HomeMy WebLinkAboutContract Award Date: June 11 , 2012 CAG-12-078.
Awarded to: Shoreline Construction Co.
8315 216th St SE
Woodinville, WA 98072
Award Amount: $714,844.47
Bidding Requirements, City of Renton
Forms, Contract Forms, Conditions of the
Contract, Plans and Specifications
Construction of:
Earlington Sewer Replacement Phase II
PROJECT NO.
WWP-27-3615
May 2012
City of Renton
1055 South Grady Way
Renton, WA 98057 .
Project Manager: John Hobson,(425)430-7279
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CITY OF RENTON
RENTON, WASHINGTON
CONTRACT DOCUMENTS
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Earlington Sewer Replacement Phase it
PROJECT NO.
W W P-27-3615
May, 2012
BIDDING REQUIREMENTS
CONTRACT FORMS
CONDITIONS OF THE CONTRACT
SPECIFICATIONS
PLANS
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WOODI.NVILLE WA 98072-8060 Bi'022527.
Licensee has applied fora City of Renton business
license An;-accordance wit!i Renton Municipal Code
SHORELINE CONSTRUCTION CO (the Code), Title V Business., Chapter. 5."Business
PO B"Ok 3`8' _ Licenses -'The Licensee agrees to comply, with-a11
WOODINVILLE, WA 98072-0358
requiremerifs of the Code, as.well as`State laws and
regulations applicable to`the business.activity icensed
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SHORELINE CONSTRUCTION CO.
C/O DOUGLAS J SUZUKI
PO BOX 358
WOODINVILLE WA 98072-0358 001271
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State of Washington Office of the Secretary of State
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LEGAL ENTITY REGISTRATION 4.
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City of
Earlington Sewer Replacement Phase II
W W P-27-3615
CONTRACT DOCUMENT TABLE OF CONTENTS
Summary of Fair Practices Policy
Summary of Americans with Disability Act Policy
Scope of Work
Vicinity Map
Instructions to Bidders
Call for Bids
*Proposal & Combined Affidavit& Certificate Form:
Non-Collusion
Anti-Trust Claims
Minimum Wage Form
*Dept. of Labor and Industies Certificate of Registration
*Bid Bond Form
*Schedule of Prices
❖Bond to the City of Renton
❖Fair Practices Policy Affidavit of Compliance
❖Contract Agreement (Contracts other than Federal -Aid FHWA)
Prevailing Minimum Hourly Wage Rates (New job classifications)
Statement of Intent to Pay Prevailing Wages
Affidavit of Prevailing Wages Paid
Special Provisions
Standard Drawings
Documents marked as follows must be submitted at the time noted and must be executed by the
Contractor, President and Vice President or Secretary if corporation by-laws permit. All pages must
be signed. In the event another person has been duly authorized to execute contracts, a copy of the
corporation minutes establishing this authority must be attached to the bid document.
* Submit with Bid
❖ Submit at Notice of Award
CITY OF RENTON
Public Works Department
1055 South Grady Way
Renton,Washington 98057
CITY OF RENTON
SUMMARY OF FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 4085 l
It.Is the policy of the City of Renton to promote and provide equal treatment and service
to all citizens and to ensure equal employment opportunity to all persons without regard
to their race.; 'religion/creed; national origin;ancestry;sex; age over 40;sexual orientation �
or gender identity; pregnancy;HIV/AIDS and Hepatitis C status; use of a guide dog/service
animal; marital status; parental/family status; military status; or veteran's status, or the
presence of a physical, sensory, or mental disability, when the City of Renton can
reasonably accommodate the disability, of employees and applicants for employment
and fair, non-discriminatory treatment to all citizens. All departments of the City of
Renton shall adhere to the following guidelines:
(1) EMPLOYMENT PRACTICES -The City of Renton will ensure all employment
related activities included recruitment, selection, promotion, demotion,
training, retention and separation are conducted in a manner which is
I
based on job-related criteria which does not discriminate against women,
minorities and other protected classes. Human resources decisions will be I
in accordance with individual performance, staffing requirements,
governing civil service rules,and labor contract agreements.
