contractor is
required to complete the specified work and the cost of such work shall
be included in the unit contract prices of other bid items as specified in
Section 1-04.1 (Intent of the Contract). No additional payment will be
made.
1-02 BID PROCEDURES AND CONDITIONS
SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.1 Qualification of Bidders
Bidders shall be qualified by ability, experience, financing, equipment,
and organization to do the work called for in the Contract. The City
reserves the right to take any action it deems necessary to ascertain
the ability of the Bidder to perform the work satisfactorily. This action
includes the City’s review of the qualification information in the bid
documents. The City will use this qualification data in its decision to
determine whether the lowest responsive bidder is also responsible and
able to perform the contract work. If the City determines that the
lowest bidder is not the lowest responsive and responsible bidder, the
City reserves its unqualified right to reject that bid and award the
2021 CIPP Lining/Leyrer 1 - 3 May 24, 2021
Project Number: 21-3022.2
contract to the next lowest bidder that the City, in its sole judgment,
determines is also responsible and able to perform the contract work
(the “lowest responsive and responsible bidder”).
SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.2 Plans and Specifications
Upon awarding the Contract, the City will supply to the Contractor, for
its own use, up to ten (10) copies of the plans and specifications. If the
Contractor requests more than ten (10) copies, the City may require
the Contractor to purchase the additional sets.
SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.5 Proposal Forms
Prospective bidders may obtain Bid Documents including a “Bid
Proposal” for the advertised project by downloading at no charge at
KentWA.gov/doing-business/bids-procurement; however, a prospective
bidder remains responsible to obtain Bid Documents, even if unable to
download all or any part of the documents, whether or not inability to
access is caused by the bidder’s or the City’s technology.
SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-02.6 Preparation of Proposal
It is the Bidder’s sole responsibility to obtain and incorporate all issued
addenda into the bid. In the space provided on the Proposal Signature
Page, the Bidder shall confirm that all Addenda have been received. All
blanks in the proposal forms must be appropriately filled in.
SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE
LAST PARAGRAPH:
Proposals must contain original signature pages. FACSIMILES OR
OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE
AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS.
SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.7 Bid Deposit
A deposit of at least 5 percent of the total Bid shall accompany each
Bid. This deposit may be cash, cashier’s check, or a proposal bond
(Surety bond). Any proposal bond shall be on the City’s bond form and
shall be signed by the Bidder and the Surety. A proposal bond shall not
be conditioned in any way to modify the minimum 5-percent required.
The Surety shall: (1) be registered with the Washington State
Insurance Commissioner, and (2) appear on the current Authorized
2021 CIPP Lining/Leyrer 1 - 4 May 24, 2021
Project Number: 21-3022.2
Insurance List in the State of Washington published by the Office of the
Insurance Commissioner.
The failure to furnish a Bid deposit of a minimum of 5 percent with the
Bid shall make the Bid nonresponsive and shall cause the Bid to be
rejected by the Contracting Agency.
SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.9 Delivery of Proposal
All bids must be sealed and delivered in accordance with the “Invitation
to Bid.” Bids must be received at the City Clerk’s office by the stated
time, regardless of delivery method, including U.S. Mail.
SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.10 Withdrawing, Revising, or Supplementing Proposal
After submitting a Bid Proposal to the Contracting Agency, the Bidder
may withdraw or revise it if:
1. The Bidder submits a written request signed by an authorized
person, and
2. The Contracting Agency receives the request before the time for
opening Bids.
The original Bid Proposal may be revised and resubmitted as the official
Bid Proposal if the Contracting Agency receives it before the time for
opening Bids.
SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.11 Combination and Multiple Proposals
No person, firm or corporation shall be allowed to make, file, or be
interested in more than one bid for the same work unless alternate bids
are specifically called for; however, a person, firm, or corporation that
has submitted a subproposal to a bidder, or that has quoted prices of
materials to a bidder is not disqualified from submitting a subproposal
or quoting prices to other bidders or from making a prime proposal.
SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM
1(a) WITH THE FOLLOWING:
1-02.13 Irregular Proposals
a. The bidder is not prequalified when so required.
SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH
THE FOLLOWING:
2021 CIPP Lining/Leyrer 1 - 5 May 24, 2021
Project Number: 21-3022.2
1-02.14 Disqualification of Bidders
3. The bidder is not qualified for the work or to the full extent of the
bid.
1-03 AWARD AND EXECUTION OF CONTRACT
SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE SECOND PARAGRAPH IN THAT SECTION:
1-03.1 Consideration of Bids
The City also reserves the right to include or omit any or all schedules
or alternates of the Proposal and will award the Contract to the lowest
responsive, responsible bidder based on the total bid amount, including
schedules or alternates selected by the City.
SECTION 1-03.2 IS REVISED BY REPLACING “45 CALENDAR DAYS” WITH “60
CALENDAR DAYS” RELATING TO CONTRACT AWARD OR BID REJECTION.
1-03.2 Award of Contract
SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-03.3 Execution of Contract
No claim for delay shall be granted to the Contractor due to its failure
to submit the required documents to the City in accordance with the
schedule provided in these Kent Special Provisions.
SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-03.7 Judicial Review
Any decision made by the City regarding the award and execution of
the contract or bid rejection shall be conclusive subject to the scope of
judicial review permitted under Washington State Law. Such review, if
any, shall be timely filed in the King County Superior Court, located in
Kent, Washington.
1-04 SCOPE OF THE WORK
1-04.1 Intent of the Contract
SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.1(2) Bid Items Not Included in the Proposal
The Contractor shall include all costs of doing the work within the bid
item prices. If the contract plans, contract provisions, addenda, or any
other part of the contract require work that has no bid item price in the
proposal form, the entire cost of labor and materials required to
2021 CIPP Lining/Leyrer 1 - 6 May 24, 2021
Project Number: 21-3022.2
perform that work shall be incidental and included with the bid item
prices in the contract.
SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, “KENT SPECIAL
PROVISIONS, KENT STANDARD PLANS” FOLLOWING THE WORDS,
“CONTRACT PROVISIONS” IN THE FIRST SENTENCE OF THE FIRST
PARAGRAPH.
SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE
SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS:
1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
1. Approved Change Orders
2. The Contract Agreement
3. Kent Special Provisions
4. Contract Plans
5. Amendments to WSDOT Standard Specifications
6. WSDOT Standard Specifications
7. Kent Standard Plans
8. WSDOT Standard Plans
SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH
(INCLUDING SUBPARAGRAPHS A AND B).
1-04.4 Changes
SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND
REPLACING IT WITH THE FOLLOWING:
For Item 2, increases or decreases in quantity for any bid item shall be
paid at the appropriate bid item contract price, including any bid item
increase or decrease by more than 25 percent from the original planned
quantity.
SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT
TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING:
Within 14 calendar days of delivery of the change order the Contractor
shall endorse and return the change order, request an extension of time
for endorsement or respond in accordance with Section 1-04.5. The
Contracting Agency may unilaterally process the change order if the
Contractor fails to comply with these requirements. Changes normally
noted on field stakes or variations from estimated quantities, will not
require a written change order. These changes shall be made at the
unit prices that apply. The Contractor shall respond immediately to
changes shown on field stakes without waiting for further notice.
SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.6 Variation in Estimated Quantities
2021 CIPP Lining/Leyrer 1 - 7 May 24, 2021
Project Number: 21-3022.2
Payment to the Contractor will be made only for the actual quantities of
Work performed and accepted in conformance with the Contract.
SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.9 Use of Private Properties
Staging and storage locations needed for the Project must be properly
permitted for that use.
Limits of construction are indicated or defined on the plans. The
Contractor shall confine all construction activities within these limits. If
the Contractor selects its own staging and storage area(s), it is the
Contractor’s sole responsibility to obtain all necessary
permits/approvals to use the private property, specifically including,
without limitation, all permits or approvals subject to State
Environmental Policy Act, Shoreline Management Act, and critical areas
regulations. Before using any property as a staging or storage area (or
for any other use), the Contractor shall thoroughly investigate the
property for the presence of critical areas, buffers of critical areas, or
other regulatory restrictions as defined in Kent City Code, county, state
or federal regulations, and the Contractor shall provide the City written
documentation that the property is not subject to other regulatory
requirements or that the Contractor has obtained all necessary rights of
entry, permits and approvals needed to use the property as the
Contractor intends.
Upon vacating the private property, the Contractor shall provide the
City written verification that it has obtained all releases and/or
performed all mitigation work as required by the conditions of the
permit/approval and/or agreement with the property owner.
The Contractor shall not be entitled to additional compensation or an
extension of the time of completion of the Contractor for any work
associated with the permitting, mitigation or use of private property.
SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.11 Final Cleanup
2.Remove from the project all unapproved and/or unneeded material
left from grading, surfacing, paving, or temporary erosion control
measures.
1-05 CONTROL OF WORK
SECTION 1-05.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.7 Removal of Defective and Unauthorized Work
2021 CIPP Lining/Leyrer 1 - 8 May 24, 2021
Project Number: 21-3022.2
If the Contractor fails to remedy defective or unauthorized work within
the time specified by the Engineer, or fails to perform any part of the
work required by the contract, the Engineer may provide the Contractor
written notice establishing a date after which the City will correct and
remedy that work by any means that the Engineer may deem
necessary, including the use of City forces or other contractors.
If the Engineer determines that the Contractor’s failure to promptly
correct any defective or any unauthorized work creates a situation that
could be potentially unsafe or might cause serious risk of loss or
damage to the public, the Engineer may have the defective and
unauthorized work corrected immediately, have the rejected work
removed and replaced, or have the work the Contractor refuses to
perform completed by using City or other forces.
Direct and indirect costs incurred by the City attributable to correcting
and remedying defective or unauthorized work, or work the Contractor
failed or refused to perform, shall be paid by the Contractor. Payment
may be deducted by the Engineer from monies due, or to become due,
the Contractor. Direct and indirect costs shall include, without
limitation, compensation for additional professional services required,
compensation and engineering and inspection services required, and
costs for repair and replacement of work of others destroyed or
damaged by correction, removal, or replacement of the Contractor’s
unauthorized work.
No increase in contract time or compensation will be allowed because of
the delay in the performance of the work attributable to the exercise of
the City’s rights provided by this section nor shall the exercise of this
right diminish the City’s right to pursue any other remedy available
under law with respect to the Contractor’s failure to perform the work
as required.
SECTION 1-05.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SUBSECTION:
1-05.9 Equipment
1-05.9(1) Operational Testing
It is the intent of the City 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 of signal systems, building 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. In the event the contract does not specify
2021 CIPP Lining/Leyrer 1 - 9 May 24, 2021
Project Number: 21-3022.2
testing time periods, the default testing time period shall be twenty-one
(21) calendar days.
During and following the test period, the Contractor shall correct any
items of workmanship, materials, or equipment that 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 various contract bid item prices unless specifically set forth
otherwise in the contract.
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.
SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-05.10 Guarantees
In addition to any other warranty or guarantee provided for at law or in
the parties’ contract, the Contractor shall furnish to the Contracting
Agency any guarantee or warranty furnished as a customary trade
practice in connection with the purchase of any equipment, materials,
or items incorporated into the project.
Upon receipt of written notice of any required corrective work, the
Contractor shall pursue vigorously, diligently, and without disrupting
city facilities, the work necessary to correct the items listed in the
notice. Approximately sixty (60) calendar days prior to the one year
anniversary of final acceptance, the Contractor shall be available to tour
the project, with the Engineer, in support of the Engineer’s effort to
establish a list of corrective work then known and discovered.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE FIRST PARAGRAPH:
1-05.13 Superintendents, Labor, and Equipment of Contractor
Within ten (10) days of contract award, the Contractor shall designate
the Contractor's project manager and superintendent for the contract
work.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2021 WSDOT
STANDARD SPECIFICATIONS):
2021 CIPP Lining/Leyrer 1 - 10 May 24, 2021
Project Number: 21-3022.2
If at any time during the contract work, the Contractor elects to replace
the contract manager or superintendent, the Contractor shall only do so
after obtaining the Engineer's prior written approval.
THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE
FOLLOWING:
Whenever the City evaluates the Contractor’s qualifications or
prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City
may take these or other Contractor performance reports into account.
SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.14 Cooperation With Other Contractors
Details of known projects are as follows:
The Contractor shall coordinate with City’s contractor for the 2021
Asphalt Overlays project.
SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-05.16 Water and Power
The Contractor shall make necessary arrangements, and shall bear the
costs for power necessary for the performance of the work.
The City will make water necessary for the performance of the work
available to the Contractor from the City water system. All water shall
be drawn from City of Kent owned hydrants. The exact hydrants to be
used will be determined by the City at the pre-construction meeting.
The Contractor shall obtain a hydrant meter and permit from the City
Maintenance Shop located at 5821 South 240th Street 253-856-5600 to
measure the quantities of water used. Hydrant wrenches are also
available at the City Maintenance Shops at the Contractors option. No
additional deposit is required for the hydrant wrench.
Prior to issuance of the hydrant meter (and wrench if applicable) and
permit, the Contractor shall make a hydrant meter deposit to the City
Customer Service Division located on the first floor of the Centennial
Center at 400 West Gowe Street 253-856-5200. The said deposit is
refundable provided the Contractor returns the hydrant meter (and
wrench if applicable) to the City Maintenance Shops undamaged.
A Contractor provided gate valve shall be installed on the hose
side of the hydrant meter with which to control water flow.
2021 CIPP Lining/Leyrer 1 - 11 May 24, 2021
Project Number: 21-3022.2
The Contractor shall use the minimum amount of water required
for the performance of the work. The Contractor shall prevent
any unauthorized water use.
The hydrant meter permit duration is two (2) months. At the end of the
permit duration, the Contractor shall deliver the hydrant meter (and
wrench if applicable) to the City Maintenance Shops for reading. If the
Contractor requires another hydrant meter and permit at the time a
meter is returned to the City Maintenance Shops, Contractor shall
request a meter and one will be provided. An additional meter deposit
will not be required. The Contractors initial hydrant meter deposit shall
be transferred to the new meter issued.
1-05.17 Oral Agreements
No oral agreement or conversation with any officer, agent, or employee
of the City, either before or after execution of the contract, shall affect
or modify the terms or obligations contained in any of the documents
comprising the contract. Such oral agreement or conversation shall be
considered unofficial information and in no way binding upon the City,
unless subsequently recorded and/or put in writing and signed by an
authorized agent of the City.
1-06 CONTROL OF MATERIAL
1-06.2 Acceptance of Materials
SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY.
1-06.2(2) Statistical Evaluation of Materials for Acceptance
SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-06.7 Submittals
1-06.7(1) Submittal Procedures
All information submitted by the Contractor shall be clear, sharp, high
contrast copies. Contractor shall accompany each submittal with a letter
of transmittal containing the following information:
1. Contractor’s name and the name of Subcontractor or supplier who
prepared the submittal.
2. The project name and identifying number.
3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.).
Each resubmittal shall include the original number with a
sequential alpha letter added (1A, 1B, 1C, etc.).
4. Description of the submittal and reference to the Contract
requirement or technical specification section and paragraph
number being addressed.
5. Bid item(s) where product will be used.
2021 CIPP Lining/Leyrer 1 - 12 May 24, 2021
Project Number: 21-3022.2
1-06.7(2) Schedule of Submittals
The Contractor shall create and submit three (3) copies of a schedule of
submittals showing the date by which each submittal required for
product review or product information will be made. The schedule can
be modified, deducted, or added to by the City. The schedule shall be
available at the preconstruction conference (see 1-08.0 of the Kent
Special Provisions). The schedule of submittals must be accepted prior
to the City making the first progress payment. The schedule shall
identify the items that will be included in each submittal by listing the
item or group of items and the Specification Section and paragraph
number and bid item under which they are specified. The schedule shall
indicate whether the submittal is required for product review of
proposed equivalents, shop drawings, product data or samples or
required for product information only.
The Contractor shall allow a minimum of 21 days for the Engineer’s
review of each submittal or resubmittal. All submittals shall be in
accordance with the approved schedule of submittals. Submittals shall
be made early enough to allow adequate time for manufacturing,
delivery, labor issues, additional review due to inadequate or
incomplete submittals, and any other reasonably foreseeable delay.
1-06.7(3) Shop Drawings, Product Data, and Samples
The Contractor shall submit the following for the Engineer’s review:
1. Shop Drawings: Submit an electronic copy or three paper copies.
Submittals will be marked, stamped and returned to the
Contractor. The Contractor shall make and distribute any required
copies for its superintendent, subcontractors and suppliers.
2. Product Data: Submit an electronic copy or three paper copies.
Submittals will be marked, stamped and returned to the
Contractor. The Contractor shall make and distribute any required
copies for its superintendent, subcontractors and suppliers.
3. Samples: Submit three labeled samples or three sets of samples
of manufacturer’s full range of colors and finishes unless otherwise
directed. One approved sample will be returned to the Contractor.
Content of submittals:
1. Each submittal shall include all of the items required for a
complete assembly or system.
2. Submittals shall contain all of the physical, technical and
performance data required to demonstrate conclusively that the
items comply with the requirements of the Contract.
3. Each submittal shall verify that the physical characteristics of items
submitted, including size, configurations, clearances, mounting
points, utility connection points and service access points, are
suitable for the space provided and are compatible with other
interrelated items.
2021 CIPP Lining/Leyrer 1 - 13 May 24, 2021
Project Number: 21-3022.2
4. The Contractor shall label each Product Data submittal, Shop
Drawing or Sample with the bid item number and, if a lump sum
bid item, provide a reference to the applicable KSP paragraph. The
Contractor shall highlight or mark every page of every copy of all
Product Data submittals to show the specific items being submitted
and all options included or choices offered.
The City encourages a creative approach to complete a timely,
economical, and quality project. Submittals that contain deviations from
the requirements of the Contract shall be accompanied by a separate
letter explaining the deviations. The Contractor’s letter shall:
1. Cite the specific Contract requirement including the Specification
Section bid item number and paragraph number for which approval
of a deviation is sought.
2. Describe the proposed alternate material, item or construction,
explain its advantages, and explain how the proposed alternate
meets or exceeds the Contract requirements.
3. State the reduction in Contract Price, if any, which is offered to the
City.
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed deviation with or without cause.
The Engineer will stamp and mark each submittal prior to returning it to
the Contractor. The stamps will indicate one of the following:
1. “APPROVED AS SUBMITTED” – Accepted subject to its compatibility
with the work not covered in this submission. This response does
not constitute approval or deletion of specified or required items
not shown in the partial submission.
2. “APPROVED AS NOTED” – Accepted subject to minor corrections
that shall be made by the Contractor and subject to its
compatibility with the work not covered in this submission. This
response does not constitute approval or deletion of specified or
required items not shown in the partial submission. No
resubmission is required.
3. “AMEND AND RESUBMIT” – Rejected because of major
inconsistencies, errors or insufficient information that shall be
resolved or corrected by the Contractor prior to subsequent re-
submittal. An amended resubmission is required.
Re-submittals that contain changes that were not requested by the
Engineer on the previous submittal shall note all changes and be
accompanied by a letter explaining the changes.
1-06.7(4) Proposed Equivalents
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed equivalent with or without cause.
2021 CIPP Lining/Leyrer 1 - 14 May 24, 2021
Project Number: 21-3022.2
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.2 State Taxes
SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax
Without waiving the Contractor’s obligation to understand and apply
these tax rules correctly, the City has indicated those parts of the
project that are subject to use tax under Section 1-07.2(1) in the
proposal bid items.
SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax
Without waiving the Contractor’s obligation to understand and apply
these tax rules correctly, the City has indicated those parts of the
project that are subject to retail sales tax under Section 1-07.2(2) in
the proposal bid items.
SECTION 1-07.4(2) IS SUPPLEMENTED BY INSERTING THE FOLLOWING
BEFORE THE FIRST PARAGRAPH:
1-07.4(2) Health Hazards
The Contractor shall take precautions and perform any necessary Work
required to provide and maintain a safe and healthful jobsite for all
workers and the public for the duration of the project in accordance
with all applicable laws and contract requirements.
Nothing required by this Specification shall operate as a waiver of the
Contractor’s responsibility for taking all steps necessary to ensure the
safety of the public under Section 1-07.23 or responsibility for liability
and damages under Section 1-07.14 or for any other responsibility
under the Contract or as may be required by law.
Health and Safety Plan
The Contractor shall prepare a written Health and Safety Plan. The plan
shall be prepared under the supervision of a certified industrial
hygienist and shall incorporate all required County, State, and Federal
health and safety provisions. The plan shall include requirements of the
Federal Occupational Safety and Health Act of 1970 (OSHA), all
amendments, and all other applicable health regulations.
Preparation of the Health and Safety Plan shall include an initial site
assessment by the industrial hygienist and safe resin handling
procedures. The plan shall be submitted to the Engineer prior to the
pre-construction conference (see KSP 1-08.0). At least one copy of the
2021 CIPP Lining/Leyrer 1 - 15 May 24, 2021
Project Number: 21-3022.2
plan shall be posted at the work site. The industrial hygienist shall
perform one or more follow-up site assessments as needed to approve
the site following completion of the site cleanup.
SECTION 1-07.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-07.4(3) COVID-19 Job Site Requirements
Before commencing any work on the Project site, the Contractor shall
develop and post at each job site a comprehensive COVID-19 exposure
control, mitigation, and recovery plan that complies with the Phase 1
Construction Restart COVID-19 Job Site Requirements issued by the
Governor, or subsequent modifications or phase amendments as the
Governor may issue. Contractor must further meet and maintain all
requirements of the plan, including providing materials, schedules, and
equipment required to comply with those job site requirements or any
future adjustments that may be made to job site requirements by the
Governor or any applicable federal or state agency during the COVID-
19 emergency.
A copy of the COVID-19 job site safety plan, along with the
identification and contact information for the COVID-19 Supervisor,
shall be provided to the Engineer.
1-07.4(4) Measurement
“Health and Safety Plan” shall be measured by lump sum.
1-07.4(5) Payment
The lump sum unit contract price for “Health and Safety Plan” shall be
full payment for all Work associated with the preparation and
implementation of the Health and Safety Plan including the initial and
follow up assessment(s) for material handling, site cleanup, worker
training, personal protective equipment, and providing required
notifications.
SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH BEFORE THE FIRST PARAGRAPH:
1-07.6 Permits and Licenses
The City has obtained the following permits: None
SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPHS AFTER THE LAST PARAGRAPH:
A copy of each permit and/or license obtained by the Contractor shall
be furnished to the City. Approved permits shall be furnished to the City
upon completion of the project and prior to final acceptance.
2021 CIPP Lining/Leyrer 1 - 16 May 24, 2021
Project Number: 21-3022.2
The Contractor shall promptly notify the City in writing of any variance
in the contract work arising from the issuance of any permit.
1-07.9 Wages
SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH AFTER THE SIXTH PARAGRAPH:
1-07.9(1) General
To the extent allowed by law, the wage rates that will be in effect
during the entire contract work period are those in effect on the day of
bid opening, unless the City does not award the Contract within six
months of the bid opening.
SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
FOLLOWING:
1-07.9(3) Apprentices
All contracts with an estimated construction cost greater than
$1,000,000 (one million dollars) shall require that no less than 15
percent of the labor hours performed by workers subject to prevailing
wages employed by the contractor or its subcontractors be performed
by apprentices enrolled in a state-approved apprenticeship program.
Definitions
For the purposes of this specification, the following definitions apply:
1. Apprentice Utilization Requirement is expressed as a percentage of
the project Labor Hours performed by Apprentices.
2. Labor Hours are the total hours performed by all workers receiving
an hourly wage who are directly employed on the project site
including hours performed by workers employed by the prime
Contractor and all Subcontractors. Labor Hours do not include
hours performed by foremen, superintendents, owners, and
workers who are not subject to prevailing wage requirements.
3. Apprentice is a person enrolled in a State-approved Apprenticeship
Training Program.
4. State-approved Apprenticeship Training Program is an
apprenticeship training program approved by the Washington
State Apprenticeship Council.
5. Good Faith Effort is a demonstration that the Contractor has
strived to meet the Apprenticeship Utilization Requirement
including but not necessarily limited to the specific steps as
described elsewhere in this specification.
Plan
The Contractor shall submit an “Apprentice Utilization Plan” within 30
calendar days of Notice of Award, demonstrating how they intend to
achieve the Apprentice Utilization Requirement. The plan shall be
updated and resubmitted as appropriate as the Work progresses. The
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Project Number: 21-3022.2
intent is to provide the City with enough information to track progress
in meeting the utilization requirements.
Reporting
The Contractor shall submit a “Monthly Apprentice Reporting Form” on
a monthly basis. The report shall be submitted to the City by the last
working day of the subsequent month, until the Physical Completion
Date. The date reported shall be cumulative to date and consolidated to
include the Contractor and all Subcontractors. At the Contractor’s
request, the Engineer may suspend this reporting requirement during
periods of minimal or no applicable work activities on the project. The
Contractor shall submit documentation of their Good Faith Effort if: (1)
they are unable to provide a plan demonstrating how they intend to
meet the Apprentice Utilization Requirement; or (2) the project has
been completed without meeting the Apprentice Utilization
Requirement.
Contacts
The Contractor may obtain information on State-approved
Apprenticeship Training Programs by contacting the Department of
Labor and Industries at: Specialty Compliance Services Division,
Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or
by phone at (360) 902-5320.
Compliance
In the event that the Contractor is unable to accomplish the Apprentice
Utilization Requirement, the Contractor shall demonstrate that a Good
Faith Effort has been made as described within this specification. Failure
to comply with the requirements as specified is subject to penalties for
noncompliance as set forth in KCC 6.01.030(E).
Good Faith Efforts
In fulfilling the Good Faith Effort, the Contractor shall perform and,
when appropriate, require its Subcontractors to perform the following
steps:
1. Solicit Apprentice(s) from State-approved Apprenticeship Training
Program(s).
2. Document the solicitation and, in the event Apprentice(s) are not
available, obtain supporting documentation from the solicited
program(s).
3. Demonstrate that the plan was updated as required within this
specification.
4. Provide documentation demonstrating what efforts the Contractor
has taken to require Subcontractors to solicit and employ
Apprentice(s).
In the event that the preceding steps have been followed, the
Contractor may also supplement the Good Faith Efforts documentation
with the following documentation:
2021 CIPP Lining/Leyrer 1 - 18 May 24, 2021
Project Number: 21-3022.2
5. Submit documentation demonstrating successful Apprentice
utilization on previous contracts.
6. Submit documentation indicating company-wide Apprentice
utilization efforts and percentages of attainment.
Payment
Compensation for all costs involved with complying with the conditions
of this specification is included in payment for the associated Contract
items of work.
1-07.13 Contractor’s Responsibility for Work
SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF
THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH.
1-07.13(4) Repair of Damage
SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING TO THE
BEGINNING OF THAT SECTION:
1-07.14 Responsibility for Damage
To the extent a conflict exists between the terms of this Section
1-07.14 and Section 5 of the Contract, the terms of the Contract will
control. Any reference to the State, Governor, Commission, Secretary,
or all officers and employees of the State also will include the City, its
officers and employees.
1-07.15 Temporary Water Pollution Prevention
SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
AFTER THE LAST PARAGRAPH:
1-07.15(1) Spill Prevention, Control, and Countermeasures Plan
The lump sum payment item for the “SPCC Plan” is for all costs
associated with creating and updating the accepted SPCC Plan, and all
costs associated with the setup of prevention measures and for
implementing the current SPCC Plan as required by this Specifications.
SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO
THE END OF THE SECOND PARAGRAPH:
1-07.17 Utilities and Similar Facilities
If a utility is known to have or suspected of having underground
facilities within the area of the proposed excavation and that utility is
not a subscriber to the utilities underground location center, the
Contractor shall give individual notice to that utility within the same
time frame prescribed in RCW 19.122.030 for subscriber utilities.
2021 CIPP Lining/Leyrer 1 - 19 May 24, 2021
Project Number: 21-3022.2
SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-07.17(3) Utility Markings
Once underground utilities are marked by the utility owner or its agent,
and/or once new underground facilities have been installed by the
Contractor, the Contractor/excavator is responsible to determine the
precise location of underground facilities that may conflict with other
underground construction. The Contractor shall maintain the marks or a
record of the location of buried facilities for the duration of time needed
to avoid future damage until installation of all planned improvements at
that location is complete.
1-07.17(4) Payment
All costs to comply with subsection 1-07.17(3) and for the protection
and repair of all identified or suspected underground utilities specified
in RCW 19.122 are incidental to the contract and are the responsibility
of the Contractor/excavator. The Contractor shall include all related
costs in the unit bid prices of the contract. No additional time or
monetary compensation shall be made for delays caused by utility re-
marking or repair of damaged utilities due to the Contractor’s failure to
maintain marks or to locate utilities in accordance with this section.
1-07.17(5) Notification of Excavation
Within ten business days but not less than two business days prior to
the commencement of excavation, the Contractor shall provide written
notice (or other form of notice acceptable to the Engineer) to all owners
of underground facilities, whether public or private, that excavation will
occur, and when excavation will occur.
1-07.17(6) Site Inspection
Contractor warrants and represents that it has personally, or through
its employees, agents and/or subcontractors, examined all property
affected by this project and that it is knowledgeable of specific locations
for water, gas, telephone, electric power and combined sewerage
utilities within those areas.
The following list of contacts is provided only as a convenience
to the Contractor. It may not be accurate and may not constitute
a complete list of all affected utilities.
CenturyLink
Gabrielle Skorupa
206-305-4395
Comcast
Aaron Cantrel
206-510-4222 (cell)
Aaron_Cantrel@comcast.com
2021 CIPP Lining/Leyrer 1 - 20 May 24, 2021
Project Number: 21-3022.2
Puget Sound Energy Gas &
Power
Patty Miller
206-305-7950 (cell)
patty.miller@pse.com
Verizon
Scott Christenson
425-636-6046
425-471-1079 (cell)
SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
BEFORE THE FIRST PARAGRAPH:
1-07.18 Public Liability and Property Damage Insurance
To the extent a conflict exists between the terms of this Section
1-07.18 and the insurance requirements in Section 7 of the Contract,
the terms of the Contract will control. Any reference to the State,
Governor, Commission, Secretary, or all officers and employees of the
State also will include the City, its officers and employees.
SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.24 Rights of Way
Street right of way lines, limits of easements and limits of construction
are indicated or defined on the plans. The Contractor's construction
activities shall be confined within these limits, unless arrangements for
use of private property are made.
SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.26 Personal Liability of Public Officers
Neither the City, the Engineer, nor any other official, officer or
employee of the City shall be personally liable for any acts or failure to
act in connection with the contract, it being understood that, in these
matters, they are acting solely as agents of the City.
1-08 PROSECUTION AND PROGRESS
SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-08.0 Preconstruction and Preconstruction Conference
The Engineer will furnish the Contractor with up to ten (10) copies of
the plans and specifications. Additional documents may be purchased
from the City at the price specified by the City or in the Invitation to
Bid. Prior to undertaking each part of the work, the Contractor shall
carefully study and compare the Contract and check and verify all
pertinent figures shown and all applicable field measurements. The
Contractor shall promptly report in writing to the Engineer any conflict,
error or discrepancy that the Contractor discovers.
2021 CIPP Lining/Leyrer 1 - 21 May 24, 2021
Project Number: 21-3022.2
After the Contract has been executed, but prior to the Contractor
beginning the work, a preconstruction conference will be held with the
Contractor, the Engineer and any other interested parties that the City
determines to invite. The purpose of the preconstruction conference will
be:
1. To review the initial progress schedule.
2. To establish a working understanding among the various parties
associated or affected by the work.
3. To establish and review procedures for progress payment,
notifications, approvals, submittals, etc.
4. To verify normal working hours for the work.
5. To review safety standards and traffic control.
6. To discuss any other related items that may be pertinent to the
work.
The Contractor shall prepare and submit for approval, at or prior to the
preconstruction conference the following:
1. A price breakdown of all lump sum items.
2. A preliminary construction schedule.
3. A list of material sources for approval, if applicable.
4. Schedule of submittals. (See 1-06.6(2))
5. Temporary Erosion/Sedimentation Control Plan (TESCP) for
approval.
6. Traffic Control Plan (TCP) for approval.
7. Request to sublet, for approval by the Engineer, of all
subcontractors.
SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-08.4 Notice to Proceed, Prosecution and Hours of Work
Notice to Proceed will be given after the contract has been executed
and the contract bond and evidence of required insurance have been
approved by and filed with the City. Unless otherwise approved in
writing by the Engineer, the Contractor shall not commence the work
until the Notice to Proceed has been given by the Engineer. The
Contractor shall commence construction activities on the Project Site
within ten working days of the Notice to Proceed Date. The Work
thereafter shall be prosecuted diligently, vigorously, and without
unauthorized interruption until physical completion of the work.
Voluntary shutdown or slowing of operations by the Contractor shall not
relieve the Contractor of the responsibility to complete the work within
the time(s) specified in the Contract.
Except in the case of emergency, or unless otherwise approved by the
Engineer, the normal straight time working hours for the Contractor
shall be any consecutive 8 hour period between 7:00 a.m. and 6:00
p.m. Monday through Friday, unless otherwise specified in the Kent
Special Provisions, with a 5-day work week, plus allowing a maximum
2021 CIPP Lining/Leyrer 1 - 22 May 24, 2021
Project Number: 21-3022.2
one-hour lunch break in each working day. The normal straight time 8-
hour working period for the contract shall be established at the
preconstruction conference or prior to the Contractor commencing
work.
If a Contractor desires to perform work on holidays, Saturdays,
Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the
Contractor shall apply in writing to the Engineer for permission to work
those times. The Contractor shall notify the Engineer at least 48 hours
in advance (72 hours in advance for weekend work) so that the
Inspector's time may be scheduled. Permission to work longer than an
8-hour period between 7:00 a.m. and 6:00 p.m. is not required.
Permission to work between the hours of 10:00 p.m. and 7:00 a.m.
during weekdays and between the hours of 10:00 p.m. and 9:00 a.m.
on weekends or holidays may also be subject to noise control
requirements. Approval to continue work during these hours may be
revoked at any time the Contractor exceeds the City’s noise control
regulations or the city receives complaints from the public or adjoining
property owners regarding noise from the Contractor’s operations. The
Contractor shall have no claim for damages or delays should this
permission be revoked for these reasons.
The Engineer may grant permission to work Saturdays, Sundays,
holidays or other than the agreed upon normal straight time working
hours, but may be subject to other conditions established by the City or
Engineer. These conditions may include, but are not limited to the
following: hours worked by City employees; impacts to the construction
schedule; or accommodations to adjoining properties affected by the
contract work.
1-08.4(A) Reimbursement for Overtime Work of City Employees
Following is a non-exclusive list of work that may require Contractor
reimbursement for overtime of City employees. The City will bill the
Contractor at the OVERTIME RATE in order for locate crews to
complete other work. If the locate request is for nights, weekend,
holidays or at other times when locate crews are not normally working,
all locate work and expenses, including travel, minimum call out times,
and/or Holiday premiums will be borne by the Contractor.
1. Locate work required to re-establish marks for City-owned
underground facilities that were not maintained or recorded by the
Contractor in accordance with RCW 19.122.030.
2. Work required by City personnel or independent testing
laboratories to re-test project materials, utility pressure or vacuum
tests, camera surveys or water purity tests as the result of initial
test failure on the part of the Contractor.
2021 CIPP Lining/Leyrer 1 - 23 May 24, 2021
Project Number: 21-3022.2
1-08.4(B) General
The City allocates its resources to a contract based on the total time
allowed in the contract. The City will accept a progress schedule
indicating an early physical completion date but cannot guarantee the
City resources will be available to meet the accelerated schedule. No
additional compensation will be allowed if the Contractor is not able to
meet its accelerated schedule due to the unavailability of City resources
or for other reasons beyond the City's control.
Unless previously approved by the Engineer, the original and all
supplemental progress schedules shall not conflict with any time and
order-of-work requirements in the contract.
If the Engineer deems that the original or any necessary supplemental
progress schedule does not provide adequate information, the City may
withhold progress payments until a schedule containing needed
information has been submitted by the Contractor and approved by the
Engineer.
The Engineer's acceptance of any schedule shall not transfer any of the
Contractor's responsibilities to the City. The Contractor alone shall
remain responsible for adjusting forces, equipment, and work schedules
to ensure completion of the work within the times specified in the
contract.
SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-08.5 Time for Completion
Contract time shall begin on the day of the Notice to Proceed. The
Contract Provisions may specify another starting date for Contract time,
in which case, time will begin on the starting date specified.
SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH
PARAGRAPHS AND REPLACING WITH THE FOLLOWING:
1-08.6 Suspension of Work
If the performance of all or any part of the Work is suspended for an
unreasonable period of time by an act of the Contracting Agency in the
administration of the Contract, or by failure to act within the time
specified in the Contract (or if no time is specified, within a reasonable
time), the Engineer will make an adjustment for any increase in the
cost or time for the performance of the Contract (excluding profit)
necessarily caused by the suspension. However, no adjustment will be
made for any suspension if (1) the performance would have been
suspended by any other cause, including the fault or negligence of the
Contractor, or (2) an equitable adjustment is provided for or excluded
under any other provision of the Contract.
2021 CIPP Lining/Leyrer 1 - 24 May 24, 2021
Project Number: 21-3022.2
If the Contactor believes that the performance of the Work is
suspended for an unreasonable period of time and such suspension is
the responsibility of the Contracting Agency, the Contractor shall
immediately submit a written notice of protest to the Engineer as
provided in Section 1-04.5. No adjustment shall be allowed for any
costs incurred more than 10 calendar days before the date the Engineer
receives the Contractor’s written notice to protest. In any event, no
protest will be allowed later than the date of the Contractor’s signature
on the Final Pay Estimate. The Contractor shall keep full and complete
records of the costs and additional time of such suspension, and shall
permit the Engineer to have access to those records and any other
records as may be deemed necessary by the Engineer to assist in
evaluating the protest.
The Engineer will determine if an equitable adjustment in cost or time is
due as provided in this Section. The equitable adjustment for increase
in costs, if due, shall be subject to the limitations provided in Section
1-09.4, provided that no profit of any kind will be allowed on any
increase in cost necessarily caused by the suspension.
SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY
DELETING THE FOURTH AND SIXTH PARAGRAPHS.
1-09 MEASUREMENT AND PAYMENT
1-09.9 Payments
SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-09.9(2) City’s Right to Withhold Certain Amounts
In addition to the amount that the City may otherwise retain under the
Contract, the City may withhold a sufficient amount of any payments
otherwise due to the Contractor, including nullifying the whole or part
of any previous payment, because of subsequently discovered evidence
or subsequent inspections that, in the City's judgment, may be
necessary to cover the following:
1. The cost of defective work not remedied.
2. Fees incurred for material inspection, and overtime engineering
and inspection for which the Contractor is obligated under this
Contract.
3. Fees and charges of public authorities or municipalities.
4. Liquidated damages.
5. Engineering and inspection fees beyond Completion Date.
6. Cost of City personnel to re-establish locate marks for City-owned
facilities that were not maintained by the Contractor in accordance
with RCW 19.122.030 (3).
7. Additional inspection, testing and lab fees for re-doing failed,
water, other utility tests.
2021 CIPP Lining/Leyrer 1 - 25 May 24, 2021
Project Number: 21-3022.2
1-09.11 Disputes and Claims
SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.11(3) Time Limitations and Jurisdiction
This contract shall be construed and interpreted in accordance with the
laws of the State of Washington. The venue of any claims or causes of
action arising from this contract shall be exclusively in the Superior
Court of King County, located in Kent, Washington.
For convenience of the parties to this contract, it is mutually agreed
that any claims or causes of action which the Contractor has against the
City arising from this contract shall be brought within 180 days from
the date of Final Acceptance of the contract by the City. The parties
understand and agree that the Contractor’s failure to bring suit within
the time period provided shall be a complete bar to any such claims or
causes of action.
It is further mutually agreed by the parties that when any claims or
causes of action that a Contractor asserts against the City arising from
this contract are filed with the City or initiated in court, the Contractor
shall permit the City to have timely access to any records deemed
necessary by the City to assist in evaluating the claims or actions.
SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.13 Final Decision and Appeal
All disputes arising under this contract shall proceed pursuant to
Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and
any Kent Special Provisions provided for in the contract for claims and
resolution of disputes. The provisions of these sections and the Kent
Special Provisions must be complied with as a condition precedent to
the Contractor’s right to seek an appeal of the City’s decision. The City’s
decision under Section 1-09.11 will be final and conclusive. Thereafter,
the exclusive means of Contractor’s right to appeal shall only be by
filing suit exclusively under the venue, rules and jurisdiction of the
Superior Court of King County, located in Kent, Washington, unless the
parties agree in writing to an alternative dispute resolution process.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.2(1) General
The TCS shall be certified as a work site traffic control supervisor by
one of the following:
2021 CIPP Lining/Leyrer 1 - 26 May 24, 2021
Project Number: 21-3022.2
Evergreen Safety Council
401 Pontius Avenue North
Seattle, WA 98109
1-800-521-0778 or 206-382-4090
The Northwest Laborers-Employers Training Trust
27055 Ohio Avenue
Kingston, WA 98346
360-297-3035
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, VA 22406-1022
Training Dept. Toll Free (877) 642-4637 or (540) 368-1701
1-10.3 Traffic Control Labor, Procedures, and Devices
1-10.3(3) Traffic Control Devices
SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-10.3(3)L Temporary Traffic Control Devices
When the bid proposal includes an item for “Temporary Traffic Control
Devices,” the work required for this item shall be furnishing barricades,
flashers, cones, traffic safety drums, and other temporary traffic control
devices, unless the contract provides for furnishing a specific temporary
traffic control device under another item. The item “Temporary Traffic
Control Devices” includes:
1. Initial delivery to the project site (or temporary storage) in good
repair and in clean usable condition,
2. Repair or replacement when they are damaged and they are still
needed on the project, and
3. Removal from the project site when they are no longer on the
project.
SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price for “Traffic Control Labor” per hour shall be full
pay for all costs for the labor provided for performing those
construction operations described in Section 1-10.2(1)B, and Section
1-10.3(1) of the WSDOT Standard Specifications, and as authorized by
the Engineer. The hours eligible for “Traffic Control Labor” shall be
limited to the hours the worker is actually performing the work as
documented by traffic control forms provided by the Contractor’s TCM,
and verified by the City Inspector’s records, and the Contractor’s
2021 CIPP Lining/Leyrer 1 - 27 May 24, 2021
Project Number: 21-3022.2
Certified Payroll Records submitted to the City Inspector on a weekly
basis.
The unit contract price for “Traffic Control Supervisor” per hour shall be
full pay for each hour a person performs the Traffic Control Supervisor
duties described in Section 1-10.2(1)B of the WSDOT Standard
Specifications. Payment for traffic control labor performed by the Traffic
Control Supervisor will be paid under the item for “Traffic Control
Labor.”
The lump sum contract price for “Temporary Traffic Control Devices”
shall be full pay for providing the work described in Section 1-10.3(3)L
of the Kent Special Provisions. Progress payments for the lump sum
item “Temporary Traffic Control Devices” will be made on a prorated
basis in accordance with the total job progress.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 1 May 24, 2021
Project Number: 21-3022.2
DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATER MAINS, AND CONDUITS
7-04 STORM SEWERS
7-04.3 Construction Requirements
7-04.3(1) Cleaning and Testing
SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-04.3(1)A General
All storm sewer pipe including the downstream system shall be
thoroughly cleaned to remove any solids or construction debris that
may have entered the pipe system during construction.
The Contractor shall be responsible to ensure that materials flushed
from the storm drain is trapped, removed, and does not enter the
downstream drainage system.
All CIPP lined storm sewer pipes shall be air pressure tested for leakage
in accordance with Section 7-17.3(2)F Low Pressure Air Test for
Sanitary Sewers Constructed of Non Air Permeable Materials.
7-17 SANITARY SEWERS
7-17.3 Construction Requirements
SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(1) Protection of Existing Sewerage Facilities
The Contractor shall have the sole responsibility for providing and
maintaining an adequate bypass system through the project for the
duration of the sewer lining work. The adequacy of the bypass system
shall be determined by the Engineer and corrected by the Contractor as
directed by the Engineer.
The connection between the newly lined sewers and the existing sewer
mains shall be plugged and tied off to the top manhole step and left in
place until the newly lined piping has been cleaned and CCTV inspected.