(2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of
Renton will cooperate fully with all organizations and commissions
organized to promote fair practices and equal opportunity in employment.
i
(3) CONTRACTORS' OBLIGATIONS- Contractors, sub-contractors,consultants
and suppliers conducting business with the City of Renton shall affirm and
subscribe to the Fair Practices and Non-discrimination policies set forth by
the law and by City policy. i
Copies of this policy shall be distributed to all City employees, shall appear in all I
i
operational documentation of the City, including bid calls, and shall be prominently
displayed in appropriate city facilities.
CONCURRED IN by the City Council of the City of Renton, Washington, this 7th day of
— I
March 2011
CITY 0 RENTON RENTON CITY COUNCIL
Denis Law,Mayor until Pr sident
Attest:
Bonnie 1.Walton,City Clerk
CITY OF RENTON
SUMMARY OFAA&WCANS WITH DISABILITIE4ACT POLICY
ADOPTED BYRESOLUTIONNO. 3007
The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure
employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the
disability. This policy shall be based on the principles of equal employment opportunity, the Americans With
Disabilities Act and other applicable guidelines as set forth in federal,state and local laws. All departments of the City
of Renton shall adhere to the following guidelines:
(1) EMPLOYMENT PRACTICES - All activities relating to employment such as
recruitment,selection,promotion,termination and training shall be conducted in a non-
discriminatory manner. Personnel decisions will be based on individual performance,
staffing requirements,and in accordance with the Americans With Disabilities Act and
other applicable laws and regulations.
(2) COOPERATION WITH HUMAN RUM ORGANIZATIONS - The City of
Renton will cooperate fully with all organizations and commissions organized to
promote fair practices and equal opportunity for persons with disabilities in
employment and receipt of City services,activities and programs.
(3) AMERICANS WTITI DISABILrmS ACT POLICY-The City of Renton Americans
With Disabilities Act Policy will be maintained to facilitate equitable representation
within the City work force and to assure equal employment opportunity and equal
access to City services, activities and programs to all people with disabilities. It shall
be the responsibility and the duty of all City officmis and employees to carry out the
policies and guidelines as set forth in this policy
(4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and
suppliers conducting business with the City of Renton shall abide by the requirements
of the Americans With Disabilities Act and promote access to services, activities and
programs for people with disabilities.
Copies of this policy shall be distributed to all City employees,shall appear in all operational documentation of the City,
including bid calls,and shall be prominently displayed in appropriate City facilities.
CONCURRED IN by the City Council of the City of Renton, Washington,
this 4th. day of October 1993:
C RENTON RENTON CITY COUNCIL
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Mayor Coll acil President
Attest:
City Cleric VU
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CITY OF RENTON
Earlington Sewer Replacement Phase II
WWP- -
27 3615
SCOPE OF WORK
The work involved under the terms of this
s cont act document shall be full and complete installation of
the facilities, as shown on the plans and as described in the construction specifications, to include but
not be limited to:
The replacement of approximately 2,039 linear feet of 8" and 6" concrete sanitary sewer pipe with 12"
PVC and 8" PVC sewer pipe, 8 — 54" diameter flat-top sanitary sewer manholes, 1 — modification of an
existing manhole which will include replacement of the top portion of manhole and the abandonment
of the existing outside drop connection and installation of a new inside drop connection, installation of
approximately 1,672 linear feet of 8" and 6" diameter Cured-in-Place-Pipe (CIPP) and reinstatement and
rehabilitation of approximately 36 side sewer laterals utilizing CIPP , and associated asphalt roadway
restoration. Manhole depths range from approximately 6.5' to 9.5'. Work will include CCTV post-
installation inspection of the new sewer facilities and repairs.
Any contractor connected with this project shall comply with all Federal, State, County, and City codes
and regulations applicable to such work and perform the work in accordance with the plans and
specifications of this contract document. A total of 90 working days will be allowed for the completion
of this project from.
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EARLINGTON SEWER REPLACEMENT
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VICINITY MAP
INSTRUCTIONS TO BIDDERS
1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City
Clerk, Renton City Hall, until the time and date specified in the Call for Bids.
At this time the bids will be publicly opened and read, after which the bids will be considered and
the award made as early as practicable.
No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be
submitted on the forms attached hereto.
2 Any. omissions, discrepancies or need for interpretation should be brought, in writing, to the
attention of the Project Engineer. Written addenda to clarify questions that arise may then be
issued.