7-17.3(2) Cleaning and Testing
SECTION 7-17.3(2)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(2)A General
Prior to cured-in-place pipe lining installation, each sewer host pipe
shall be thoroughly cleaned to remove any solids and debris from the
host pipe by jet cleaning or flush and pigging.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 2 May 24, 2021
Project Number: 21-3022.2
After cured-in-place pipe lining installation, each CIPP lined sewer pipe
shall be thoroughly cleaned to remove any solids or construction debris
that may have entered the pipe during construction by jet cleaning or
flush and pigging.
The Contractor shall be responsible to ensure that material flushed from
sewers are trapped, and do not enter the downstream system. The
City shall approve the Contractor’s method prior to cleaning sewer
mains. The rate of flushing shall be such that the flow will not overload
the downstream pipes. The flushing of a sewer main tributary to a
pump station shall be coordinated with the Operations Division to
ensure that the lift station is not overloaded.
City water used for cleaning sewer lines shall be metered per Section 1-
05.16 and shall pass through an approved double check valve
assembly.
For non-Kent water, the Contractor shall follow the requirements of the
private water purveyor.
SECTION 7-17.3(2)F IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non
Air Permeable Materials
All testing shall be verified by the City Inspector. All sewer mains and
appurtenances shall be air pressure tested for leakage in accordance
with Section 7-17 of the WSDOT Standard Specifications as modified by
the following:
Procedure for Air Testing CIPP Sewer Lines
The Contractor shall furnish all facilities, equipment, and personnel for
conducting the test under the observation of the Engineer. The
equipment and personnel shall be subject to the approval of the
Engineer.
Prior to reinstating the side sewers (laterals), the CIPP installation shall
be tested with low-pressure air. Air shall be slowly supplied to the
plugged pipe installation until the internal air pressure reaches 4.0
pounds per square inch greater than the average back pressure of any
ground water that may submerge the pipe. At least two minutes shall
be allowed for temperature stabilization before proceeding further.
Then, disconnect the air supply and wait until the pressure drops to 3.5
psig greater than the average back pressure of groundwater. The
pressure shall be held to the time indicated on the attached tables.
Groundwater Pressure
p = 0.4332 (z)
z = Distance between groundwater surface and centerline of pipe in
feet.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 3 May 24, 2021
Project Number: 21-3022.2
p = Average back pressure of groundwater above the centerline of
the pipe in psi.
If the pipe installation fails to meet these requirements, the Contractor
shall determine at its own expense the source or sources of leakage,
and the Contractor shall repair (if the extent and type of repairs
proposed by the Contractor appear reasonable to the Engineer) or
replace all defective materials or workmanship. The completed pipe
installation shall meet the requirements of this test before being
considered acceptable.
Caution – When air testing adequate bracing is required to hold plugs in
place to prevent the sudden release of compressed air. A pressure of 4
psig against an 8-inch plug will cause a force of approximately 200 lbs.;
against a 12-inch plug, 450 lbs. The compressed air acts as a spring.
Proper precaution must be taken to prevent this force from propelling
the plug from the pipe like a bullet.
For systems where groundwater is negligible, at the inspector’s
discretion, pressure shall be maintained at 4.0 psig with no drop at the
time indicated on the following tables.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 8 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 70 110 150 190 228 268 308 348 356
100 140 180 220 260 300 338 374 372 368
150 212 250 290 330 370 390 386 382 378
200 282 322 360 400 404 398 394 390 386
250 352 392 428 418 410 404 400 396 392
300 422 440 430 422 416 410 404 400 396
350 454 442 434 426 420 414 410 404 402
400 454 444 436 428 422 418 412 408 404
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 10 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 110 150 190 228 268 308 348 384 380
100 220 260 300 338 378 418 420 414 406
150 330 370 410 448 466 454 444 434 428
200 440 480 514 496 482 470 460 450 444
250 550 542 522 506 494 482 472 464 456
300 566 544 528 514 502 492 482 474 466
350 566 548 534 520 508 494 490 482 474
400 566 550 538 526 514 504 496 488 482
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 4 May 24, 2021
Project Number: 21-3022.2
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 12 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 158 198 238 278 316 356 396 416 408
100 316 356 396 436 476 492 476 464 454
150 476 514 554 566 544 526 510 496 486
200 634 642 612 584 566 550 534 522 510
250 680 650 624 602 582 566 552 540 528
300 680 654 632 612 596 580 566 554 544
350 680 658 638 620 604 590 578 566 556
400 680 660 642 626 612 600 588 576 566
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 15 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 248 288 326 376 406 446 486 476 462
100 496 534 574 614 624 596 572 552 530
150 742 782 742 704 672 646 624 604 586
200 850 804 766 732 704 680 658 640 624
250 850 812 780 752 726 704 684 666 652
300 850 818 790 766 742 722 704 688 672
350 850 822 798 776 756 736 720 704 690
400 850 826 804 784 766 748 732 718 704
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 18 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 356 396 436 476 314 554 566 544 526
100 712 752 792 794 748 710 680 654 632
150 1020 952 896 850 810 778 748 722 700
200 1020 968 922 884 850 820 794 770 748
250 1020 978 940 906 876 850 826 804 784
300 1020 984 952 922 896 872 850 830 810
350 1020 990 960 916 912 890 868 850 832
400 1020 992 968 944 922 902 884 866 850
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 5 May 24, 2021
Project Number: 21-3022.2
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 24 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 634 674 712 752 792 794 748 710 680
100 1268 1246 1156 1082 1020 968 922 884 850
150 1360 1282 1214 1156 1106 1060 1020 984 952
200 1360 1300 1246 1200 1156 1118 1082 1050 1020
250 1360 1312 1268 1228 1190 1156 1124 1096 1068
300 1360 1320 1282 1246 1214 1184 1156 1130 1106
350 1360 1324 1292 1262 1232 1206 1180 1156 1134
400 1360 1330 1300 1272 1246 1222 1200 1178 1156
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
SECTION 7-17.3(2)H IS DELETED AND REPLACED WITH THE FOLLOWING:
7-17.3(2)H Television Inspection
The Contractor shall inspect all sewer lines pre-CIPP-installation and
post-CIPP-installation by using a closed circuit television (CCTV)
camera. The costs incurred in making all CCTV pipe inspections shall be
included in the bid item for CIPP Liner Installation.
The Contractor shall bear all costs incurred in correcting any
deficiencies found during CCTV inspection including the costs of any
additional CCTV inspections that may be required by the Engineer to
verify the correction of said deficiencies.
The CCTV inspection of sewer lines shall be performed by experienced
personnel trained in locating sewer breaks, obstructions, and service
connections using CCTV inspection techniques. The sewer line interior
shall be carefully inspected to determine the location of any conditions
that may prevent proper installation of CIPP.
The Contractor shall review and submit to the Engineer a pre-
installation closed circuit television (CCTV) video recording on a USB
3.0 Flash Drive and a written pipe inspection report.
The Contractor shall verify and certify that the sewer to be lined is
suitable in every way for rehabilitation by the CIPP method. Any lining
work performed by the Contractor after the pre-installation CCTV
inspection is considered the Contractor’s certification that the CIPP
method is applicable and that the pipeline is suitable for lining.
After the reinstatement of all lateral connections and cleaning of the
CIPP lines, the Contractor shall complete a CCTV inspection of the CIPP
lines and submit to the Engineer a post-installation CCTV video
recording on a USB 3.0 Flash Drive and a written pipe inspection report.
CCTV inspections and reports shall be per NASSCO reporting standards.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 6 May 24, 2021
Project Number: 21-3022.2
DIVISION 7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
7-23 CURED IN PLACE PIPE LINING
7-23.1 Description
This Section 7-23 describes work consisting of the rehabilitation of
existing sanitary and storm sewer pipe by the cured-in-place pipe
(CIPP) liner method.
7-23.1(1) References
Materials, construction, and testing practices shall conform to the
following ASTM standards. This Section 7-23 incorporates by reference
the latest revisions of the documents listed below. In case of conflict
between the requirements of this Section 7-23 and the listed
documents, the requirements of this Section 7-23 shall take
precedence. All references to codes and standards shall be to the latest
revised version.
Reference Title
ASTM D543 Standard Practice for Evaluating the Resistance of
Plastics to Chemical Reagents
ASTM D638 Standard Test Methods for Tensile Properties of
Plastics
ASTM D790 Standard Test Methods for Flexural Properties of
Unreinforced and Reinforced Plastics and Electrical
Insulating Materials
ASTM D792 Standard Test Methods for Density and Specific
Gravity (Relative Density) of Plastics by Displacement
ASTM D903 Standard Test Method for Peel or Stripping Strength
of Adhesive Bonds
ASTM D2122 Standard Test Method for Determining Dimensions of
Thermoplastic Pipe and Fittings
ASTM D2990 Standard Test Methods for Tensile, Compressive, and
Flexural Creep and Creep-Rupture of Plastics
ASTM D5813 Standard Specification for Cure-In-Place
Thermosetting Resin Sewer Piping Systems
ASTM F1216 Standard Practice for Rehabilitation of Existing
Pipelines and Conduits by the Inversion and Curing of
a Resin-Impregnated Tube
ASTM F2561 Standard Practice for Rehabilitation of a Sewer
Service Lateral and Its Connection to the Main Using a
One Piece Main and Lateral Cured-in-Place Liner
7-23.2 Materials
Materials shall meet the requirements of Section 9-05.30.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 7 May 24, 2021
Project Number: 21-3022.2
7-23.3 Construction Requirements
7-23.3(1) Licensing, Certifications, and Experience Requirements
1. The CIPP installing Contractor or Subcontractor shall have a
current license agreement with the product supplier, and a
certification confirming that the Contractor’s handling and
installation procedure is compatible with the CIPP product supplied.
Submit certification documentation to the Engineer prior to
installation.
2. Individuals installing the CIPP shall be certified by the product
supplier. Submit certification documentation to the Engineer prior
to installation.
3. CIPP Manufacturers seeking approval for this project shall meet all
of the following criteria (unless approved otherwise by the City):
a. A minimum of 1,000,000 linear feet of the CIPP product shall
have been installed in the U.S. Acceptable documentation of
these minimum installation requirements shall be submitted
to the City.
4. Installing Contractors seeking approval for this project shall meet
all of the following criteria (unless approved otherwise by the
City):
a. The Installing Contractor shall have at least five (5) years
active experience in CIPP installation.
b. The Installing Contractor shall have successfully installed at
least 1,000,000 feet of CIPP products in wastewater collection
systems. Acceptable documentation of these minimum
installation requirements shall be submitted to the City.
c. The Installing Contractor’s Field Superintendent shall have a
minimum of two (2) years of CIPP installation experience,
successfully installed at least 50,000 linear feet of 6-inch to
36-inch diameter CIPP sewer lines, field experience on a
minimum of ten (10) projects that required sewage bypass
pumping, and shall be on site during the installation of the
CIPP products.
d. At least two (2) CIPP installation crew members shall each
have a minimum of two (2) years of CIPP installation
experience.
e. The Curing Technician shall be certified and approved as an
operator by the CIPP product manufacturer or an independent
testing agency. The Contractor shall provide the City with the
name and certification information of the Curing Technician.
f. The Lateral Reinstatement Technician shall have a minimum
of two (2) years of experience operating the remote cutting
equipment during the reinstatement of side sewers (laterals)
after CIPP installation. The Lateral Reinstatement Technician
shall have reinstated a minimum of five hundred (500) side
sewer connections. The Contractor shall provide the City with
the name and experience documentation of the Lateral
Reinstatement Technician.
g. The Contractor shall submit written notification to the
Engineer of any crew changes. Notification shall be a
2021 Storm Sewer CIPP Lining/Leyrer 7 - 8 May 24, 2021
Project Number: 21-3022.2
minimum of five (5) working days prior to the date of actual
change.
7-23.3(2) Safety Requirements
The Contractor shall perform all Work in strict accordance with all
OSHA/WISHA requirements and the manufacturers’ safety
requirements. Particular attention is drawn to the safety requirements
regarding entering confined spaces.
7-23.3(3) Odor Control Plan
The Contractor shall submit an Odor Control Plan to the Engineer for
approval prior to starting construction. The Odor Control Plan shall
outline the specific measures and procedures to be implemented if the
City or Contractor receives a public complaint regarding styrene
emissions or other construction-related odors. Specific measures to
address odor complaints may include ventilating upstream and
downstream manholes or catch basins, odor monitoring, using pressure
cleaners, fans or other measures to reduce or eliminate styrene odors,
and other industry standard practices that minimize project-related
odors.
7-23.3(4)A CIPP Repair Plan
The Contractor shall submit a CIPP Repair Plan to the Engineer for
approval prior to starting construction. The Repair Plan shall outline the
specific repair or replacement procedures for potential defects that may
occur in newly installed CIPP. Repair and replacement procedures shall
be in accordance with the recommendations of the CIPP system
manufacturer.
Defects in the installed CIPP that will not affect the operation and long-
term life of the product shall be identified and defined in the Repair
Plan.
Repairable defects that may occur in new CIPP installations shall be
defined in the Repair Plan. For each repairable defect defined, the
Contractor shall include a detailed step-by-step repair procedure which
results in a finished product meeting the requirements of these contract
specifications.
Un-repairable defects that may occur in new CIPP installations shall be
defined in the Repair Plan. For each un-repairable defect defined, the
Contractor shall include a detailed recommended procedure for the
removal and replacement of the defective CIPP.
For the purposes of the Repair Plan, damages to the host pipe or lateral
connections caused during the removal of intruding laterals, pipe
cleaning, CIPP installation, or opening of active laterals are considered
defects.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 9 May 24, 2021
Project Number: 21-3022.2
7-23.3(4)B Tree, Vegetation, and Soil Protection Plan
The Contractor shall submit a Tree, Vegetation, and Soil Protection Plan
to the Engineer for approval prior to starting construction. The Tree,
Vegetation, and Soil Protection Plan shall outline how the Contractor will
protect trees, vegetation, and soil from damage and contamination.
7-23.3(5) Quality Assurance
At the request of the Engineer, the Contractor shall schedule and
organize a 2-hour conference call with the product Supplier’s
representative to discuss installation and inspection issues. Inspection
items may include pre-installation requirements, product identification,
installation procedures, equipment operation, and post-installation
requirements. The Supplier shall also provide a checklist containing key
elements of the CIPP installation criteria that are important for the
City’s Inspector to ensure that quality control and testing requirements
are performed in accordance with Supplier’s recommendations. Invitees
to the conference call shall include the City’s Project Manager, Project
Engineer, Construction Engineer, Construction Inspector, and other
identified project staff, and the Contractor’s Project Manager and
Superintendent.
The finished CIPP shall be continuous over the entire length of an
insertion run between the upstream and downstream manholes or catch
basins, and shall be free from visual defects such as foreign inclusions,
dry spots, lift spots, pinholes, delaminating, and tears.
Folds or wrinkles in the finished CIPP which protrude into the pipe by
more than 5% of nominal host pipe diameter are unacceptable and shall
be removed and repaired by the Contractor. All repair work shall be at
the Contractor’s expense. Methods of repair shall be in accordance with
the Contractor’s approved Repair Plan.
7-23.3(6) Cleaning of Host Pipe and Pre-Installation CCTV Inspection
The Contractor shall clean each sewer pipe to be lined prior to the
installation of the liner per Section 7-17.3(2).
All closed circuit television (CCTV) inspections shall conform to Section
7-17.3(2)H. The Contractor shall notify the Engineer a minimum of
three (3) working days prior to performing the pre-installation CCTV
inspection and shall provide the Engineer with a copy of the CCTV video
and report for approval prior to the installation of the liner. During the
pre-installation CCTV inspection, the Contractor shall determine the
exact locations of the lateral connections to be reinstated.
7-23.3(7) Public Notification
The Contractor shall implement a public notification program and be
responsible for contacting each home or business connected to the
sewer to be lined. The Contractor shall inform the residents of the work
2021 Storm Sewer CIPP Lining/Leyrer 7 - 10 May 24, 2021
Project Number: 21-3022.2
to be conducted and when the sewer will be off-line. The Contractor
shall deliver a door hanger, which will be provided by the City, to each
home or business two (2) weeks and then again 24 hours prior to any
work being performed on the sewer line. Side sewers shall not be out of
service for more than six (6) hours.
7-23.3(8) CIPP Installation Plan
Prior to CIPP installation, the Contractor shall submit a CIPP Installation
Plan to the Engineer for approval. The CIPP Installation plan shall be in
accordance with the CIPP Supplier’s recommendations for the system
used, and in accordance with this Project Manual. The CIPP Installation
Plan submittal shall include at a minimum, the following elements:
1. Manufacturer’s product data for the hydrophilic end seals used and
installation procedures.
2. Liner product data and pre-installation and installation procedures,
including the following:
a. Pre-installation storage procedures, temperature control, and
handling procedures
b. Minimum and maximum allowable pressures during insertion
of the liner (inversion installation)
c. Maximum allowable rate of liner installation
d. Inflation procedures (minimum and maximum pressures,
temperatures, and duration)
e. Curing procedures (minimum and maximum pressures,
temperatures, and durations, and cooling down processes.)
f. Lateral reinstatement installation procedures.
3. Equipment list and calibration record, including the following:
a. All equipment required to completely install the CIPP,
including reinstating laterals
b. Backup equipment kept on site in the event of equipment
breakdown
c. Mitigation procedure in the event of key equipment failure for
non-redundant equipment
d. Most recent calibration records for temperature and pressure
monitoring equipment
7-23.3(9) Temporary Sewer Bypass For CIPP Installation
The Contractor shall furnish a temporary sewer bypass system for each
lining site per Section 7-17.3(1).
7-23.3(10) CIPP Installation
7-23.3(10)A General
CIPP installation shall be in accordance with the latest version of ASTM
F1216 for Resin-Impregnated Flexible Tube (Felt Lining with Water
Curing), Supplier’s recommendations, and as described below, except
that Steam Curing is not allowed for this project. Fiberglass
2021 Storm Sewer CIPP Lining/Leyrer 7 - 11 May 24, 2021
Project Number: 21-3022.2
Lining and Ultraviolet Light Curing is also not allowed for this
project.
Neither the CIPP system, nor its installation shall cause adverse effects
to any of the City’s and Metro Sewer’s processes or facilities. The use
of the product shall not result in the formation or production of any
detrimental compounds or by-products at the wastewater treatment
plant or waters of the state. The Contractor shall notify the Engineer
and identify any by-products produced as a result of the installation
operations, test and monitor the levels, and comply with any and all
waste discharge requirements. The Contractor shall cleanup, restore
existing surface conditions and structures, and repair any of the CIPP
installations determined to be defective. The Contractor shall conduct
installation operations and schedule cleanup in a manner to cause the
least possible obstruction and inconvenience to traffic, pedestrians,
businesses, and property owners or tenants.
The completed CIPP shall protrude a minimum of ¼” and not more than
1-½” into each manhole or catch basin.
7-23.3(10)B Felt Lining Installation With Water Curing
1. Sealing of Pipe Liner at the Ends: To prevent water movement
between the host pipe and liner, provide a hydrophilic end seal at
both the upstream and downstream ends of the rehabilitated
segments and between manholes or catch basins. The seals shall
be watertight. Seals shall be installed within 2 feet of the manhole
or catch basin entrance or exit points to be lined. See Section 9-
05.30(1)B.
2. Resin Impregnation: The wet-out procedure for flexible fabric tube
(felt liner) impregnation shall conform to the following
requirements:
a. Furnish flexible fabric tube (felt liner) per Section
9-05.30(1)A. The outside and/or inside layer of the tube liner
shall be coated with an impermeable, flexible membrane that
will contain the resin and facilitate, if applicable, vacuum
impregnation and monitoring of the resin saturation during
the resin impregnation (wetout) procedure. This membrane
shall be compatible with the curing method.
b. Vacuum-impregnate the felt liner with resin under controlled
conditions.
c. Use a volume of resin sufficient to fill all voids in the liner
material at nominal thickness and diameter. Volume shall be
adjusted by adding 5 to 10% excess resin for the change in
resin volume due to polymerization and to allow for any
migration of resin into the cracks and joints of the host pipe.
Keep logs of resin volume actually used in the wet out process
and submit to Engineer prior to installation.
d. The resin impregnated tube shall be stored in accordance with
Supplier recommendations and in such a manner that it will
2021 Storm Sewer CIPP Lining/Leyrer 7 - 12 May 24, 2021
Project Number: 21-3022.2
not be damaged, exposed to direct sunlight, exposed to any
curing environment, or result in a public safety hazard. All
materials may be subject to inspection and review by the
Engineer prior to installation.
e. Field (or onsite) wet out is not allowed for manhole to
manhole or catch basin to catch basin CIPP liner installations.
3. Liner Installation: Liner installation shall conform to the following
requirements:
a. Inversion Method
i. The product shall be inserted through an existing
manhole, catch basin, or other access point by means of
the Supplier’s recommended installation process and in
accordance with ASTM F1216. The application of a
hydrostatic head or compressed air shall fully extend the
liner to the next designated manhole, catch basin, or
termination point, fully inflate the liner, and firmly
adhere the liner to the host pipe wall in accordance with
ASTM F1216, Section 7.4.
ii. The rate of the product installation shall not exceed the
maximum rate recommended by the Supplier.
b. Pull in Place Method
i. The Pull in Place Method is not allowed for this
project.
c. A lubricant may be used by the Contractor at their discretion
to reduce friction during the liner installation. The lubricant
shall be approved for use by both the Supplier and the
Engineer, shall be a nontoxic product that meets the King
County Industrial Waste discharge regulations, is acceptable
for discharge into City and Metro sewers and waters of the
state, shall have no detrimental effect on the liner and resin,
and shall not support bacteria growth.
4. Water Curing
a. After placement of the liner is complete, the Contractor shall
provide a suitable heat source and distribution equipment.
The equipment shall be capable of circulating hot water
throughout the lined section to raise the temperature
uniformly above the temperature required to affect the resin
cure, in accordance with the resin Supplier’s instructions. The
temperature and pressure requirements shall be determined
by the liner and resin Supplier based on the resin/hardener
system employed, and shall be maintained in accordance with
the Supplier’s instructions and ASTM F1216.
b. The heat source shall be fitted with continuous monitoring
thermocouples to measure and record the temperature at the
liner ends closest to and furthest from the heat supply. Water
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Project Number: 21-3022.2
temperature during the cure period, as measured and
recorded at the heat source inflow and outflow return lines,
shall be in accordance with the resin Supplier’s instructions.
Temperature of the CIPP shall be monitored through the use
of continuous monitoring thermocouples inserted between the
CIPP and host pipe at the liner end farthest from the heat
source.
c. The Contractor shall provide standby equipment to maintain
the heat source supply.
d. The Contractor shall submit a copy of the boiler log to the
Engineer for each CIPP installation. The boiler log shall
contain, but not be limited to, the following:
i. Date of Installation
ii. Site number(s) and address
iii. The curing method used (Water).
iv. The time when the pipe is at pressure and begins curing.
v. Pressure readings
vi. Temperature readings from cure start to the end of the
cool down period.
vii. Time of cure from start to finish.
viii. Time of cool down from start to finish.
Both temperature and pressure reading shall be recorded at a
minimum every 15 minutes throughout the curing and cool
down process.
e. The Contractor shall use ADA compliant hose covers where
hoses and cables are laid out within a pedestrian access
route, and hose covers suitable for vehicular traffic where
hoses and cables are laid out within the roadway.
5. Cool Down
a. The Contractor shall follow the resin Supplier’s cool-down
instructions prior to relieving the static head.
b. When relieving the static head, the discharged water
temperature shall not exceed 100 degrees Fahrenheit.
c. The rate of water being discharged while relieving the static
head shall not exceed the capacity of the downstream pipe.
The Contractor shall be responsible for determining the
capacity of the downstream pipe prior to relieving the static
head. Any damage resulting from the discharge operation
including sewer backups shall be addressed by the Contractor,
at the Contractor’s expense.
d. The Contractor shall ensure that no vacuum is induced on the
new CIPP during the release of head which could damage the
installation.
e. The Contractor shall not allow debris from the curing and
installation process to be discharged downstream.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 14 May 24, 2021
Project Number: 21-3022.2
7-23.3(11) Testing
1. Material Testing
a. Contractor shall provide restrained field samples as per ASTM
F1216. The samples shall be large enough to allow for a
minimum of five specimens for flexural testing per ASTM
D790. One sample per CIPP installation shall be taken. If
more than one section of mainline pipe was lined in one
installation, one restrained sample shall be sufficient. Testing
of the samples will be performed by the City’s Materials
Testing Laboratory. Tests will be conducted in accordance
with ASTM D638, D790, and D5813. Samples shall be clearly
marked with the location, date, diameter, and wall thickness.
Samples shall be furnished to the Engineer within 24 hours of
installation.
b. The Contractor shall be required, at no expense to the City, to
replace or repair any CIPP liners that failed the flexural or wall
thickness testing.
2. Field Testing
a. Low Pressure Air Test: Each CIPP installation section shall be
low pressure air tested prior to reinstatement of service
laterals as specified in Section 7-17.3(2)F.
b. Visual inspection of the CIPP shall be in accordance with
applicable sections of ASTM F1216.
c. After completion of the liner insertion, curing, service lateral
reinstatement, and end sealing, the Contractor shall perform a
CCTV inspection and shall provide the Engineer with a copy of
the post-installation CCTV video and report. All CCTV
inspections shall conform to Section 7-17.3(2)H.
d. The Contractor shall repair the CIPP per Supplier
recommendations if defects, including infiltration of
groundwater, are observed.
7-23.3(12) Reinstatement of Laterals and Post-Installation CCTV Inspection
After the lining material has cured, and the low-pressure air test has
been completed to the satisfaction of the Engineer, the Contractor shall
immediately relieve each lateral identified for reinstatement by opening
a hole large enough to allow the liquid to drain off. The Contractor shall
then reinstate the laterals to a minimum of 95% of their original
diameter. The CIPP shall be made flush with the invert of the lateral.
The opening, when complete, shall be smooth with no rough edges that
could cause debris to collect and cause future blockages. All laterals
shall be completely reinstated on the same day the liner was inserted.
If reinstatement is delayed for any reason, it shall be the Contractor’s
responsibility to accommodate the property owner by bypassing their
lateral, if needed, at no additional cost to the City.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 15 May 24, 2021
Project Number: 21-3022.2
The Contractor shall ensure that no damage to the laterals occurs as a
result of the lateral opening. If the lateral opening cutter damages the
lateral, the Contractor shall repair the lateral connection as approved by
the Engineer. Repair of damage done to lateral connections shall be per
the approved repair plan at no additional cost to the City.
The lateral cutter shall be operated in the same direction as the pre-
lining CCTV inspection and measured from the same reference point as
the verified list of active laterals. The Contractor shall reinstate all
existing lateral connections, unless the CCTV inspection shows the
existing lateral connection capped at the main.
The Contractor shall seal the connection between each reinstated lateral
and the CIPP in accordance with the Manufacturer’s recommendations.
The lateral connection seal shall be water tight for a groundwater
pressure equal to the groundwater table being at the ground surface.
The lateral connection seal shall not impede the flow in the reinstated
lateral or the CIPP.
Following lateral reinstatement, the Contractor shall remove all
shavings and debris resulting from the reinstatement
operations. All shavings and debris must be captured and
removed. The Contractor shall not permit any debris to travel
downstream of the project site.
At the Engineer’s request, the Contractor shall provide all
coupons and shavings/debris for visual inspection prior to
disposal.
The post installation inspection shall be made with no flow in the pipe
except flow from side sewers connected directly to the pipe being
inspected. The view shall be up close, and shall slowly pan each lateral
opening. During the post CCTV inspection, the camera must show the
new CIPP at the upstream and downstream manholes or catch basins to
provide visual on the hydrophilic end seals. Each CCTV inspection shall
include a close up view of the cut at each lateral invert. All CCTV
inspections shall conform to Section 7-17.3(2)H.
7-23.3(13) Clean-Up and Restoration
The Contractor shall maintain all project sites in a neat and orderly
condition throughout the construction period.
On or before the physical completion date, the Contractor shall clean
and remove from the project site all surplus and discarded materials,
temporary structures, and debris of any kind. The project site shall be
left in a neat and orderly condition, equal to or better than prior to
construction.
2021 Storm Sewer CIPP Lining/Leyrer 7 - 16 May 24, 2021
Project Number: 21-3022.2
7-23.3(14) As-Built Records
As-built records of CIPP installations shall be submitted to the Engineer
within two weeks of the CIPP installations and CCTV inspections. At a
minimum, the as-built records shall include the following:
1. The start and completion dates of the CIPP installations
2. The length of CIPP pipe(s)
3. Pipe size
4. Upstream and downstream manhole or catch basin numbers
5. The location of the repairs and laterals in relation to either the
upstream manhole (USMH) or downstream manhole (DSMH)
6. Type and thickness of liner installed
7. Number of laterals reinstated
8. The approximate depth of the repairs
9. Any unusual circumstances of repairs
10. Site address of repairs
11. Type of Liner (Felt)
12. Name of liner manufacturer
7-23.3(15) Warranty
The Contractor shall provide a full materials warranty from the pipe liner
manufacturer for a period of five (5) years from the date of Physical
Completion. The Contractor shall warrant each CIPP line against defects
in surface preparation, lining application, and workmanship for a period
of one (1) year from the date of Physical Completion. In the event that
any defects are found in surface preparation, lining application, or
workmanship during the one year warranty period, the five year
materials warranty shall restart from the time any repairs have been
made and accepted by the Engineer. The Contractor shall, within one
month of written notice thereof, repair defects in materials and
workmanship that may develop during said one year period. Defects
shall be defined as: evidence of visible leakage of groundwater through
the CIPP system, delaminating of any portion of the CIPP system as
visible from CCTV inspection, or separation of any part of the CIPP
system from the host pipe to the extent that the CIPP system inside
diameter in the separated area is 95 percent or less of the completed
CIPP system inside diameter. The Contractor shall also repair any
damage to other Work, damage to sewer system components, damage
to buildings, houses, or environmental damage caused by the backup of
the sewer because of the failure of the lining system or repairing of
same.
Repairs shall include removal of the existing CIPP and lining if possible,
or excavation and replacement of the section of pipe where the defect
occurs.
7-23.4 Measurement
CIPP Liner Installation shall be measured by the linear foot of CIPP liner
installed, tested, and approved. The completed CIPP liner shall be
2021 Storm Sewer CIPP Lining/Leyrer 7 - 17 May 24, 2021
Project Number: 21-3022.2
measured from the upstream pipe end at the manhole or catch basin
protrusion to the downstream pipe end at the manhole or catch basin
protrusion.
“Odor Control Plan”, “CIPP Repair Plan”, “CIPP Installation Plan”, “As-
Built Records”, and “Tree, Vegetation, and Soil Protection Plan” will not
be measured but will be paid for on a lump sum basis.
7-23.5 Payment
The unit contract price per linear foot for “CIPP Liner Installation, 8, 12,
15, and 18 Inch Diameter” constitutes complete compensation for
furnishing all labor, materials, tools, supplies, and equipment necessary
for CIPP liner installation, including but not limited to bypass pumping
and/or diversion, pipe cleaning, removal and disposal of debris from the
pipe, pre-construction and post-construction CCTV, testing, site
cleanup, and all other work required to provide a complete cured-in-
place pipe installation.
The lump sum contract price for “Odor Control Plan” constitutes
complete compensation for furnishing all labor, materials, tools,
supplies, and equipment necessary to prepare, submit, update, and
implement the odor control plan.
The lump sum contract price for “CIPP Repair Plan” constitutes
complete compensation for furnishing all labor, materials, tools,
supplies, and equipment necessary to prepare, submit, update, and
implement the CIPP repair plan.
The lump sum contract price for “CIPP Installation Plan” constitutes
complete compensation for furnishing all labor, materials, tools,
supplies, and equipment necessary to prepare, submit, update, and
implement the CIPP installation plan.
The lump sum contract price for “As-Built Records” constitutes complete
compensation for furnishing all labor, materials, tools, supplies, and
equipment necessary to prepare, submit, revise and resubmit as
necessary the CIPP as-built records.
The lump sum contract price for “Tree, Vegetation, and Soil Protection
Plan” constitutes complete compensation for furnishing all labor,
materials, tools, supplies, and equipment necessary to prepare, submit,
update, and implement the tree, vegetation, and soil protection plan.
2021 Storm Sewer CIPP Lining/Leyrer 8 - 1 May 24, 2021
Project Number: 21-3022.2
DIVISION 8 – MISCELLANEOUS CONSTRUCTION
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.1 Description
This work consists of temporary erosion and sedimentation control
procedures (TESCP) as shown on the construction plans, specified in
these Kent Special Provisions, and ordered by the Engineer as work
proceeds. The TESCP are intended to minimize erosion and
sedimentation as well as protect waters of the state and the city’s
municipal separate storm sewer system (MS4) as required by law.
SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.2 Materials
Materials shall meet the requirements of the following sections of the
Kent Special Provisions and the WSDOT Standard Specifications:
Seed .................................... 9-14.3
Fertilizer ............................... 9-14.4
Mulch and Amendments .......... 9-14.5
Tackifier ............................... 9-14.5(7)
8-01.3 Construction Requirements
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1) General
Preventing and controlling pollution, erosion, runoff, and related
damage requires the Contractor to install temporary stormwater best
management practices (BMPs) as per the plans and as directed by the
City.
As site conditions dictate, additional BMPs may be required. The
Contractor shall anticipate the need for additional best management
practices and propose necessary changes to the City.
Should the Contractor fail to install the required temporary erosion and
sediment control (TESC) measures or to perform maintenance in a
timely manner, or fail to take immediate action to install additional
approved measures, all fines, cost of cleanup, costs for delays and
down time shall be borne by the Contractor.
All cost for this work shall be paid for under the unit contract bid prices.
The upgrading of the TESCP facilities shall not constitute a basis for
additional working days for this project.
2021 Storm Sewer CIPP Lining/Leyrer 8 - 2 May 24, 2021
Project Number: 21-3022.2
The Contractor shall provide the Engineer a minimum of two working
days notice prior to clearing adjacent to any wetland, creek or other
sensitive area. During the construction period, no disturbance beyond
the flagged clearing limits shall be permitted. The flagging shall be
maintained by the Contractor for the duration of construction.
The TESC facilities shall be in accordance with and conform to the Kent
Surface Water Design Manual, the WSDOT Standards Specifications,
and the Ecology Construction Stormwater General Permit (if applicable),
except as modified by the Kent Design and Construction Standards or
these Kent Special Provisions.
It shall be the responsibility of the Contractor to notify the City at once
of any TESC deficiencies or changes in conditions such as rutting and or
erosion that may occur during construction. The Contractor may
recommend possible solutions to the Engineer in order to resolve any
problems that are occurring.
The requirements of this section shall apply to all areas of the site
subject to construction activity as described in the WSDOT Standard
Specifications, the Kent Special Provisions and contract plans, including
Contractor construction support facilities, Contractor personnel parking
areas, equipment and material storage/laydown areas, and other areas
utilized by the Contractor for completion of the work. Nothing in this
section shall relieve the Contractor from complying with other contract
requirements.
SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1)A Submittals
Prior to the start of any construction activities, the Contractor shall
submit for the Engineer’s review and approval, the following, as
necessitated by the work:
1. Dewatering Plan
2. Spill Prevention Control and Countermeasures Plan
3. Stream Bypass Plan for in-water work
4. Name and contact info for Contractor’s CESCL
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
8-01.3(1)F Applicable Regulations and Criteria
All construction activities are subject to applicable federal, state, and
local permits. The Contractor shall comply with requirements of
applicable state and local regulatory requirements, including, but not
limited to the following:
1. WAC 173-201A Water Quality Standards for Surface Waters of the
State of Washington
2. RCW 90.48.080 Discharge of pollutants in waters prohibited
2021 Storm Sewer CIPP Lining/Leyrer 8 - 3 May 24, 2021
Project Number: 21-3022.2
3. City of Kent 2017 Surface Water Design Manual
4. Construction Stormwater General Permit – WA Department of
Ecology
8-01.3(1)G Water Quality Monitoring
Sampling of site stormwater discharges is only required if the project is
covered under the WA Department of Ecology Construction Stormwater
General Permit or if there is a suspected discharge that exceeds state
water quality standards.
If the project is covered under the Construction Stormwater General
Permit, then the Contractor shall conduct sampling as per the
conditions listed in the permit.
Any results that are outside the appropriate range of compliance will
require immediate implementation of adaptive management as outlined
in applicable permits, stormwater pollution prevention plan, and as
directed by the Engineer.
All sampling records shall be submitted to the Engineer by the last day
of the monitoring period. All necessary adaptive management
requirements shall be the responsibility of the Contractor to implement
and maintain.
All costs for this work shall be included in the various unit contract bid
prices.
8-01.3(2) Seeding, Fertilizing and Mulching
SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING:
8-01.3(2)B Seeding and Fertilizing
Topsoil and all other unpaved and unsodded areas within easements and
right-of-way disturbed as part of this project shall be seeded. Hydroseeding
shall be the method of seed application. Hydroseed shall consist of a slurry
composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly
broadcast over areas to be seeded. All work shall conform in all respects to
Section 8-01 of the WSDOT Standard Specifications, except as modified
herein.
The Contractor shall notify the Engineer not less than 48 hours in
advance of any hydroseeding operation and shall not begin the work
until areas prepared or designated for hydroseeding have been
approved. Following the Engineer's approval, hydroseeding of the
approved slopes shall begin immediately.
Hydroseeding shall not be done during windy weather or when the
ground is frozen, excessively wet, or otherwise untillable.
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Project Number: 21-3022.2
Hydroseed mixture to be applied by an approved hydro seeder which
utilizes water as the carrying agent, and maintains continuous agitation
through paddle blades. It shall have an operating capacity sufficient to
agitate, suspend, and mix into a homogeneous slurry the specified
amount of seed and water or other material. Distribution and discharge
lines shall be large enough to prevent stoppage and shall be equipped
with a set of hydraulic discharge spray nozzles that will provide a
uniform distribution of the slurry.
The seed and fertilizer cannot be placed in the tank more than 30
minutes prior to application. The seed and fertilizer shall have a tracer
added to visibly aid uniform application. This tracer shall not be
harmful to plant and animal life. If wood cellulose fiber is used as a
tracer, the application rate shall not exceed 25 pounds per acre.
Areas where hydroseeding is not practical, must be seeded by approved
hand methods as approved by the engineer. When seeding by hand,
Contractor shall incorporate seed into the top 1/4 inch of soil.
The hydroseed slurry shall consist of the following materials mixed
thoroughly together and applied in the quantities indicated.
1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to
be mixed mechanically on the site or may be mixed by the dealer.
If seed is mixed on site, each variety shall be delivered in the
original containers bearing the dealer’s guaranteed analysis. If
seed is mixed by the dealer, the Contractor shall furnish to the
Engineer the Dealer’s guaranteed statement of the composition of
the mixture and the percentage of purity and germination of each
variety.
Grass seed shall be purchased from a recognized distributor and
shall be composed of the varieties mixed in the proportions
indicated in the WSDOT Standard Specifications and Kent Special
Provisions. Seed shall meet the minimum percentages of purity
and germination specified in Section 9-14.2 of the Kent Special
Provisions. Seed shall be applied at the rate of 120 pounds per
acre.
The Contractor shall protect seed from hydration, contamination,
and heating during delivery, storage, and handling. Seed shall be
stored in a cool dry location away from contaminants.
Mix A shall be used as the standard hydroseed mix unless
otherwise specified herein or on approved project plans.
Mix B shall be used exclusively for seeded areas adjacent to grass
lawns, within seeded medians, and within seeded traffic islands.
In addition, Mix B shall be used for all seeded areas not specifically
showing Mix A on the plans, or where otherwise directed by the
Engineer.
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Project Number: 21-3022.2
2. Water: The Contractor shall begin maintenance immediately after
seeding for a minimum of ten (10) weeks or longer as needed.
Water seeded areas before hydroseed slurry has completely dried
out. Water slowly and thoroughly with fine spray nozzle. Water
the hydroseeded areas at least twice daily (in the early morning
and late afternoon) until the grass is well established as
determined by the Engineer. Repeat watering operation as
required by climatic conditions to keep areas moist for a minimum
period of 2 weeks from the day of first watering and as necessary
for healthy growth.
3. Mulch: As needed to meet requirements of Sections 8-01.3(2)D
and 9-14.4.
4. Fertilizer: All areas which are seeded shall receive fertilizer of the
following proportions and formulation applied at the rate of 400
pounds per acre. All areas which are seeded shall receive fertilizer
meeting the requirements of Section 9-14.3 of the Kent Special
Provisions.
Fertilizer shall not be applied on any creek sideslopes in order to
avoid contamination of these creeks.
5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per
1,000 square feet. The seed shall be applied by an approved hand
held spreader. The seed shall be evenly distributed over the
disturbed area. Apply seed mix after fertilizing and rake the seed
into the surface soil to a depth of 1/4-inch.
6. If the slurry is used for temporary erosion control it shall be applied
at the following rates:
EROSION CONTROL:
Seed 170 lbs/acre of “Mix A” unless otherwise directed
by Engineer.
Fertilizer 400 lbs/acre
Wood Fiber 2,000 lbs/ acre
Tackifier 80 lbs/acre
SECTION 8-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING:
8-01.3(2)D Mulching
Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT
Standard Specifications shall be used where mulch is called for on this
project. The application rate shall be 2,000 pounds to the acre in
accordance with Section 8-01 of the WSDOT Standard Specifications.
Mulch shall be incorporated into the slurry of seed and fertilizer.
Mulch of the type specified in Section 9-14.4(2) shall be included in the
hydroseeding process. Wood cellulose fiber used as a mulch shall be
suitable for application with hydroseeders as specified in Section
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Project Number: 21-3022.2
8-01.3(2)B. The application of seed, fertilizer, and mulch shall be
required in a single operation for all seed applications, unless otherwise
directed. Mulch materials, shall be furnished, hauled, and evenly
applied at the rates indicated, and shall be spread on seeded areas
immediately after seeding unless otherwise specified.
Distribution of straw mulch material shall be by means of an approved
type mulch spreader, which utilizes forced air to blow mulch material on
seeded areas. In spreading straw mulch, the spreader shall not cut or
break the straw into short stalks. Straw mulch shall be applied at a
rate to achieve a loose, overall thickness of three (3) inches.
Areas not accessible by mulching equipment shall be mulched by
approved hand methods and shall achieve similar results.
Mulch sprayed on signs or sign structures shall be removed the same
day.
SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(2)E Soil Binders and Tacking Agents
Unless specified otherwise, wood cellulose fiber mulch per Section
9-14.4(2) of the WSDOT Standard Specifications shall have tackifier
incorporated into the mulch fiber during manufacture. If additional
tackifier is required, the tackifier shall be Type A as specified in Section
9-14.4(7) of the WSDOT Standard Specifications. When specified, soil
binders and tacking agents shall be applied in accordance with the
manufacturer's recommendations.
SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE
PARAGRAPHS AND REPLACING WITH THE FOLLOWING:
8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch
Unless otherwise approved by the Engineer, the final application of
seeding, fertilizing, and mulching of slopes shall be performed during
the following periods:
West of the summit of the Cascade Range - March 1 to May 15 and
August 15 to October 1. Where contract timing is appropriate, seeding,
fertilizing, and mulching shall be accomplished during the spring period
listed above. Written permission to seed after October 1 will only be
given when physical completion of the project is imminent and the
environmental conditions are conducive to satisfactory growth.
SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(2)G Protection and Care of Seeded Areas
Protect adjacent property, public walks, curbs and pavement from
damage. Do not place soil directly on paved surfaces. Locate all
underground utilities prior to the commencement of work. Keep streets
2021 Storm Sewer CIPP Lining/Leyrer 8 - 7 May 24, 2021
Project Number: 21-3022.2
and area drains open and free flowing. Protect all seeding against
wind, storm, and trespassing. Replace any plants that become
damaged or injured. In seeded areas, treat and reseed damaged spots
larger than one square foot.
SECTION 8-01.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(2)H Inspection
Inspection of seeded areas shall be made upon completion of seeding
operations, at the end of the maintenance period, and at any time
during the maintenance period. The Contractor shall reseed, re-mulch
or re-fertilize as required to establish a uniform, thick stand of grass. A
uniform stand of grass shall be defined as any grass area with no spots
greater than one square foot.
Areas failing to show a uniform thick, healthy stand of grass after the
maintenance period shall be reseeded consistent with the Kent Special
Provisions at the Contractor's expense. Reseeded areas will be subject
to inspection for acceptance.