No oral statements by Owner, Engineer, or other representative of the owner shall, in any way,
modify the contract documents,whether made before or after letting the contract.
3 The work to be done is shown in the plans and / or specifications. Quantities are understood to
be only approximate. Final payment will be based on actual quantities and at.the unit price bid.
The City reserves the right to add or to eliminate portions of that work as deemed necessary.
4. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall
satisfy themselves as to the local conditions by inspection of the site.
5. The bid price for any item must include the performance of all work necessary for completion of
that item as described in the specifications.
6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event
of errors,the unit price bid will govern. Illegible figures will invalidate the bid.
7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed
advantageous to the City to do so.
8. A certified check or satisfactory bid bond made payable without reservation to the Director of
Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall
accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately
following the decision as to award of contract. The check of the successful bidder will be returned
provided he enters into a contract and furnishes a satisfactory performance bond covering the full
amount of the work within ten days after receipt of notice of intention to award contract. Should
he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage
for such failure.
9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as
the City may request further information on particular points.
10. The bidder shall, upon request, furnish information to the City as to his financial and practical
ability to satisfactorily perform the work.
11. Payment for this work will be made in Cash Warrants.
12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's
compensation, public liability, and property damage as identified within Special Provisions,
Specification Section 1-07.18 "Public Liability and Property Damage Insurance".
13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar
chart type construction schedule for the project.
14 Before starting work under this contract, the Contractor is required to supply information to the
City of Renton on all chemical hazards Contractor is bringing into the work place and potentially
exposing City of Renton Employees.
15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage".
16. Basis For Approval
The construction contract will be awarded by the City of Renton to the lowest, responsible,
responsive bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the
bid forms to be considered responsive for award. The total price of all schedules will be used to
determine the successful low responsive bidder.
Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the
Bid to meet the needs of the City. The intent is to award to only one BIDDER.
17. Trench Excavation Safety Systems
As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a
depth of four feet, any contract therefor shall require adequate safety systems for the trench
excavation that meet the requirements of the Washington Industrial Safety and Health Act,
Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item.
The costs of trench safety systems shall not be considered as incidental to any other contract item
and any attempt to include the trench safety systems as an incidental cost is prohibited.
18. Payment of Prevailing Wages
In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or
supplemented herein,there shall be paid to all laborers, workmen or mechanics employed on this
contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area
of work regardless of any contractual relationship which may exist, or be alleged to exist, between
the CONTRACTOR and any laborers,workmen, mechanics or subconsultants.
The most recent issue of the prevailing wage rates are included within these specifications under
section titled "Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for
obtaining updated issues of the prevailing wage rate forms as they become available during the
duration of the contract. The wage rates shall be included as part of any subcontracts the
Contractor may enter into for work on this project.
19. Pollution Control Requirements
Work under this contract shall meet all local, state and federal requirements for the prevention of
environmental pollution and the preservation of public.natural resources. The CONTRACTOR shall
conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall
comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in
performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound
Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos
materials.
20. Standard Specifications
All work under this contract shall be performed in accordance with the following standard
specifications except as may be exempted or modified by the City of Renton Supplemental
Specifications, Special Provisions other sections of these contract documents. These standard
specifications are hereby made a part of this contract and shall control and guide all activities
within this project whether referred to directly, paragraph by paragraph, or not.
1. WSDOT/APWA"2010 Standard Specifications for Road, Bridge and Municipal Construction"
and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title
"Standard Specifications."
A. Any reference to "State," "State of Washington," "Department of Transportation,"
"WSDOT," or any combination thereof in the WSDOT/APWA standards shall be
modified to read "City of Renton," unless specifically referring to a standard
specification or test method.
B. All references to measurement and payment in the WSDOT/APWA standards shall be
deleted and the measurement and payment provisions of Section 1-09.14,
Measurement and Payment (added herein) shall govern.
21. If a soils investigation has been completed, a copy may be included as an appendix to this
document. If one has not been provided for this project by the City or Engineer, the Bidders shall
familiarize themselves adequately with the project site and existing subsurface condition as
needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface
explorations and investigations as they see fit. The Bidder shall be responsible for protection of all
existing facilities, utilities and other buried or surface improvements and shall restore the site to
the satisfaction of the City.