8-01.3(9) Sediment Control Barriers
SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(9)D Inlet Protection
Cleaning and maintenance of inlet protection shall not flush sediment,
or sediment-laden water into the downstream system.
SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-01.3(17) Vehicle Maintenance and Storage
Handling and storage of fuel, oil and chemicals shall not take place
within 50 feet of waterways. Storage shall be in dike tanks and barrels
with drip pans provided under the dispensing area. Shut-off and lock
valves shall be provided on hoses. Fuel, oil, and chemicals shall be
dispensed only during daylight hours unless approved by the engineer.
Fencing shall be provided around storage area. Locks shall be provided
on all valves, pumps, and tanks. Materials used to clean up fuel, oil,
and chemical spills shall be disposed of as directed by the engineer.
Water used for washing vehicles and equipment shall not be allowed to
enter storm drains or other State waters. No processed waste water(s)
of any kind shall be discharged onto the ground, to surface waters, or
to stormwater conveyance systems.
2021 Storm Sewer CIPP Lining/Leyrer 8 - 8 May 24, 2021
Project Number: 21-3022.2
SECTION 8-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.4 Measurement
“Surface Restoration” shall be measured by Force Account.
SECTION 8-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.5 Payment
Payment for “Surface Restoration” shall be by Force Account for all
labor, materials, tools, and equipment necessary to complete the
surface restoration of all areas disturbed by the Contractor to equal to
or better than pre-construction condition (as determined by the
Engineer), including but not limited to sod, landscaping, hardscape, and
pavement restoration.
8-02 ROADSIDE RESTORATION
SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.1 Description
Drawings and Specifications:
Definitions: The word “provide” means “furnish and install” (for
landscaping only).
Dimensions and Measurements: Dimensions govern when shown. Scale
is approximate. Contractor shall check all dimensions in the field and
verify them with respect to adjacent or incorporated work. Any
discrepancies in the drawings shall be brought to the immediate
attention of the Engineer before work proceeds further.
Number of Specified Items Required: Wherever in these Kent Special
Provisions an article, device or piece of equipment is referred to in the
singular number, such reference shall include as many such items as
are shown on drawings or required to complete the installation.
SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-02.1(1) Submittals
The Contractor shall submit within 20 days after Notice to Proceed date
a list of all plant material indicating source of supply, order invoice, size
and quantity for such species or variety.
All plant materials shall meet requirements of State and Federal laws
with respect to inspection for plant diseases and infestations.
Inspection certificates required by law shall accompany each shipment
of plant material and submitted to the Engineer.
2021 Storm Sewer CIPP Lining/Leyrer 8 - 9 May 24, 2021
Project Number: 21-3022.2
SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.2 Materials
Materials shall meet the requirements of the following sections:
Topsoil Type A, Type B, and Type C ............. 9-14.1(1), (2), (3)
Seed ....................................................... 9-14.2
Fertilizer .................................................. 9-14.3
Mulch and Amendments ............................. 9-14.4
Wood Cellulose Fiber ................................. 9-14.4(2)
Special Planting Mixture ............................. 9-14.4(9)
Erosion Control Devices ............................. 9-14.5
Plant Materials .......................................... 9-14.6
Street Trees ............................................. 9-14.6(1)A
Stakes, Guys and Wrapping ....................... 9-14.7
Tree Ties ................................................. 9-14.7(1)
Water for Plants........................................ 9-25.2
Botanical identification and nomenclature of plant materials shall be
based on descriptions by Bailey in “Hortus Third” or superseding
editions and amendments.
8-02.3 Construction Requirements
SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(1) Responsibility During Construction
The Contractor shall at all times keep the planted areas free from
accumulations of waste materials or rubbish. Upon completion of the
planting work, the Contractor shall immediately remove all refuse and
debris resulting from the planting activities. The project will not receive
either preliminary or final approval if the cleanup does not meet with
the approval of the Engineer.
SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(3) Weed and Pest Control
During the maintenance period, all weeds are to be removed by hand.
SECTION 8-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(5) Planting Area Preparation
The Contractor shall excavate planting pits to a depth of three feet
below the top of adjacent sidewalks, or adjacent ground if trees are not
being planted in sidewalk cutouts. Tree pits shall be about three feet in
diameter, and shall be neat and uniform basins around each tree. The
Contractor shall then place special planting mixture into the tree basins,
bringing to grade about one and one-half foot below the top of the
planter by compaction by repeated watering.
2021 Storm Sewer CIPP Lining/Leyrer 8 - 10 May 24, 2021
Project Number: 21-3022.2
Refer to Section 8-02.3(4) of the WSDOT Standard Specifications.
SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(7) Layout of Planting
The location of plantings shall be according to the landscaping details,
unless otherwise directed by the Engineer. The Contractor shall layout
tree, shrub and herbaceous plant locations and receive the approval of
the Engineer before planting begins.
SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(8) Planting
All plants shall be carefully placed in excavated holes to prevent
damage to fibrous root systems during placement and backfilling
operations, with burlap or container removed. Plants shall be set
vertically in the center of the pits, backfilled with native soil, watered
and settled so that the crown of the root ball will have the same
relation to finished grade as it bore to the grade of the ground from
which it was dug. All street trees shall be planted in general
conformance to Kent Standard Plan 6-55.
SECTION 8-02.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(9) Pruning, Staking, Guying, and Wrapping
Pruning shall be limited to the minimum amount necessary to remove
injured twigs and branches. Only cut injured limbs to the nearest
lateral bud. Do not apply tree wound paint or petroleum product to tree
cuts.
The Contractor shall use rootball bracing (triangle method) rather than
staking or guying to support new trees.
SECTION 8-02.3(11) IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.3(11) Wood Chip Mulch
Revise all references in this section from bark or wood chip mulch to
“wood chip mulch.”
A sample of the wood chip mulch shall be provided to the Engineer or
project Ecologist in a 1-gallon re-closable bag at least seven (7) days
prior to application.
SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(13) Plant Establishment
2021 Storm Sewer CIPP Lining/Leyrer 8 - 11 May 24, 2021
Project Number: 21-3022.2
The Contractor is responsible for maintaining all trees and shrubs in a
clean and thriving condition for a period of not less than two calendar
years. The period of maintenance shall begin upon final installation and
inspection of work, and subsequent written notification by the Engineer.
Maintenance shall include all necessary cleaning, weeding, pruning,
watering, and one supplemental feeding with approved fertilizer.
The Contractor shall water all trees and shrubs a minimum of once per
week during the months of June through September to establish the
vegetation during the dry summer months. Maintenance of this
watering schedule is critical to the survival of the trees and shrubs.
SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(14) Plant Replacement
The Contractor shall replace all trees and shrubs which, in the opinion
of the City Nursery Supervisor, have failed to establish themselves
during the maintenance period at its sole expense. All replacement
planting shall be conducted in conformance to these specifications.
SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-02.3(17) Plant and Site Protection During Entire Construction Period
The Contractor shall:
1. Protect existing trees to remain and new plants against injury and
damage, including but not limited to: cutting, breaking, or skinning
of roots, trunk or branches, or smothering by stockpiling
construction material, or compaction by equipment.
2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines
of all existing trees, so as not to damage the root systems.
3. Notify Engineer immediately if a conflict arises between
construction activity and the protection of trees and shrubs; alter
methods as necessary and as approved by the Engineer.
SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.5 Payment
All costs for roadside restoration work shall be included in the Force
Account Bid Item for “Surface Restoration” (see Section 8-01.5).
2021 Storm Sewer CIPP Lining/Leyrer 9 - 1 May 24, 2021
Project Number: 21-3022.2
DIVISION 9 – MATERIALS
9-05 DRAINAGE STRUCTURES AND CULVERTS
DIVISION 9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
9-05.30 Cured-In-Place Pipe
9-05.30(1)A Cured-In-Place Pipe
CIPP products and materials shall be in accordance with the latest
version of ASTM F1216 for Resin-Impregnated Flexible Tube (Felt
Liner), with Supplier’s recommendations and as described below.
Fiberglass Lining and Ultraviolet Light Curing is not allowed for
this project.
1. CIPP Design Criteria
The CIPP design shall be in accordance with the latest version of
ASTM F1216, with physical properties and chemical resistance
demonstrated per ASTM D5813, F1216 for Type III, Grade 2 CIPP
classification, with final approval from the Engineer. The liner
thickness shall be designed based on the engineering formulas
listed in ASTM F1216 for “fully deteriorated” host pipes and the
conditions indicated in the Table below.
Flexural Modulus of Elasticity
(Short Term) See Section below based on
curing method
Flexural Strength (Short Term) See Section below based on
curing method
Design Safety Factor 2.0
Creep Retention Factor 50%
Ovality 2%, or as measured by field
inspection
Constrained Soil Modulus Per ASTM D3839, Soil Class III
at 90% compaction
Groundwater Depth At ground surface
Soil Depth As specified in the contract
Live Load HS-25
Soil Unit Weight 120 lbs/cf
Minimum Service Life 50 years
Design pipe lengths shall be from manhole to manhole or catch
basin to catch basin. The Contractor shall field verify lengths prior
to ordering materials.
The diameter of the existing pipes may be different from the
nominal inside diameter due to manufacturing or construction
tolerances, settlement or corrosion. It is the Contractor’s
responsibility to determine the diameter of each liner prior to
ordering materials.
The composite materials of the flexible tube and resin shall, upon
installation inside the host pipe, meet or exceed the minimum
2021 Storm Sewer CIPP Lining/Leyrer 9 - 2 May 24, 2021
Project Number: 21-3022.2
CIPP initial structural properties indicated in ASTM F1216, the
Contractor’s approved design for that location and the initial
chemical properties of ASTM D5813 when tested in accordance
with ASTM D790 and D5813.
For each sewer line, the Contractor shall submit site specific
design calculations including wall thickness, liner length, and
resin volume requirements of the CIPP to the Engineer for
approval prior to the start of construction. The Contractor’s
CIPP design calculations shall be stamped by a Professional
Engineer registered in the State of Washington.
In addition to sewer line specific design calculations, the
Contractor shall submit the Manufacturer’s product data for the
CIPP system used to the Engineer for approval prior to the start
of construction. This product data submittal shall include the
following items:
a. Manufacturer’s product information and material safety data
sheets for product components in the raw resin, hardeners,
solvents, and other compounds or chemicals used in this
project.
b. Technical data demonstrating that the CIPP system meets the
chemical resistance and corrosion resistance requirements of
ASTM D5813, and F1216 (Appendix X2) for Type III, Grade 2
CIPP.
c. Technical data demonstrating that the CIPP system has been
manufactured, sampled, and tested in accordance with ASTM
D5813, and F1216.
2. Flexible Fabric Tube (Felt Liner)
Flexible Fabric Tube (felt liner), including main line pipe
applications, shall consist of one or more layers of flexible needled
felt or an equivalent non-woven material, or a combination of non-
woven and woven materials capable of carrying resin and
withstanding installation pressures. The felt liner shall be
manufactured in accordance with ASTM F1216 and ASTM D5813.
a. The liner shall be continuous in length and the wall thickness
shall be uniform. No overlapping sections shall be allowed in
the length of the liner. No overlapping sections shall be
allowed in the circumference of the liner when felt liner is
used.
b. The liner shall be capable of conforming to offset joints, bells,
and disfigured pipe sections. It shall be able to stretch to fit
irregular pipe sections and negotiate bends.
c. The liner shall be marked at regular intervals along its entire
length, not to exceed 5 feet. Markings shall include Supplier’s
name or identifying symbol.
2021 Storm Sewer CIPP Lining/Leyrer 9 - 3 May 24, 2021
Project Number: 21-3022.2
d. The liner shall be manufactured with materials from a
consistent supplier. All materials of a similar type shall be
from a single source for the entire project.
e. The liner shall be fabricated to a size that, when installed, will
tightly fit to the internal circumference and length of the host
pipe. Allowance shall be made for circumferential stretching
during the installation process.
f. Liners shall be inserted by the inversion process.
The liner shall be coated on one side with a translucent,
waterproof coating of either one of the following:
i. polyvinyl chloride (PVC)
ii. polyurethane
iii. polyethylene
g. Inserting liners by the pull/winch method is not
allowed for this project.
h. The liner shall be of a light reflective color that ensures clear
detailed in-pipe closed circuit television inspection of the
installed cured-in-place pipe.
i. The liner shall meet the chemical resistance criteria specified
in ASTM D5813 and ASTM F1216 (Appendix X2) for Type III,
Grade 2.
3. Resin for Water Curing Application
The resin system for the cured-in-place pipe process using water
curing shall be manufactured in accordance with ASTM F1216.
Resin shall have the following characteristics:
a. The resin shall be thermosetting, and either polyester, vinyl
ester, or epoxy based.
b. When cured, the resin shall have a flexural strength of not
less than 4,500 psi (ASTM D790).
c. When cured, the resin shall have a flexural modulus (short
term) of not less than 250,000 psi (ASTM D790).
d. When cured, the resin shall have a tensile strength of not less
than 3,000 psi (ASTM D638)
e. The resin shall be able to cure in the presence of water.
f. The resin initiation temperature for curing should be less than
180 degrees F.
g. The resin color shall be in contrast to the color of the liner
fabric to assist in visual inspection.
2021 Storm Sewer CIPP Lining/Leyrer 9 - 4 May 24, 2021
Project Number: 21-3022.2
h. The CIPP resin shall be compatible with the liner fabric, liner
coating, other rehabilitation systems it may contact, and the
host pipe materials.
i. The resin shall form no excessive bubbling or wrinkling during
lining.
j. The resin shall be manufactured with materials from a
consistent supplier. All materials of similar type shall be from
a single source for the entire project.
k. The resin shall have no fillers added for the sole purpose of
increasing the resin volume. Resin shall include no more than
5% filler by volume for the purpose of modifying resin
viscosity, heat transfer characteristics, or flexural modulus of
a cured liner.
9-05.30(1)B Hydrophilic End Seal For CIPP Installation
Hydrophilic end seals for CIPP installations shall consist of a circular
rubber sealing element capable of resisting groundwater pressures
equal to the groundwater table being at the ground surface.
Hydrophilic end seals shall be manufactured in a seamless o-ring shape
specific to the host pipe size.
The rubber sealing element shall be of a type formulated to resist
degradation when exposed to domestic sewage or any component of the
CIPP system, and shall permanently swell in the presence of water to
not less than 175% of its original thickness.
Hydrophilic end seals shall be furnished with a mechanical or adhesive
means of retention that will prevent any shifting or movement during
and after CIPP installation and curing.
Once installed and swelled, the hydrophilic end seals shall not reduce
the internal diameter of the host pipe by more than 5%.
9-14 EROSION CONTROL AND ROADSIDE PLANTING
9-14.2 Topsoil
SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.2(1) Topsoil Type A
Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 –
67% sand and/or sandy loam and 33 – 50% composted organic
material by volume. Total organic matter shall be at least 5% by dry
weight for areas where turf will be installed, and at least 10% by dry
weight for all other landscape areas. Organic matter shall be
determined by Loss-on-Ignition test. Acceptable tests include the most
current version of ASTM D2974 “Test Methods for Moisture, Ash, and
2021 Storm Sewer CIPP Lining/Leyrer 9 - 5 May 24, 2021
Project Number: 21-3022.2
Organic Matter of Peat and Other Organic Soils,” and TMECC 05.07A
“Loss-On-Ignition Organic Matter Method.”
Compost-Amended Planting soil shall not contain any viable seeds or
roots capable of sprouting any State-listed noxious weed, or invasive
root-propagating plants including but not limited to horsetail, ivy,
clematis, knotweed, Scot’s broom, reed canary grass, Himalayan
blackberry, etc. Soil found to contain these prohibited viable plant
materials shall be removed and replaced at the Contractor’s expense.
A. The soil shall meet the following requirements.
1. The mixed soil shall meet the following gradation:
Screen
Size *
Percent
Passing
2 inch 100
1 inch 99-100
5/8” 90 – 100
1/4" 75-100
*Maximum particle length of 6 inches
B. Shall have a pH range between 5.5 and 8.5. The pH shall be
determined by soil test.
C. Organic material shall consist of composted yard debris or organic
waste material composted for a minimum of 3 months. Compost
shall consist of 100% recycled content and meet all requirements
for compost in Section 9-14.5(8) of the Standard Specifications.
D. Submit a certified laboratory analysis from an accredited soils
testing laboratory indicating the Material source and compliance
with all planting soil and compost specifications to the Engineer or
project Ecologist for approval no less than seven (7) days before
delivery to the Project Site. The analysis shall be with a sample
size of no less than 2 pounds.
E. Site specific soil testing (after placement of material) may be
required for projects requiring more than 50 cubic yards of
compost-amended planting soil A Contractor provided accredited
laboratory approved by the Engineer shall make recommendations
for amendments required for optimum growth at no cost to the
owner. The Contractor will be allowed five (5) Working Days to
complete the testing from the time of written notice given by the
Engineer.
F. A sample of the compost amended planting soil shall be provided
to the Engineer or project Ecologist in a 1-gallon re-closable bag at
least seven (7) days prior to application.
2021 Storm Sewer CIPP Lining/Leyrer 9 - 6 May 24, 2021
Project Number: 21-3022.2
SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
9-14.2(4) Sandy Loam
Sandy loam shall consist of soil having a maximum clay content of ten
percent by weight. In addition, soil particles shall meet the following
requirements for grading:
Passing 1 inch sieve (square opening) ......... 100%
Passing 1 mm sieve .................................. 80% minimum
Passing 0.15 mm sieve .............................. 15% maximum
SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.3 Seed
Hydroseed:
Seed shall be “Blue Tag” or certified quality. The Contractor shall
deliver in unopened containers with mixture seed content and inert
material content plainly marked on the outside of the container.
Grasses used shall meet the following specifications:
Mix B (Landscaped Area Grass):
Weight
Proportion
Seed Mix “B”
Ingredient
Min. %
Pure Seed
Min. %
Germination
Max. %
Weed Seed
15% Creeping Red Fescue 95% 90% 0.5%
10% Chewings Fescue 95% 90% 0.5%
40% Perennial Ryegrass 95% 90% 0.5%
20% Alta Tall Fescue 95% 90% 0.5%
15% Annual Ryegrass 95% 90% 0.5%
The Contractor shall submit to the Engineer the manufacturer's
Certificate of Conformance for seed. A complete analysis of the seed
shall be submitted to the City for approval including percent of pure
seed, germination, other crop seed, inert and weed and the germination
test date.
The City reserves the right to reject any or all plant material at any
time until final inspection or acceptance. The Contractor shall remove
rejected plants immediately from site. The Contractor shall produce
upon request sales receipt for all nursery stock and certificates of
inspection.
SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.4 Fertilizer
Fertilizer for trees: Fertilizer shall consist of slow-release commercial
fertilizer (6-10-8).
2021 Storm Sewer CIPP Lining/Leyrer 9 - 7 May 24, 2021
Project Number: 21-3022.2
Fertilizer for upland seeded areas: Lilly Miller or approved equal to
provide the following nutrients: All areas which are seeded shall
receive fertilizer of the following proportions and formulation:
Total available Nitrogen ........... 16% of weight (of which 50% is
derived from ureaform)
Total available Phosphorous ..... 16% of weight
Total available Potassium ......... 16% of weight
Fertilizer for wetland seeded areas: All areas which are seeded in
wetlands or in detention ponds shall receive fertilizer of the following
proportions and formulation:
Total available nitrogen ........... 21%
(Analyzed as N)
Available phosphorous ............. 0%
(Analyzed as P205)
Available potassium ................ 10%
(Analyzed as K20)
Above percentages are proportioned by weight.
The Contractor shall deliver fertilizer to the site in original unopened
containers bearing manufacturer's chemical analysis, name, trade
name, trade mark, and indication of conformance to state and federal
laws. Instead of containers, fertilizer may be furnished in bulk with
certificate indicating the above information.
9-14.5 Mulch and Amendments
SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.5(8) Compost
Compost shall not contain any sawdust, straw, green or under-
composed organic matter, under-sterilized manure or toxic or otherwise
harmful materials.
SECTION 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
9-14.5(10) Wood Cellulose Fiber
Wood cellulose mulch shall be specially processed 100 percent virgin
wood fiber containing no growth or germination-inhibiting ingredients.
It shall be manufactured in such a manner that after addition and
agitation in slurry tanks with water, the fibers in the material will
become uniformly suspended to form a homogenous slurry. When
hydraulically sprayed on the ground, the material shall allow the
absorption and percolation of moisture.
Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier
or approved equal.
2021 Storm Sewer CIPP Lining/Leyrer 9 - 8 May 24, 2021
Project Number: 21-3022.2
Organic matter content shall be at least 93 percent on an oven-dry
basis as determined by ASTM D 586. The moisture content shall be no
more than 15 percent as determined by oven dried weight. Each
package of the cellulose fiber shall be marked by the manufacturer to
show the dried weight content.
2021 Storm Sewer CIPP Lining/Leyrer A - 1 May 24, 2021
Project Number: 21-3022.2
TRAFFIC CONTROL PLANS
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1 W4-2L
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2L
CONE TAPER = L
CONE TAPER = L
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
5/11/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
CIPP.1
2021 Storm CIPP
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. ALERT KING COUNTY METRO CONSTRUCTION 5 BUSINESS DAYS IN
ADVANCE OF ROAD WORK: 206-477-1140
5. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
6. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
7. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
PEDESTRIAN ESCORT: Stop work, secure passable ADA compliant
pedestrian access on existing sidewalk (4’ min.). Clear zone must
be free of overhead hazards when pedestrians are moving through
work area.
MANDATORY
ESCORT
28” REFL. CONESPEED
LIMIT
40
POSTED
SPEED
LIMIT
RESIDENCE
10020 SE 208th St
Kent, WA 98031
101 AVE SESE 208 ST
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH.
SIDEWALKS AND CROSSWALKS SHALL
BE MAINTAINED-ESCORT PRESENT
ROAD
WORK
AHEAD
W20-1
ESCORT
102 PL SEROAD
WORK
AHEAD
W20-1
ESCORT
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE
ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC
USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE.
WAC 296-155-305 SECTION 9(C)
W ORK HOURS: 9 AM - 3 PM
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
5/11/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
CIPP.2
2021 Storm CIPP
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1 W4-2L
28” REFL. CONE
100 AVE SESPEED
LIMIT
40
POSTED
SPEED
LIMIT
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
CONE TAPER = L
METRO STOP
UNAFFECTED
RESIDENCE
10020 SE 208th St
Kent, WA 98031
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. ALERT KING COUNTY METRO CONSTRUCTION 5 BUSINESS DAYS IN
ADVANCE OF ROAD WORK: 206-477-1140
5. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
6. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
7. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:101 AVE SESE 208 ST DRIVEWAY(MAINTAINED)ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2LCONE TAPER = L
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH.
SIDEWALKS AND CROSSWALKS SHALL
BE MAINTAINED-ESCORT PRESENT
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ESCORT
ESCORT
PEDESTRIAN ESCORT: Stop work, secure passable ADA compliant
pedestrian access on existing sidewalk (4’ min.). Clear zone must
be free of overhead hazards when pedestrians are moving through
work area.
MANDATORY
ESCORT
KEEP
LEFT
R4-7
18” x 24”
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE
ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC
USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE.
WAC 296-155-305 SECTION 9(C)
W ORK HOURS: 9 AM - 3 PM
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
5/11/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
CIPP.3
2021 Storm CIPP
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
FLAGGING STATION
PEDESTRIAN ESCORT: Stop work, secure passable ADA compliant
pedestrian access on existing sidewalk (4’ min.). Clear zone must
be free of overhead hazards when pedestrians are moving through
work area.
MANDATORY
ESCORT
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH.
SIDEWALKS AND CROSSWALKS SHALL
BE MAINTAINED-ESCORT PRESENT
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
ROAD
WORK
AHEAD
W20-1
28” REFL. CONE
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
Kent United Methodist Church
11010 SE 248th St
Kent, WA 98030
110 AVE SESE 248 ST
ROAD
WORK
AHEAD
W20-1
ESCORT
STOP
STOP
.
.
#
,
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4W20-7a DRIVEWAY(MAINTAINED)DRIVEWAY(MAINTAINED)STOP
110 CT SEROAD
WORK
AHEAD
W20-1
SHALL MAINTAIN 11’
MIN. LANE WIDTH
DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE
ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC
USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE.
WAC 296-155-305 SECTION 9(C)
Puget Sound FS #74
24611 116th Ave SE
Kent, WA 98030
In vicinity of work area.
Shall have priority access.
UNAFFECTED
BY CLOSURE
SHOULDER
SIDEWALK NOT PRESENT
ON THIS SIDE OF STREET
W ORK HOURS: 9 AM - 3 PM
vv vvBUMPBUMP
vv
vvBUMPBUMPvvvvBUMPBUMP TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
SUPERVISOR
PHONE NUMBER (office)
5/11/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
CIPP.4
2021 Storm CIPP
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
PEDESTRIAN ESCORT: Stop work, secure passable ADA compliant
pedestrian access on existing sidewalk (4’ min.). Clear zone must
be free of overhead hazards when pedestrians are moving through
work area.
MANDATORY
ESCORT
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH.
SIDEWALKS AND CROSSWALKS SHALL
BE MAINTAINED-ESCORT PRESENT
28” REFL. CONE
SPEED
LIMIT
25
POSTED
SPEED
LIMIT
42 AVE SESCORT
STOP
.
.
#
,
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
FLAGGING STATION
STOP
SHALL MAINTAIN 11’
MIN. LANE WIDTH
DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE
ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC
USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE.
WAC 296-155-305 SECTION 9(C)SIDEWALK NOT PRESENTON THIS SIDE OF STREETS 252 PL
ROAD
WORK
AHEAD
W20-1
S 253 ST
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
W20-7a
WORK AREA LOCATED BETWEEN
S 253rd ST & S 252nd ST.
WORK ZONE SHALL MOVE NORTH AS PHASES ARE
COMPLETED USING SAME SIGNS & SPACING
STOP
THIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
5/11/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
CIPP.5
2021 Storm CIPP
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH.
28” REFL. CONE
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
.
.
#
,
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
FLAGGING STATION
STOP
SHALL MAINTAIN 11’
MIN. LANE WIDTH
DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE
ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC
USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE.
WAC 296-155-305 SECTION 9(C)SIDEWALK NOT PRESENTON THIS SIDE OF STREETSE 276 ST
W20-7a
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
W20-7a
DEAD END 132 AVE SESIDEWALKSHOULDERSTOP
STOP
STOP
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
SIDEWALK
ENDS
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. ALERT KING COUNTY METRO CONSTRUCTION 5 BUSINESS DAYS IN
ADVANCE OF ROAD WORK: 206-477-1140
5. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
6. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
7. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
THIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
W ORK HOURS: 9 AM - 3 PM (W hen the re a re i m pa cts to 1 3 2 nd Ave SE)
LEGEND
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
SEQUENTIAL ARROW SIGN
TRAFFIC DIRECTION
SIGN SPACING = X
ROAD TYPE SIGN SPACING (X)
URBAN 25 / 30 MPH 200 FT*
*SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS
WORK AREA
GENERAL NOTES:
1 ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF
KENT SPECIFICATIONS
2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE
PROVIDED AT ALL TIMES
3
SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES
UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR
TEMPORARY WALKWAY CONSTRUCTED
4 "NO PARKING - TOW AWAY ZONE" SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES,
THREE (3) CALENDAR DAYS IN ADVANCE OF START OF WORK
5 PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE
6 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH
7 ALL SIGNS SHALL BE 48"X48", BLACK LEGENDS WITH ORANGE BACKGROUND, UNLESS
OTHERWISE SPECIFIED
8 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28" IN HEIGHT OR TRAFFIC
DRUMS WITH WEIGHTED BASE
9 NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS.
SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS
10 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS
11 CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN (7)
CALENDAR DAYS IN ADVANCE OF START OF WORK
12
CONTRACTOR SHALL ALERT THE SCHOOL DISTRICTS IN THE AREA SEVEN (7)
CALENDAR DAYS IN ADVANCE OF START OF WORK:
* KENT SCHOOL DISTRICT AT (253) 373-7442
* FEDERAL WAY SCHOOL DISTRICT AT (253) 945-5960
13
CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN (7) CALENDAR DAYS IN
ADVANCE OF START OF WORK AT construction.coord@kingcounty.gov OR BY PHONE AT
206-447-1140, ON PROJECT LIMITS SERVICED BY TRANSIT
PCMS NOTES:
1 INSTALL PCMS SEVEN (7) CALENDAR DAYS PRIOR TO START OF WORK
2 NOTIFY CITY OF KENT PROJECT INSPECTOR THREE (3) CALENDAR DAYS IN ADVANCE
OF INSTALLING PCMS
*CHANNELIZING DEVICES ARE NOT REQUIRED
DURING PAVING OPERATIONS
ADDITIONAL REQUIRED SIGNS:
THE FOLLOWING WARNING SIGNS MUST ALSO BE ADDED TO WARN OF ACTUAL ROADWAY
CONDITIONS
*W21-801 "ABRUPT LANE EDGE"
*W8-2001 "GROOVED PAVEMENT"
*W8-1 "BUMP"
ACCORDING TO RCW 47.36.200, ROAD
PROJECTS WHERE GROOVED PAVEMENT,
ABRUPT LANE EDGES, STEEL PLATES, AND/OR
GRAVEL OR EARTH ROADWAY SURFACE ARE
PRESENT, W21-1701 SIGN SHALL BE INSTALLED
WARNING MOTORISTS FROM ALL DIRECTION OF
TRAFFIC.
City of Kent
Public Works Department
Engineering Division
G:\Operations\Traffic Control Plans\TRAFFIC CONTROL PLANS - CITY OF KENT.dwg, TCP (R1), 12/1/2017 6:30:59 AM, ANSI full bleed B (17.00 x 11.00 Inches), 1:1
WORK AREA
*CHANNELIZING DEVICES ARE NOT REQUIRED
DURING PAVING OPERATIONS
SIGN SPACING = X
ROAD TYPE SIGN SPACING (X)
URBAN 25 / 30 MPH 200 FT*
*SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
SEQUENTIAL ARROW SIGN
TRAFFIC DIRECTION
ACCORDING TO RCW 47.36.200, ROAD
PROJECTS WHERE GROOVED PAVEMENT,
ABRUPT LANE EDGES, STEEL PLATES, AND/OR
GRAVEL OR EARTH ROADWAY SURFACE ARE
PRESENT, W21-1701 SIGN SHALL BE INSTALLED
WARNING MOTORISTS FROM ALL DIRECTION OF
TRAFFIC.
PCMS NOTES:
1 INSTALL PCMS SEVEN (7) CALENDAR DAYS PRIOR TO START OF WORK
2 NOTIFY CITY OF KENT PROJECT INSPECTOR THREE (3) CALENDAR DAYS IN ADVANCE
OF INSTALLING PCMS
ADDITIONAL REQUIRED SIGNS:
THE FOLLOWING WARNING SIGNS MUST ALSO BE ADDED TO WARN OF ACTUAL ROADWAY
CONDITIONS
*W21-801 "ABRUPT LANE EDGE"
*W8-2001 "GROOVED PAVEMENT"
*W8-1 "BUMP"
LEGEND
GENERAL NOTES:
1 ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF
KENT SPECIFICATIONS
2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE
PROVIDED AT ALL TIMES
3
SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES
UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR
TEMPORARY WALKWAY CONSTRUCTED
4 "NO PARKING - TOW AWAY ZONE" SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES,
THREE (3) CALENDAR DAYS IN ADVANCE OF START OF WORK
5 PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE
6 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH
7 ALL SIGNS SHALL BE 48"X48", BLACK LEGENDS WITH ORANGE BACKGROUND, UNLESS
OTHERWISE SPECIFIED
8 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28" IN HEIGHT OR TRAFFIC
DRUMS WITH WEIGHTED BASE
9 NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS.
SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS
10 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS
11 CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN (7)
CALENDAR DAYS IN ADVANCE OF START OF WORK
12
CONTRACTOR SHALL ALERT THE SCHOOL DISTRICTS IN THE AREA SEVEN (7)
CALENDAR DAYS IN ADVANCE OF START OF WORK:
* KENT SCHOOL DISTRICT AT (253) 373-7442
* FEDERAL WAY SCHOOL DISTRICT AT (253) 945-5960
13
CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN (7) CALENDAR DAYS IN
ADVANCE OF START OF WORK AT construction.coord@kingcounty.gov OR BY PHONE AT
206-447-1140, ON PROJECT LIMITS SERVICED BY TRANSIT
City of Kent
Public Works Department
Engineering Division
G:\Operations\Traffic Control Plans\TRAFFIC CONTROL PLANS - CITY OF KENT.dwg, TCP (R2), 12/1/2017 6:31:05 AM, ANSI full bleed B (17.00 x 11.00 Inches), 1:1
WORK
AREA
SIGN SPACING = X
ROAD TYPE SIGN SPACING (X)
URBAN 25 / 30 MPH 200 FT*
*SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
SEQUENTIAL ARROW SIGN
TRAFFIC DIRECTION
ACCORDING TO RCW 47.36.200, ROAD
PROJECTS WHERE GROOVED PAVEMENT,
ABRUPT LANE EDGES, STEEL PLATES, AND/OR
GRAVEL OR EARTH ROADWAY SURFACE ARE
PRESENT, W21-1701 SIGN SHALL BE INSTALLED
WARNING MOTORISTS FROM ALL DIRECTION OF
TRAFFIC.
PCMS NOTES:
1 INSTALL PCMS SEVEN (7) CALENDAR DAYS PRIOR TO START OF WORK
2 NOTIFY CITY OF KENT PROJECT INSPECTOR THREE (3) CALENDAR DAYS IN ADVANCE
OF INSTALLING PCMS
ADDITIONAL REQUIRED SIGNS:
THE FOLLOWING WARNING SIGNS MUST ALSO BE ADDED TO WARN OF ACTUAL ROADWAY
CONDITIONS
*W21-801 "ABRUPT LANE EDGE"
*W8-2001 "GROOVED PAVEMENT"
*W8-1 "BUMP"
LEGEND
GENERAL NOTES:
1 ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF
KENT SPECIFICATIONS
2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE
PROVIDED AT ALL TIMES
3
SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES
UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR
TEMPORARY WALKWAY CONSTRUCTED
4 "NO PARKING - TOW AWAY ZONE" SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES,
THREE (3) CALENDAR DAYS IN ADVANCE OF START OF WORK
5 PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE
6 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH
7 ALL SIGNS SHALL BE 48"X48", BLACK LEGENDS WITH ORANGE BACKGROUND, UNLESS
OTHERWISE SPECIFIED
8 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28" IN HEIGHT OR TRAFFIC
DRUMS WITH WEIGHTED BASE
9 NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS.
SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS
10 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS
11 CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN (7)
CALENDAR DAYS IN ADVANCE OF START OF WORK
12
CONTRACTOR SHALL ALERT THE SCHOOL DISTRICTS IN THE AREA SEVEN (7)
CALENDAR DAYS IN ADVANCE OF START OF WORK:
* KENT SCHOOL DISTRICT AT (253) 373-7442
* FEDERAL WAY SCHOOL DISTRICT AT (253) 945-5960
13
CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN (7) CALENDAR DAYS IN
ADVANCE OF START OF WORK AT construction.coord@kingcounty.gov OR BY PHONE AT
206-447-1140, ON PROJECT LIMITS SERVICED BY TRANSIT
City of Kent
Public Works Department
Engineering Division
G:\Operations\Traffic Control Plans\TRAFFIC CONTROL PLANS - CITY OF KENT.dwg, TCP (R3), 12/1/2017 6:31:10 AM, ANSI full bleed B (17.00 x 11.00 Inches), 1:1
SIDEWALK BARRICADE
TEMPORARY WALKWAY
FLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
SEQUENTIAL ARROW SIGN
TRAFFIC DIRECTION
ACCORDING TO RCW 47.36.200, ROAD
PROJECTS WHERE GROOVED PAVEMENT,
ABRUPT LANE EDGES, STEEL PLATES, AND/OR
GRAVEL OR EARTH ROADWAY SURFACE ARE
PRESENT, W21-1701 SIGN SHALL BE INSTALLED
WARNING MOTORISTS FROM ALL DIRECTION OF
TRAFFIC.
PCMS NOTES:
1 INSTALL PCMS SEVEN (7) CALENDAR DAYS PRIOR TO START OF WORK
2 NOTIFY CITY OF KENT PROJECT INSPECTOR THREE (3) CALENDAR DAYS IN ADVANCE
OF INSTALLING PCMS
ADDITIONAL REQUIRED SIGNS:
THE FOLLOWING WARNING SIGNS MUST ALSO BE ADDED TO WARN OF ACTUAL ROADWAY
CONDITIONS
*W21-801 "ABRUPT LANE EDGE"
*W8-2001 "GROOVED PAVEMENT"
*W8-1 "BUMP"
LEGEND
GENERAL NOTES:
1 ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF
KENT SPECIFICATIONS
2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE
PROVIDED AT ALL TIMES
3
SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES
UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR
TEMPORARY WALKWAY CONSTRUCTED
4 "NO PARKING - TOW AWAY ZONE" SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES,
THREE (3) CALENDAR DAYS IN ADVANCE OF START OF WORK
5 PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE
6 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH
7 ALL SIGNS SHALL BE 48"X48", BLACK LEGENDS WITH ORANGE BACKGROUND, UNLESS
OTHERWISE SPECIFIED
8 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28" IN HEIGHT OR TRAFFIC
DRUMS WITH WEIGHTED BASE
9 NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS.
SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS
10 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS
11 CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN (7)
CALENDAR DAYS IN ADVANCE OF START OF WORK
12
CONTRACTOR SHALL ALERT THE SCHOOL DISTRICTS IN THE AREA SEVEN (7)
CALENDAR DAYS IN ADVANCE OF START OF WORK:
* KENT SCHOOL DISTRICT AT (253) 373-7442
* FEDERAL WAY SCHOOL DISTRICT AT (253) 945-5960
13
CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN (7) CALENDAR DAYS IN
ADVANCE OF START OF WORK AT construction.coord@kingcounty.gov OR BY PHONE AT
206-447-1140, ON PROJECT LIMITS SERVICED BY TRANSIT
City of Kent
Public Works Department
Engineering Division
G:\Operations\Traffic Control Plans\TRAFFIC CONTROL PLANS - CITY OF KENT.dwg, TCP (SW1), 12/1/2017 6:31:15 AM, ANSI full bleed B (17.00 x 11.00 Inches), 1:1
SIDEWALK BARRICADE SIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSED
AHEAD
CROSS HERE SIDEWALK CLOSEDUSE OTHER SIDESIDEWALK CLOSEDUSE OTHER SIDEFLAGGING STATION
TEMPORARY SIGN LOCATION
CHANNELIZING DEVICES
PROTECTIVE VEHICLE
SEQUENTIAL ARROW SIGN
TRAFFIC DIRECTION
ACCORDING TO RCW 47.36.200, ROAD
PROJECTS WHERE GROOVED PAVEMENT,
ABRUPT LANE EDGES, STEEL PLATES, AND/OR
GRAVEL OR EARTH ROADWAY SURFACE ARE
PRESENT, W21-1701 SIGN SHALL BE INSTALLED
WARNING MOTORISTS FROM ALL DIRECTION OF
TRAFFIC.
PCMS NOTES:
1 INSTALL PCMS SEVEN (7) CALENDAR DAYS PRIOR TO START OF WORK
2 NOTIFY CITY OF KENT PROJECT INSPECTOR THREE (3) CALENDAR DAYS IN ADVANCE
OF INSTALLING PCMS
ADDITIONAL REQUIRED SIGNS:
THE FOLLOWING WARNING SIGNS MUST ALSO BE ADDED TO WARN OF ACTUAL ROADWAY
CONDITIONS
*W21-801 "ABRUPT LANE EDGE"
*W8-2001 "GROOVED PAVEMENT"
*W8-1 "BUMP"
LEGEND
GENERAL NOTES:
1 ALL SIGN PLACEMENT AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF
KENT SPECIFICATIONS
2 PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE
PROVIDED AT ALL TIMES
3
SIDEWALKS SHALL REMAIN OPEN AND PASSABLE TO PEDESTRIANS AT ALL TIMES
UNLESS SIDEWALK CLOSURE TRAFFIC CONTROL PLAN IS IMPLEMENTED OR
TEMPORARY WALKWAY CONSTRUCTED
4 "NO PARKING - TOW AWAY ZONE" SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES,
THREE (3) CALENDAR DAYS IN ADVANCE OF START OF WORK
5 PROTECTIVE VEHICLE RECOMMENDED - MAY BE A WORK VEHICLE
6 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH
7 ALL SIGNS SHALL BE 48"X48", BLACK LEGENDS WITH ORANGE BACKGROUND, UNLESS
OTHERWISE SPECIFIED
8 CHANNELIZING DEVICES SHALL BE TRAFFIC CONES 28" IN HEIGHT OR TRAFFIC
DRUMS WITH WEIGHTED BASE
9 NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS.
SEE THE PROJECT SPECIFICATIONS FOR ADDITIONAL DETAILS
10 SEE PROJECT SPECIFICATIONS FOR WORK HOUR RESTRICTIONS
11 CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES SEVEN (7)
CALENDAR DAYS IN ADVANCE OF START OF WORK
12
CONTRACTOR SHALL ALERT THE SCHOOL DISTRICTS IN THE AREA SEVEN (7)
CALENDAR DAYS IN ADVANCE OF START OF WORK:
* KENT SCHOOL DISTRICT AT (253) 373-7442
* FEDERAL WAY SCHOOL DISTRICT AT (253) 945-5960
13
CONTRACTOR SHALL ALERT METRO TRANSIT SEVEN (7) CALENDAR DAYS IN
ADVANCE OF START OF WORK AT construction.coord@kingcounty.gov OR BY PHONE AT
206-447-1140, ON PROJECT LIMITS SERVICED BY TRANSIT
City of Kent
Public Works Department
Engineering Division
G:\Operations\Traffic Control Plans\TRAFFIC CONTROL PLANS - CITY OF KENT.dwg, TCP (SW2), 12/1/2017 6:31:19 AM, ANSI full bleed B (17.00 x 11.00 Inches), 1:1
2021 Storm Sewer CIPP Lining/Leyrer A - 2 May 24, 2021
Project Number: 21-3022.2
PREVAILING WAGE RATES
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: 06/08/2021
County_
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
Trade
Asbestos Abatement Workers
Boilermakers
Brick Mason
Brick Mason
Building Service Employees
Building Service Employees
Building Service Employees
Building Service Employees
Cabinet Makers (In Shop).