22 Bidder's Checklist
❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached
index are included in their copy of the bid specifications. If documents are missing, it is the
sole responsibility of the bidder to contact the City of Renton to obtain the missing documents
prior to bid opening time.
❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With
Bid"?
❑ Has bid bond or certified check been enclosed?
❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales
tax?
❑ Has the proposal been signed?
❑ Have you bid on ALL ITEMS and ALL SCHEDULES?
❑ Have you submitted the Subcontractors List (If required)
❑ Have you reviewed the Prevailing Wage Requirements?
❑ Have you certified receipt of addenda, if any?
❑ Have you submitted the Dept. of Labor& Industries Certificate of Registration form?
CAG-12-078
CITY OF RENTON
CALL FOR BIDS
Earlington Sewer Replacement Phase 11
W W P-27-3615
Sealed bids will be received until 2:30 p.m. Tuesday,June 5, 2012 at the City Clerk's office, 7th
floor and will be opened and publicly read in conference room Conference Room 511 on the 5`h
floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057.
The work to be performed within 90 working days from the Notice to Proceed Date under this
contract shall include, but not be limited to:
The replacement of approximately 2,039 linear feet of 8" and 6" concrete sanitary sewer pipe
with 12" PVC and 8" PVC sewer pipe, 8 — 54" diameter flat-top sanitary sewer manholes, 1 —
modification of an existing manhole which will include replacement of the top portion of
manhole and the abandonment of the existing outside drop connection and installation of a new
inside drop connection, installation of approximately 1,672 linear feet of 8" and 6" diameter
Cured-in-Place-Pipe (CIPP) and reinstatement and rehabilitation of approximately 36 side sewer
laterals utilizing CIPP, and associated asphalt roadway restoration. Manhole depths range from
approximately 6.5' to 9.5'. Work will include CCTV post-installation inspection of the new sewer
facilities and repairs.
The City reserves the right to reject any and/or all bids and to waive any and/or all informalities.
Bid documents will be available May 22, 2012. Plans, specifications, addenda, and the plan
holders list for this project are available on-line through Builders Exchange of Washington, Inc.,
at http://www.bxwa.com. Click on "bxwa.com"; "Posted Projects", "Public Works", "City of
Renton" , "Projects Bidding". (Note: Bidders are encouraged to "Register as a Bidder," in order
to receive automatic email notification of future addenda and to be placed on the " Bidders
List.")
Questions regarding this call for bids or the plan holders lists should be directed to the Public
Works Customer Service Counter at the above address or at (425)430-7200. If a bidder has any
questions regarding the project, please contact the Project Manager, John Hobson, at 1055
South Grady Way, Renton,WA 98057 or(425)430-7279.
A certified check or bid bond in the amount of five percent (5%) of the total of each bid must
accompany each bid.
The City's Fair Practices, Non-Discrimination, and Americans with Disability Act Policies shall
apply.
Bonnie I.Walton, City Clerk
Published:
Daily Journal of Commerce May 22, 2012
Daily Journal of Commerce May 29, 2012
ity dr ,
Earidngton Sewer Replacement Phase II
WW P-27-3615
Proposal & Combined Affidavit & Certificate Form
TO THE CITY OF RENTON
RENTON,WASHINGTON
Ladies and/or Gentlemen:
The undersigned hereby certify that the bidder has examined the site of the proposed work and have read
and thoroughly understand the plans, specifications and contract governing the work embraced in this
improvement, and the method by which payment will be made for said work, and hereby propose to
undertake and complete the work embraced in this improvement, or as much thereof as can be completed
with the money available, in accordance with the said plans, specifications and contract and the following
schedule of rates and prices:
(Note: Unit prices for all items, all extensions, and
total amount of bid should be shown. Show unit
prices both in writing and in figures.)
The undersigned further certifies and agrees to the following provisions:
NON-COLLUSION AFFIDAVIT
Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or
bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person
not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on
the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from
bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other
person any advantage over other Bidder or Bidders.