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Cement Masons
King Cement Masons
King Cement Masons
King Cement Masons
King
King
King
King
King
King
King
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Job Classification
Journey Level
Journey Level
Journey Level
Pointer -Caulker -Cleaner
Janitor
Traveling Waxer/Shampooer
Window Cleaner (Non -Scaffold)
Window Cleaner (Scaffold)
Journey Level
Acoustical Worker
Carpenter
Carpenters on Stationary Tools
Creosoted Material
Floor Finisher
Floor Layer
Scaffold Erector
Application of all Composition
Mastic
Application of all Epoxy
Material
Application of all Plastic
Material
Application of Sealing
Compound
Application of Underlayment
Building General
Composition or Kalman Floors
Concrete Paving
Curb Et Gutter Machine
Curb Et Gutter, Sidewalks
Curing Concrete
Wage Holiday Overtime Note
$52.39
$70.79
$60.57
$60.57
$26.28
$26.63
$29.98
$30.98
$22.74
$64.94
$64.94
$65.07
$65.07
$64.94
$64.94
$64.94
$64.84
5D
5N
7E
7E
5S
5S
5S
5S
7A
7A
7A
7A
7A
7A
7A
7A
$64.34 7A
$64.84 7A
$64.34 7A
1H
1C
1N
1N
2F
2F
2F
2F
1
4C
4C
4C
4C
4C
4C
4C
4U
*Risk
Class
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
4U
View
4U
View
4U
View
$64.84
7A
41J
View
$64.34
7A
41J
View
$64.84
7A
41J
View
$64.34
7A
41J
View
$64.84
7A
41J
View
$64.34
7A
41J
View
$64.34
7A
41J
View
King
King
King
King
King
King
King
King
King
King
King
King
King
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
King
Cement
Masons
King
Cement
Masons
King
Cement
Masons
King
Cement
Masons
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
Cement Masons
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Drywall Applicator
Drywall Tapers
Electrical Fixture Maintenance
Workers
Electricians - Inside
Electricians - Inside
Electricians - Inside
Finish Colored Concrete
Floor Grinding
Floor Grinding/Polisher
Green Concrete Saw, self -
powered
Grouting of all Plates
Grouting of all Tilt -up Panels
Gunite Nozzleman
Hand Powered Grinder
Journey Level
Patching Concrete
Pneumatic Power Tools
Power Chipping Et Brushing
Sand Blasting Architectural
Finish
Screed Et Rodding Machine
Spackling or Skim Coat
Concrete
Troweling Machine Operator
Troweling Machine Operator on
Colored Slabs
Tunnel Workers
Bell/Vehicle or Submersible
Operator (Not Under Pressure)
Dive Supervisor/Master
Diver
Diver On Standby
Diver Tender
Manifold Operator
Manifold Operator Mixed Gas
Remote Operated Vehicle
Operator/Technician
Remote Operated Vehicle
Tender
Assistant Engineer
Assistant Mate (Deckhand)
Boatmen
Engineer Welder
Leverman, Hydraulic
Mates
Oiler
Journey Level
Journey Level
Journey Level
$64.84 7A 4U View
$64.84 7A 4U View
$64.34 7A 4U View
$64.84 7A 4U View
$64.34
7A
4U
View
$64.34
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.34
7A
4U
View
$64.34
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.84 7A 4U View
$64.34 7A 4U View
$64.84 7A 4U View
$64.84 7A 4U View
$64.84 7A 4U View
$118.80 7A 4C View
$81.98
7A
4C
View
$118.80
7A
4C
8V View
$76.98
7A
4C
View
$69.91
7A
4C
View
$69.91
7A
4C
View
$74.91
7A
4C
View
$69.91
7A
4C
View
$65.19 7A 4C View
$70.62
5D
3F
View
$70.07
5D
3F
View
$70.62
5D
3F
View
$71.97
5D
3F
View
$73.41
5D
3F
View
$70.62
5D
3F
View
$70.07
5D
3F
View
$64.94
5D
1 H
View
$65.31
5P
1 E
View
$31.99
5L
1 E
View
Cable Splicer $92.57 7C 4E View
Cable Splicer (tunnel) $99.46 7C 4E View
Certified Welder $89.44 7C 4E View
King
Electricians - Inside
Certified Welder (tunnel)
$96.02
7C
4E
View
King
Electricians - Inside
Construction Stock Person
$44.78
7C
4E
View
King
Electricians - Inside
Journey Level
$86.30
7C
4E
View
King
Electricians - Inside
Journey Level (tunnel)
$92.57
7C
4E
View
King
Electricians - Motor Shop
Journey Level
$47.53
5A
1 B
View
King
Electricians - Powerline
Cable Splicer
$82.39
5A
4D
View
Construction
King
Electricians - Powerline
Certified Line Welder
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Groundperson
$49.17
5A
4D
View
Construction
King
Electricians - Powerline
Heavy Line Equipment
$75.64
5A
4D
View
Construction
Operator
King
Electricians - Powerline
Journey Level Lineperson
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Line Equipment Operator
$64.54
5A
4D
View
Construction
King
Electricians - Powerline
Meter Installer
$49.17
5A
4D
8W
View
Construction
King
Electricians - Powerline
Pole Sprayer
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Powderperson
$56.49
5A
4D
View
Construction
King
Electronic Technicians
Journey Level
$53.57
7E
1 E
View
King
Elevator Constructors
Mechanic
$100.51
7D
4A
View
King
Elevator Constructors
Mechanic In Charge
$108.53
7D
4A
View
King
Fabricated Precast Concrete
All Classifications - In -Factory
$18.25
5B
1 R
View
Products
Work Only
King
Fence Erectors
Fence Erector
$44.40
7A
4V
8Y
View
King
Fence Erectors
Fence Laborer
$44.40
7A
4V
8Y
View
King
Flaggers
Journey Level
$44.40
7A
4V
8Y
View
King
Glaziers
Journey Level
$69.26
7L
1Y
View
King
Heat Et Frost Insulators And
Journeyman
$79.43
5J
4H
View
Asbestos Workers
King
Heating Equipment Mechanics
Journey Level
$89.61
7F
1 E
View
King
Hod Carriers Et Mason Tenders
Journey Level
$54.01
7A
4V
8Y
View
King
Industrial Power Vacuum
Journey Level
$13.69
1
View
Cleaner
King
Inland Boatmen
Boat Operator
$61.41
5B
1 K
View
King
Inland Boatmen
Cook
$56.48
5B
1 K
View
King
Inland Boatmen
Deckhand
$57.48
5B
1 K
View
King
Inland Boatmen
Deckhand Engineer
$58.81
5B
1 K
View
King
Inland Boatmen
Launch Operator
$58.89
5B
1 K
View
King
Inland Boatmen
Mate
$57.31
5B
1 K
View
King
Inspection/Cleaning/Sealing Of
Cleaner Operator, Foamer
$31.49
1
View
Sewer Et Water Systems By
Operator
Remote Control
King
Inspection/Cleaning/Sealing Of
Grout Truck Operator
$13.69
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Head Operator
$24.91
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Technician
$19.33
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Tv Truck Operator
$20.45
1
View
Sewer Et Water Systems By
Remote Control
King
Insulation Applicators
Journey Level
$64.94
7A
4C
T
View
King
Ironworkers
Journeyman
$76.78
7N
10
View
King
Laborers
Air, Gas Or Electric Vibrating
$52.39
7A
4V
8Y
View
Screed
King
Laborers
Airtrac Drill Operator
$54.01
7A
4V
8Y
View
King
Laborers
Ballast Regular Machine
$52.39
7A
4V
8Y
View
King
Laborers
Batch Weighman
$44.40
7A
4V
8Y
View
King
Laborers
Brick Pavers
$52.39
7A
4V
8Y
View
King
Laborers
Brush Cutter
$52.39
7A
4V
8Y
View
King
Laborers
Brush Hog Feeder
$52.39
7A
4V
8Y
View
King
Laborers
Burner
$52.39
7A
4V
8Y
View
King
Laborers
Caisson Worker
$54.01
7A
4V
8Y
View
King
Laborers
Carpenter Tender
$52.39
7A
4V
8Y
View
King
Laborers
Cement Dumper -paving
$53.35
7A
4V
8Y
View
King
Laborers
Cement Finisher Tender
$52.39
7A
4V
8Y
View
King
Laborers
Change House Or Dry Shack
$52.39
7A
4V
8Y
View
King
Laborers
Chipping Gun (30 Lbs. And
$53.35
7A
4V
8Y
View
Over)
King
Laborers
Chipping Gun (Under 30 Lbs.)
$52.39
7A
4V
8Y
View
King
Laborers
Choker Setter
$52.39
7A
4V
8Y
View
King
Laborers
Chuck Tender
$52.39
7A
4V
8Y
View
King
Laborers
Clary Power Spreader
$53.35
7A
4V
8Y
View
King
Laborers
Clean-up Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Concrete Dumper/Chute
$53.35
7A
4V
8Y
View
Operator
King
Laborers
Concrete Form Stripper
$52.39
7A
4V
8Y
View
King
Laborers
Concrete Placement Crew
$53.35
7A
4V
8Y
View
King
Laborers
Concrete Saw Operator/Core
$53.35
7A
4V
8Y
View
Driller
King
Laborers
Crusher Feeder
$44.40
7A
4V
8Y
View
King
Laborers
Curing Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Demolition: Wrecking Et Moving
$52.39
7A
4V
8Y
View
(Incl. Charred Material)
King
Laborers
Ditch Digger
$52.39
7A
4V
8Y
View
King
Laborers
Diver
$54.01
7A
4V
8Y
View
King
Laborers
Drill Operator (Hydraulic,
$53.35
7A
4V
8Y
View
Diamond)
King
Laborers
Dry Stack Walls
$52.39
7A
4V
8Y
View
King
Laborers
Dump Person
$52.39
7A
4V
8Y
View
King
Laborers
Epoxy Technician
$52.39
7A
4V
8Y
View
King
Laborers
Erosion Control Worker
$52.39
7A
4V
8Y
View
King
Laborers
Faller Et Bucker Chain Saw
$53.35
7A
4V
8Y
View
King
Laborers
Fine Graders
$52.39
7A
4V
8Y
View
King
Laborers
Firewatch
$44.40
7A
4V
8Y
View
King
Laborers
Form Setter
$52.39
7A
4V
8Y
View
King
Laborers
Gabian Basket Builders
$52.39
7A
4V
8Y
View
King
Laborers
General Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Grade Checker Et Transit Person
$54.01
7A
4V
8Y
View
King
Laborers
Grinders
$52.39
7A
4V
8Y
View
King
Laborers
Grout Machine Tender
$52.39
7A
4V
8Y
View
King
Laborers
Groutmen (Pressure) Including
$53.35
7A
4V
8Y
View
Post Tension Beams
King
Laborers
Guardrail Erector
$52.39
7A
4V
8Y
View
King
Laborers
Hazardous Waste Worker (Level
$54.01
7A
4V
8Y
View
A)
King
Laborers
Hazardous Waste Worker (Level
$53.35
7A
4V
8Y
View
B)
King
Laborers
Hazardous Waste Worker (Level
$52.39
7A
4V
8Y
View
C)
King
Laborers
High Scaler
$54.01
7A
4V
8Y
View
King
Laborers
Jackhammer
$53.35
7A
4V
8Y
View
King
Laborers
Laserbeam Operator
$53.35
7A
4V
8Y
View
King
Laborers
Maintenance Person
$52.39
7A
4V
8Y
View
King
Laborers
Manhole Builder-Mudman
$53.35
7A
4V
8Y
View
King
Laborers
Material Yard Person
$52.39
7A
4V
8Y
View
King
Laborers
Motorman -Dinky Locomotive
$53.35
7A
4V
8Y
View
King
Laborers
Nozzleman (Concrete Pump,
$53.35
7A
4V
8Y
View
Green Cutter When Using
Combination Of High Pressure
Air Et Water On Concrete Et
Rock, Sandblast, Gunite,
Shotcrete, Water Blaster,
Vacuum Blaster)
King
Laborers
Pavement Breaker
$53.35
7A
4V
8Y
View
King
Laborers
Pilot Car
$44.40
7A
4V
8Y
View
King
Laborers
Pipe Layer Lead
$54.01
7A
4V
8Y
View
King
Laborers
Pipe Layer/Tailor
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Pot Tender
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Reliner
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Wrapper
$53.35
7A
4V
8Y
View
King
Laborers
Pot Tender
$52.39
7A
4V
8Y
View
King
Laborers
Powderman
$54.01
7A
4V
8Y
View
King
Laborers
Powderman's Helper
$52.39
7A
4V
8Y
View
King
Laborers
Power Jacks
$53.35
7A
4V
8Y
View
King
Laborers
Railroad Spike Puller - Power
$53.35
7A
4V
8Y
View
King
Laborers
Raker - Asphalt
$54.01
7A
4V
8Y
View
King
Laborers
Re-timberman
$54.01
7A
4V
8Y
View
King
Laborers
Remote Equipment Operator
$53.35
7A
4V
8Y
View
King
Laborers
Rigger/Signal Person
$53.35
7A
4V
8Y
View
King
Laborers
Rip Rap Person
$52.39
7A
4V
8Y
View
King
Laborers
Rivet Buster
$53.35
7A
4V
8Y
View
King
Laborers
Rodder
$53.35
7A
4V
8Y
View
King
Laborers
Scaffold Erector
$52.39
7A
4V
8Y
View
King
Laborers
Scale Person
$52.39
7A
4V
8Y
View
King
Laborers
Sloper (Over 20")
$53.35
7A
4V
8Y
View
King
Laborers
Sloper Sprayer
$52.39
7A
4V
8Y
View
King
Laborers
Spreader (Concrete)
$53.35
7A
4V
8Y
View
King
Laborers
Stake Hopper
$52.39
7A
4V
8Y
View
King
Laborers
Stock Piler
$52.39
7A
4V
8Y
View
King
Laborers
Swinging Stage/Boatswain
$44.40
7A
4V
8Y
View
Chair
King
Laborers
Tamper Et Similar Electric, Air
$53.35
7A
4V
8Y
View
Et Gas Operated Tools
King
Laborers
Tamper (Multiple Et Self-
$53.35
7A
4V
8Y
View
propelled)
King
Laborers
Timber Person - Sewer (Lagger,
$53.35
7A
4V
8Y
View
Shorer Et Cribber)
King
Laborers
Toolroom Person (at Jobsite)
$52.39
7A
4V
8Y
View
King
Laborers
Topper
$52.39
7A
4V
8Y
View
King
Laborers
Track Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Track Liner (Power)
$53.35
7A
4V
8Y
View
King
Laborers
Traffic Control Laborer
$47.48
7A
4V
9C
View
King
Laborers
Traffic Control Supervisor
$50.31
7A
4V
9C
View
King
Laborers
Truck Spotter
$52.39
7A
4V
8Y
View
King
Laborers
Tugger Operator
$53.35
7A
4V
8Y
View
King
Laborers
Tunnel Work -Compressed Air
$129.67
7A
4V
9B
View
Worker 0-30 psi
King
Laborers
Tunnel Work -Compressed Air
$134.70
7A
4V
9B
View
Worker 30.01-44.00 psi
King
Laborers
Tunnel Work -Compressed Air
$138.38
7A
4V
9B
View
Worker 44.01-54.00 psi
King
Laborers
Tunnel Work -Compressed Air
$144.08
7A
4V
9B
View
Worker 54.01-60.00 psi
King
Laborers
Tunnel Work -Compressed Air
$146.20
7A
4V
9B
View
Worker 60.01-64.00 psi
King
Laborers
Tunnel Work -Compressed Air
$151.30
7A
4V
9B
View
Worker 64.01-68.00 psi
King
Laborers
Tunnel Work -Compressed Air
$153.20
7A
4V
9B
View
Worker 68.01-70.00 psi
King
Laborers
Tunnel Work -Compressed Air
$155.20
7A
4V
9B
View
Worker 70.01-72.00 psi
King
Laborers
Tunnel Work -Compressed Air
$157.20
7A
4V
9B
View
Worker 72.01-74.00 psi
King
Laborers
Tunnel Work-Guage and Lock
$54.11
7A
4V
8Y
View
Tender
King
Laborers
Tunnel Work -Miner
$54.11
7A
4V
8Y
View
King
Laborers
Vibrator
$53.35
7A
4V
8Y
View
King
Laborers
Vinyl Seamer
$52.39
7A
4V
8Y
View
King
Laborers
Watchman
$40.36
7A
4V
8Y
View
King
Laborers
Welder
$53.35
7A
4V
8Y
View
King
Laborers
Well Point Laborer
$53.35
7A
4V
8Y
View
King
Laborers
Window Washer/Cleaner
$40.36
7A
4V
8Y
View
King
Laborers - Underground Sewer
General Laborer Et Topman
$52.39
7A
4V
8Y
View
Et Water
King
Laborers - Underground Sewer
Pipe Layer
$53.35
7A
4V
8Y
View
Et Water
King
Landscape Construction
Landscape
$40.36
7A
4V
8Y
View
Construction/Landscaping Or
Planting Laborers
King
Landscape Construction
Landscape Operator
$72.28
7A
3K
8X
View
King
Landscape Maintenance
Groundskeeper
$17.87
1
View
King
Lathers
Journey Level
$64.94
5D
1 H
View
King
Marble Setters
Journey Level
$60.57
7E
1 N
View
King
Metal Fabrication (In Shop).
Journey Level
$41.70
15F
11A
View
King
Millwright
Journey Level
$66.44
7A
4C
View
King
Modular Buildings
Cabinet Assembly
$13.69
1
View
King
Modular Buildings
Electrician
$13.69
1
View
King
Modular Buildings
Equipment Maintenance
$13.69
1
View
King
Modular Buildings
Plumber
$13.69
1
View
King
Modular Buildings
Production Worker
$13.69
1
View
King
Modular Buildings
Tool Maintenance
$13.69
1
View
King
Modular Buildings
Utility Person
$13.69
1
View
King
Modular Buildings
Welder
$13.69
1
View
King
Painters
Journey Level
$45.40
6Z
2B
View
King
Pile Driver
Crew Tender
$69.91
7A
4C
View
King
Pile Driver
Crew Tender/Technician
$69.91
7A
4C
View
King
Pile Driver
Hyperbaric Worker -
$80.76
7A
4C
View
Compressed Air Worker 0-30.00
PSI
King
Pile Driver
Hyperbaric Worker -
$85.76
7A
4C
View
Compressed Air Worker 30.01
44.00 PSI
King
Pile Driver
Hyperbaric Worker -
$89.76
7A
4C
View
Compressed Air Worker 44.01 -
54.00 PSI
King
Pile Driver
Hyperbaric Worker -
$94.76
7A
4C
View
Compressed Air Worker 54.01
60.00 PSI
King
Pile Driver
Hyperbaric Worker -
$97.26
7A
4C
View
Compressed Air Worker 60.01 -
64.00 PSI
King
Pile Driver
Hyperbaric Worker -
$102.26
7A
4C
View
Compressed Air Worker 64.01
68.00 PSI
King
Pile Driver
Hyperbaric Worker -
$104.26
7A
4C
View
Compressed Air Worker 68.01
70.00 PSI
King
Pile Driver
Hyperbaric Worker -
$106.26
7A
4C
View
Compressed Air Worker 70.01 -
72.00 PSI
King
Pile Driver
Hyperbaric Worker -
$108.26
7A
4C
View
Compressed Air Worker 72.01
74.00 PSI
King
Pile Driver
Journey Level
$65.19
7A
4C
View
King
Plasterers
Journey Level
$61.67
M
1 R
View
King
Playground Et Park Equipment
Journey Level
$13.69
1
View
Installers
King
Plumbers & Pipefitters
Journey Level
$92.19
6Z
1G
View
King
Power Equipment Operators
Asphalt Plant Operators
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Assistant Engineer
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Barrier Machine (zipper)
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Batch Plant Operator: concrete
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Bobcat
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Brokk - Remote Demolition
$69.12
7A
3K
8X
View
Equipment
King
Power Equipment Operators
Brooms
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Bump Cutter
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Cableways
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Chipper
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Compressor
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Concrete Finish Machine -
$69.12
7A
3K
8X
View
Laser Screed
King
Power Equipment Operators
Concrete Pump - Mounted Or
$72.28
7A
3K
8X
View
Trailer High Pressure Line
Pump, Pump High Pressure
King
Power Equipment Operators
Concrete Pump: Truck Mount
$73.49
7A
3K
8X
View
With Boom Attachment Over 42
M
King
Power Equipment Operators
Concrete Pump: Truck Mount
$72.84
7A
3K
8X
View
With Boom Attachment Up To
42m
King
Power Equipment Operators
Conveyors
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Cranes friction: 200 tons and
$75.72
7A
3K
8X
View
over
King
Power Equipment Operators
Cranes: 100 tons through 199
$74.22
7A
3K
8X
View
tons, or 150' of boom
(including jib with
attachments)
King
Power Equipment Operators
Cranes: 20 Tons Through 44
$72.84
7A
3K
8X
View
Tons With Attachments
King
Power Equipment Operators
Cranes: 200 tons- 299 tons, or
$74.99
7A
3K
8X
View
250' of boom including jib with
attachments
King
Power Equipment Operators
Cranes: 300 tons and over or
$75.72
7A
3K
8X
View
300' of boom including jib with
attachments
King
Power Equipment Operators
Cranes: 45 Tons Through 99
$73.49
7A
3K
8X
View
Tons, Under 150' Of Boom
(including Jib With
Attachments)
King
Power Equipment Operators
Cranes: A -frame - 10 Tons And
$69.12
7A
3K
8X
View
Under
King
Power Equipment Operators
Cranes: Friction cranes through
$74.99
7A
3K
8X
View
199 tons
King
Power Equipment Operators
Cranes: through 19 tons with
$72.28
7A
3K
8X
View
attachments, A -frame over 10
tons
King
Power Equipment Operators
Crusher
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Deck Engineer/Deck Winches
$72.84
7A
3K
8X
View
(power)
King
Power Equipment Operators
Derricks, On Building Work
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Dozers D-9 Ft Under
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Drill Oilers: Auger Type, Truck
$72.28
7A
3K
8X
View
Or Crane Mount
King
Power Equipment Operators
Drilling Machine
$74.22
7A
3K
8X
View
King
Power Equipment Operators
Elevator And Man -lift:
$69.12
7A
3K
8X
View
Permanent And Shaft Type
King
Power Equipment Operators
Finishing Machine, Bidwell And
$72.84
7A
3K
8X
View
Gamaco Et Similar Equipment
King
Power Equipment Operators
Forklift: 3000 Lbs And Over
$72.28
7A
3K
8X
View
With Attachments
King
Power Equipment Operators
Forklifts: Under 3000 Lbs. With
$69.12
7A
3K
8X
View
Attachments
King
Power Equipment Operators
Grade Engineer: Using Blue
$72.84
7A
3K
8X
View
Prints, Cut Sheets, Etc
King
Power Equipment Operators
Gradechecker/Stakeman
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Guardrail Punch
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Hard Tail End Dump
$73.49
7A
3K
8X
View
Articulating Off- Road
Equipment 45 Yards. &t Over
King
Power Equipment Operators
Hard Tail End Dump
$72.84
7A
3K
8X
View
Articulating Off -road
Equipment Under 45 Yards
King
Power Equipment Operators
Horizontal/Directional Drill
$72.28
7A
3K
8X
View
Locator
King
Power Equipment Operators
Horizontal/Directional Drill
$72.84
7A
3K
8X
View
Operator
King
Power Equipment Operators
Hydralifts/Boom Trucks Over
$72.28
7A
3K
8X
View
10 Tons
King
Power Equipment Operators
Hydralifts/Boom Trucks, 10
$69.12
7A
3K
8X
View
Tons And Under
King
Power Equipment Operators
Loader, Overhead 8 Yards. Ft
$74.22
7A
3K
8X
View
Over
King
Power Equipment Operators
Loader, Overhead, 6 Yards. But
$73.49
7A
3K
8X
View
Not Including 8 Yards
King
Power Equipment Operators
Loaders, Overhead Under 6
$72.84
7A
3K
8X
View
Yards
King
Power Equipment Operators
Loaders, Plant Feed
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Loaders: Elevating Type Belt
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Locomotives, All
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Material Transfer Device
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Mechanics, All (leadmen -
$74.22
7A
3K
8X
View
$0.50 Per Hour Over Mechanic)
King
Power Equipment Operators
Motor Patrol Graders
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Mucking Machine, Mole, Tunnel
$73.49
7A
3K
8X
View
Drill, Boring, Road Header
And/or Shield
King
Power Equipment Operators
Oil Distributors, Blower
$69.12
7A
3K
8X
View
Distribution E. Mulch Seeding
Operator
King
Power Equipment Operators
Outside Hoists (Elevators And
$72.28
7A
3K
8X
View
Manlifts), Air Tuggers, Strato
King
Power Equipment Operators
Overhead, Bridge Type Crane:
$72.84
7A
3K
8X
View
20 Tons Through 44 Tons
King
Power Equipment Operators
Overhead, Bridge Type: 100
$74.22
7A
3K
8X
View
Tons And Over
King
Power Equipment Operators
Overhead, Bridge Type: 45 Tons
$73.49
7A
3K
8X
View
Through 99 Tons
King
Power Equipment Operators
Pavement Breaker
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Pile Driver (other Than Crane
$72.84
7A
3K
8X
View
Mount)
King
Power Equipment Operators
Plant Oiler - Asphalt, Crusher
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Posthole Digger, Mechanical
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Power Plant
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Pumps - Water
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Quad 9, Hd 41, D10 And Over
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Quick Tower - No Cab, Under
$69.12
7A
3K
8X
View
100 Feet In Height Based To
Boom
King
Power Equipment Operators
Remote Control Operator On
$73.49
7A
3K
8X
View
Rubber Tired Earth Moving
Equipment
King
Power Equipment Operators
Rigger and Bellman
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Rigger/Signal Person, Bellman
$72.28
7A
3K
8X
View
(Certified)
King
Power Equipment Operators
Rollagon
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Roller, Other Than Plant Mix
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Roller, Plant Mix Or Multi -lift
$72.28
7A
3K
8X
View
Materials
King
Power Equipment Operators
Roto-mill, Roto-grinder
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Saws - Concrete
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Scraper, Self Propelled Under
$72.84
7A
3K
8X
View
45 Yards
King
Power Equipment Operators
Scrapers - Concrete Et Carry All
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Scrapers, Self-propelled: 45
$73.49
7A
3K
8X
View
Yards And Over
King
Power Equipment Operators
Service Engineers - Equipment
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Shotcrete/Gunite Equipment
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Shovel, Excavator, Backhoe,
$72.28
7A
3K
8X
View
Tractors Under 15 Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoe:
$73.49
7A
3K
8X
View
Over 30 Metric Tons To 50
Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes,
$72.84
7A
3K
8X
View
Tractors: 15 To 30 Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes:
$74.22
7A
3K
8X
View
Over 50 Metric Tons To 90
Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes:
$74.99
7A
3K
8X
View
Over 90 Metric Tons
King
Power Equipment Operators
Slipform Pavers
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Spreader, Topsider Et
$73.49
7A
3K
8X
View
Screedman
King
Power Equipment Operators
Subgrader Trimmer
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Tower Bucket Elevators
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Tower Crane Up To 175' In
$74.22
7A
3K
8X
View
Height Base To Boom
King
Power Equipment Operators
Tower Crane: over 175' through
$74.99
7A
3K
8X
View
250' in height, base to boom
King
Power Equipment Operators
Tower Cranes: over 250' in
$75.72
7A
3K
8X
View
height from base to boom
King
Power Equipment Operators
Transporters, All Track Or Truck
$73.49
7A
3K
8X
View
Type
King
Power Equipment Operators
Trenching Machines
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Truck Crane Oiler/driver - 100
$72.84
7A
3K
8X
View
Tons And Over
King
Power Equipment Operators
Truck Crane Oiler/Driver Under
$72.28
7A
3K
8X
View
100 Tons
King
Power Equipment Operators
Truck Mount Portable Conveyor
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Welder
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Wheel Tractors, Farman Type
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Yo Yo Pay Dozer
$72.84
7A
3K
8X
View
King
Power Equipment Operators-
Asphalt Plant Operators
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Assistant Engineer
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Barrier Machine (zipper)
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Batch Plant Operator, Concrete
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Bobcat
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Brokk - Remote Demolition
$69.12
7A
3K
8X
View
Underground Sewer Et Water
Equipment
King
Power Equipment Operators-
Brooms
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Bump Cutter
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Cableways
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Chipper
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Compressor
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Concrete Finish Machine -
$69.12
7A
3K
8X
View
Underground Sewer Et Water
Laser Screed
King
Power Equipment Operators-
Concrete Pump - Mounted Or
$72.28
7A
3K
8X
View
Underground Sewer Et Water
Trailer High Pressure Line
Pump, Pump High Pressure
King
Power Equipment Operators-
Concrete Pump: Truck Mount
$73.49
7A 3K 8X View
Underground Sewer Et Water
With Boom Attachment Over 42
M
King
Power Equipment Operators-
Concrete Pump: Truck Mount
$72.84
7A 3K 8X View
Underground Sewer Et Water
With Boom Attachment Up To
42m
King
Power Equipment Operators-
Conveyors
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Cranes friction: 200 tons and
$75.72
7A 3K 8X View
Underground Sewer Et Water
over
King
Power Equipment Operators-
Cranes: 100 tons through 199
$74.22
7A 3K 8X View
Underground Sewer Et Water
tons, or 150' of boom
(including jib with
attachments)
King
Power Equipment Operators-
Cranes: 20 Tons Through 44
$72.84
7A 3K 8X View
Underground Sewer Et Water
Tons With Attachments
King
Power Equipment Operators-
Cranes: 200 tons- 299 tons, or
$74.99
7A 3K 8X View
Underground Sewer Et Water
250' of boom including jib with
attachments
King
Power Equipment Operators-
Cranes: 300 tons and over or
$75.72
7A 3K 8X View
Underground Sewer Et Water
300' of boom including jib with
attachments
King
Power Equipment Operators-
Cranes: 45 Tons Through 99
$73.49
7A 3K 8X I View
Underground Sewer Et Water
Tons, Under 150' Of Boom
(including Jib With
Attachments)
King
Power Equipment Operators-
Cranes: A -frame - 10 Tons And
$69.12
7A 3K 8X View
Underground Sewer Et Water
Under
King
Power Equipment Operators-
Cranes: Friction cranes through
$74.99
7A 3K 8X View
Underground Sewer Et Water
199 tons
King
Power Equipment Operators-
Cranes: through 19 tons with
$72.28
7A 3K 8X View
Underground Sewer Et Water
attachments, A -frame over 10
I
tons
King
Power Equipment Operators-
Crusher
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Deck Engineer/Deck Winches
$72.84
7A 3K 8X View
Underground Sewer Et Water
(power)
King
Power Equipment Operators-
Derricks, On Building Work
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Dozers D-9 Et Under
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Drill Oilers: Auger Type, Truck
$72.28
7A 3K 8X View
Underground Sewer Et Water
Or Crane Mount
King
Power Equipment Operators-
Drilling Machine
$74.22
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Elevator And Man -lift:
$69.12
7A 3K 8X View
Underground Sewer Et Water
Permanent And Shaft Type
King
Power Equipment Operators-
Finishing Machine, Bidwell And
$72.84
7A 3K 8X View
Underground Sewer Et Water
Gamaco Et Similar Equipment
King
Power Equipment Operators-
Forklift: 3000 Lbs And Over
$72.28
7A 3K 8X View
Underground Sewer Et Water
With Attachments
King
Power Equipment Operators-
Forklifts: Under 3000 Lbs. With
$69.12
7A 3K 8X View
Underground Sewer Et Water
Attachments
King
Power Equipment Operators-
Grade Engineer: Using Blue
$72.84
7A 3K 8X View
Underground Sewer Et Water
Prints, Cut Sheets, Etc
King
Power Equipment Operators-
Gradechecker/Stakeman
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Guardrail Punch
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Hard Tail End Dump
$73.49
7A 3K 8X View
Underground Sewer Et Water
Articulating Off- Road
Equipment 45 Yards. Et Over
King
Power Equipment Operators-
Hard Tail End Dump
$72.84
7A 3K 8X View
Underground Sewer Et Water
Articulating Off -road
Equipment Under 45 Yards
King
Power Equipment Operators-
Horizontal/Directional Drill
$72.28
7A 3K 8X View
Underground Sewer Et Water
Locator
King
Power Equipment Operators-
Horizontal/Directional Drill
$72.84
7A 3K 8X View
Underground Sewer Et Water
Operator
King
Power Equipment Operators-
Hydralifts/Boom Trucks Over
$72.28
7A 3K 8X View
Underground Sewer Et Water
10 Tons
King
Power Equipment Operators-
Hydralifts/Boom Trucks, 10
$69.12
7A 3K 8X View
Underground Sewer Et Water
Tons And Under
King
Power Equipment Operators-
Loader, Overhead 8 Yards. Et
$74.22
7A 3K 8X View
Underground Sewer Et Water
Over
King
Power Equipment Operators-
Loader, Overhead, 6 Yards. But
$73.49
7A 3K 8X View
Underground Sewer Et Water
Not Including 8 Yards
King
Power Equipment Operators-
Loaders, Overhead Under 6
$72.84
7A 3K 8X View
Underground Sewer Et Water
Yards
King
Power Equipment Operators-
Loaders, Plant Feed
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Loaders: Elevating Type Belt
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Locomotives, All
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Material Transfer Device
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Mechanics, All (leadmen -
$74.22
7A 3K 8X View
Underground Sewer Et Water
$0.50 Per Hour Over Mechanic)
King
Power Equipment Operators-
Motor Patrol Graders
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Mucking Machine, Mole, Tunnel
$73.49
7A 3K 8X View
Underground Sewer Et Water
Drill, Boring, Road Header
And/or Shield
King
Power Equipment Operators-
Oil Distributors, Blower
$69.12
7A 3K 8X View
Underground Sewer Et Water
Distribution Et Mulch Seeding
Operator
King
Power Equipment Operators-
Outside Hoists (Elevators And
$72.28
7A 3K 8X View
Underground Sewer Et Water
Manlifts), Air Tuggers, Strato
King
Power Equipment Operators-
Overhead, Bridge Type Crane:
$72.84
7A 3K 8X View
Underground Sewer Et Water
20 Tons Through 44 Tons
King
Power Equipment Operators-
Overhead, Bridge Type: 100
$74.22
7A 3K 8X View
Underground Sewer Et Water
Tons And Over
King
Power Equipment Operators-
Overhead, Bridge Type: 45 Tons
$73.49
7A 3K 8X View
Underground Sewer Et Water
Through 99 Tons
King
Power Equipment Operators-
Pavement Breaker
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Pile Driver (other Than Crane
$72.84
7A 3K 8X View
Underground Sewer Et Water
Mount)
King
Power Equipment Operators-
Plant Oiler - Asphalt, Crusher
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Posthole Digger, Mechanical
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Power Plant
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Pumps - Water
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Quad 9, Hd 41, D10 And Over
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Quick Tower - No Cab, Under
$69.12
7A 3K 8X View
Underground Sewer Et Water
100 Feet In Height Based To
Boom
King
Power Equipment Operators-
Remote Control Operator On
$73.49
7A 3K 8X View
Underground Sewer Et Water
Rubber Tired Earth Moving
Equipment
King
Power Equipment Operators-
Rigger and Bellman
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Rigger/Signal Person, Bellman
$72.28
7A 3K 8X View
Underground Sewer Et Water
(Certified)
King
Power Equipment Operators-
Rollagon
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Roller, Other Than Plant Mix
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Roller, Plant Mix Or Multi -lift
$72.28
7A 3K 8X View
Underground Sewer Et Water
Materials
King
Power Equipment Operators-
Roto-mill, Roto-grinder
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Saws - Concrete
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Scraper, Self Propelled Under
$72.84
7A 3K 8X View
Underground Sewer Et Water
45 Yards
King
Power Equipment Operators-
Scrapers - Concrete Et Carry All
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Scrapers, Self-propelled: 45
$73.49
7A 3K 8X View
Underground Sewer Et Water
Yards And Over
King
Power Equipment Operators-
Service Engineers - Equipment
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Shotcrete/Gunite Equipment
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Shovel, Excavator, Backhoe,
$72.28
7A 3K 8X View
Underground Sewer Et Water
Tractors Under 15 Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoe:
$73.49
7A 3K 8X View
Underground Sewer Et Water
Over 30 Metric Tons To 50
Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes,
$72.84
7A 3K 8X View
Underground Sewer Et Water
Tractors: 15 To 30 Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes:
$74.22
7A 3K 8X View
Underground Sewer Et Water
Over 50 Metric Tons To 90
Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes:
$74.99
7A
3K
8X
View
Underground Sewer Et Water
Over 90 Metric Tons
King
Power Equipment Operators-
Slipform Pavers
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Spreader, Topsider Et
$73.49
7A
3K
8X
View
Underground Sewer Et Water
Screedman
King
Power Equipment Operators-
Subgrader Trimmer
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Tower Bucket Elevators
$72.28
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Tower Crane Up To 175' In
$74.22
7A
3K
8X
View
Underground Sewer Et Water
Height Base To Boom
King
Power Equipment Operators-
Tower Crane: over 175through
$74.99
7A
3K
8X
View
Underground Sewer Et Water
250' in height, base to boom
King
Power Equipment Operators-
Tower Cranes: over 250' in
$75.72
7A
3K
8X
View
Underground Sewer Et Water
height from base to boom
King
Power Equipment Operators-
Transporters, All Track Or Truck
$73.49
7A
3K
8X
View
Underground Sewer Et Water
Type
King
Power Equipment Operators-
Trenching Machines
$72.28
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Truck Crane Oiler/driver - 100
$72.84
7A
3K
8X
View
Underground Sewer Et Water
Tons And Over
King
Power Equipment Operators-
Truck Crane Oiler/Driver Under
$72.28
7A
3K
8X
View
Underground Sewer Et Water
100 Tons
King
Power Equipment Operators-
Truck Mount Portable Conveyor
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Welder
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Wheel Tractors, Farmall Type
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Yo Yo Pay Dozer
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Line Clearance Tree
Journey Level In Charge
$55.03
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Spray Person
$52.24
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Equipment Operator
$55.03
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Trimmer
$49.21
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Trimmer Groundperson
$37.47
5A
4A
View
Trimmers
King
Refrigeration Et Air
Journey Level
$87.01
6Z
1G
View
Conditioning Mechanics
King
Residential Brick Mason
Journey Level
$60.57
7E
1 N
View
King
Residential Carpenters
Journey Level
$36.44
1
View
King
Residential Cement Masons
Journey Level
$46.64
1
View
King
Residential Drywall Applicators
Journey Level
$64.94
7A
4C
View
King
Residential Drywall Tapers
Journey Level
$36.36
1
View
King
Residential Electricians
Journey Level
$48.80
1
View
King
Residential Glaziers
Journey Level
$28.93
1
View
King
Residential Insulation
Journey Level
$28.18
1
View
Applicators
King
Residential Laborers
Journey Level
$29.73
1
View
King
Residential Marble Setters
Journey Level
$27.38
1
View
King
Residential Painters
Journey Level
$23.47
1
View
King
Residential Plumbers Et
Journey Level
$92.19
6Z
1G
View
Pipefitters
King
Residential Refrigeration Et Air
Journey Level
$87.01
6Z
1G
View
Conditioning Mechanics
King
Residential Sheet Metal
Journey Level
$89.61
7F
1 E
View
Workers
King
Residential Soft Floor Layers
Journey Level
$51.91
5A
3J
View
King
Residential Sprinkler Fitters
Journey Level
$53.04
5C
2R
View
.(Fire Protection),
King
Residential Stone Masons
Journey Level
$60.57
7E
1 N
View
King
Residential Terrazzo Workers
Journey Level
$55.71
7E
1 N
View
King
Residential Terrazzo/Tile
Journey Level
$24.39
1
View
Finishers
King
Residential Tile Setters
Journey Level
$21.04
1
View
King
Roofers
Journey Level
$57.30
5A
3H
View
King
Roofers
Using Irritable Bituminous
$60.30
5A
3H
View
Materials
King
Sheet Metal Workers
Journey Level (Field or Shop)
$89.61
7F
1 E
View
King
Shipbuilding Et Ship Repair
New Construction Boilermaker
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Carpenter
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Crane
$38.54
7V
1
View
Operator
King
Shipbuilding Et Ship Repair
New Construction Electrician
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Heat Et Frost
$79.43
5.1
4H
View
Insulator
King
Shipbuilding Et Ship Repair
New Construction Laborer
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Machinist
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Operating
$38.54
7V
1
View
Engineer
King
Shipbuilding Et Ship Repair
New Construction Painter
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Pipefitter
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Rigger
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Sheet Metal
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Shipfitter
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction
$38.54
7V
1
View
Warehouse/Teamster
King
Shipbuilding Et Ship Repair
New Construction Welder /
$38.54
7V
1
View
Burner
King
Shipbuilding Et Ship Repair
Ship Repair Boilermaker
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Carpenter
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Crane Operator
$45.06
7Y
4K
View
King
Shipbuilding Et Ship Repair
Ship Repair Electrician
$47.42
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Heat Et Frost
$79.43
5J
4H
View
Insulator
King
Shipbuilding Et Ship Repair
Ship Repair Laborer
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Machinist
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Operating Engineer
$45.06
7Y
4K
View
King
Shipbuilding Et Ship Repair
Ship Repair Painter
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Pipefitter
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Rigger
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Sheet Metal
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Shipwright
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Warehouse /
$45.06
7Y
4K
View
Teamster
King
Sign Makers Et Installers
Journey Level
$51.56
0
1
View
_(Electrical)
King
Sign Makers Et Installers (Non-
Journey Level
$33.20
0
1
View
Electrical).
King
Soft Floor Layers
Journey Level
$51.91
5A
3J
View
King
Solar Controls For Windows
Journey Level
$13.69
1
View
King
Sprinkler Fitters (Fire
Journey Level
$85.89
5C
1X
View
Protection)
King
Stage Rigging Mechanics (Non
Journey Level
$13.69
1
View
Structural),
King
Stone Masons
Journey Level
$60.57
7E
1N
View
King
Street And Parking Lot Sweeper
Journey Level
$19.09
1
View
Workers
King
Surveyors
Assistant Construction Site
$72.28
7A
3K
8X
View
Surveyor
King
Surveyors
Chainman
$69.12
7A
3K
8X
View
King
Surveyors
Construction Site Surveyor
$73.49
7A
3K
8X
View
King
Telecommunication Technicians
Journey Level
$53.57
7E
1 E
View
King
Telephone Line Construction -
Cable Splicer
$37.40
5A
2B
View
Outside
King
Telephone Line Construction -
Hole Digger/Ground Person
$25.04
5A
2B
View
Outside
King
Telephone Line Construction -
Telephone Equipment Operator
$31.22
5A
2B
View
Outside
(Light)
King
Telephone Line Construction -
Telephone Lineperson
$35.34
5A
2B
View
Outside
King
Terrazzo Workers
Journey Level
$55.71
7E
1N
View
King
Tile Setters
Journey Level
$55.71
7E
1N
View
King
Tile, Marble Et Terrazzo
Finisher
$46.54
7E
1N
View
Finishers
King
Traffic Control Stripers
Journey Level
$49.13
7A
1 K
View
King
Truck Drivers
Asphalt Mix Over 16 Yards
$64.55
5D
4Y
8L
View
King
Truck Drivers
Asphalt Mix To 16 Yards
$63.71
5D
4Y
8L
View
King
Truck Drivers
Dump Truck
$63.71
5D
4Y
8L
View
King
Truck Drivers
Dump Truck Et Trailer
$64.55
5D
4Y
8L
View
King
Truck Drivers
Other Trucks
$64.55
5D
4Y
8L
View
King
Truck Drivers - Ready Mix
Transit Mix
$64.55
5D
4Y
8L
View
King
Well Drillers Et Irrigation Pump
Irrigation Pump Installer
$17.71
1
View
Installers
King
Well Drillers Et Irrigation Pump
Oiler
$13.69
1
View
King
Installers
Well Drillers it Irrigation Pump
Installers
Well Driller
$18.00
i
View
Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
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.
F. 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.
I. 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 atone 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.
1of14
Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
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.
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.
2of14
Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
Overtime Codes Continued
2. 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.
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.
M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double 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.
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.
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.
All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a 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.
K. 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 5 am to 6pm 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, and all hours worked in
excess of twelve (12) hours in a single shift 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. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. 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.
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Overtime Codes Continued
4. 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.
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'h) 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.
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.
H. 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 overtime hours worked, except Labor Day,
and all hours on Sunday 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.
I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
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Overtime Codes Continued
4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
U. 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. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ''/2) the straight time rate.
In the event the job is down due to weather conditions, 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
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x)
the straight time rate of pay.
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.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be
a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours.
W. 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.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
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Overtime Codes Continued
4. X. 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. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid atone and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Y. 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. 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.
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.
Z. 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. Work performed on Sundays may be paid at double time. All hours worked
on holidays shall be paid at double the hourly rate of wage.
11. 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. The first ten (10) hours worked on Saturday and all hours worked on holidays shall be paid at one and one-half times
the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on
Sundays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until
such time as the employee has had a break of eight (8) hours or more.
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Holiday 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).
I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
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).
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. 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).
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Holiday Codes Continued
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.
F. 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.
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Holiday Codes Continued
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.
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.
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.
P. 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.
S. 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.
V. Holidays: New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year's Day, and a Floating Holiday.
X. 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 the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
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Holiday Codes Continued
G. New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (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.
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.
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.
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.
P. 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.
S. 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.
V. Holidays: New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and compensated accordingly.
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Holiday Codes Continued
7. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year's Day, and a Floating Holiday.
X. 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 the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
15. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (8). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
G. New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (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.
Note Codes
8. 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.
S. 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.
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Note Codes Continued
8. 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.
V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
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
10l' to 150' - $3.00 per foot for each foot over 101 feet. Over 15l' to 220' - $4.00 per foot for each foot over 220 feet.
Over 22 F - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600'
- $1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'.
W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
X. 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. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
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8. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) — 130' to 199' — $0.50 per hour over their classification rate.
(B) — 200' to 299' — $0.80 per hour over their classification rate.
(C) — 300' and over — $1.00 per hour over their classification rate.
B. 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.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
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.
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D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. 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.
F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
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