AND
CERTIFICATION RE: ASSIGNMENT OF
ANTI-TRUST CLAIMS TO PURCHASER
Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust
violations are in fact usually borne by the purchaser. Therefore,vendor hereby assigns to purchaser any and
all claims for such over-charges as to goods and materials purchased in connection with this order or
contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid,
quotation, or other event establishing the price under this order or contract. In addition, vendor warrants
and represents that such of his suppliers and subcontractors shall assign any and all such claims to
purchaser, subject to the aforementioned exception.
AND
MINIMUM WAGE AFFIDAVIT FORM
I, the undersigned, having been 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
'age 12 Proposal and Combined Affidavit and Certificate Form
"rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
Proposal-Page 2 of 2
employed in the performance of such work; not less than the prevailing rate of wage or not less than the
minimum rate of wages as specified in the principal contract.
I have read the above and foregoing statements and certificate, know the contents thereof and the
substance as set forth therein is true to my knowledge and belief.
FOR: PROPOSAL, NON COLLUSION AFFIDAVIT,ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND
MINIMUM WAGE AFFIDAVIT
Shoreline Construction Co.
Name of Bidder's Firm
Printed Name: Douglas J. Suzuki Signature:
Address: PO Box 358 Woodinville WA 98072
Contact Name (please print): Douglas J. Suzuki
Phone: 425 483-0600 Email:- Dsuzuki@sccwa.net
Names of Members of Partnership:
OR
Name of President of Corporation Douglas J. Suzuki
Name of Secretary of Corporation Alec C. Andry
Corporation Organized under the laws of Washington State
With Main Office in State of Washington at Woodinville WA
Subscribed and sworn to before me on this 5th day of June 20 12
��4IOI10p�� Notary c i and forthe Stale of Was ngton
�s�� pINYE ly ��ii
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Notary(Print) Chymene R Hoadley
v Not
2� My appointment expires: 01/08/2014
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COMBINED PROP and TRIPLE FORM-Earlington Sewer Replacement Phase H,doc
'age 13
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
i
Department of Labor and Industries
Certificate of Registration
Name on Registration: ._...._Shoreline Construction Co.
Registration Number: 114,129-00 0
Expiration Date: 10/01/2012
Note.: A copy of the certificate will be requested as part of contract execution when project is awarded.
gage 14 Certificate of Registration
provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
BID BOND FORM
Herewith find deposit in the form of a certified check,cashier's check,cash,or id bond in the amount of$
tea... goo ,which amount is not less than five percent of the t i
Sign here:
Know All Men by These Presents:
That we, Shoreline Construction Co., as Principal, and Western Surety Company as Surety, are held and firmly
bound until the City of Renton, as Obligee, in the penal sum of Five Percent ON of Bid Amount Dollars, for the
payment of which the Principal and the Surety bind 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 Earlington
Sewer Replacement Phase II according to the terms of the proposal or bid made by the Principal therefore, 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 to do so, pay and forfeit to the Obligee the penal amount of the
deposit specified in the call for bids, 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 damages,
the amount of this bond.
SIGNED, SEALED AND DATED THIS 5th DAY OF June,2012.
i
Shoreline
Pr c esrnompany
Surety Anne E. Strieb , ttorney-in-Fact
Received return of deposit in the sum of$
Western Surety Company
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT
Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation
having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby
make,constitute and appoint
Kellie Hogan, Peter J Comfort, Karen Swanson, Barbara A Johnson, Peggy A Firth, Brent E
Heilesen, Anne E Strieby, Eric A Zimmerman, Kristine Lawrence, James B Binder, Jennifer
L Snyder, Julie R Truitt, Phylis C Robison, Sandra Kulseth, Christopher Kinyon, Brady
Moriarty,Jamie Diemer,Individually
of Tacoma,WA,its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf bonds,
undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said
Attorney,pursuant to the authority'hereby given,are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by
the shareholders of the corporation.
In Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to
be hereto affixed on this 16th day of March,2012.
uaEr"� WESTERN SURETY COMPANY
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Paul .Bruflat,Senior Vice President
State of South Dakota l
JT
County of Minnehaha SS
On this 16th day of March,2012,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he
resides in the City of Sioux Falls,State of South Dakota;that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which
executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so
j affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and
acknowledges same to be the act and deed of said corporation.
My commission expires +hysy``y''`` 'y+`hy`5yyy+
s D. KRELL s
November 30,2012 SEA NOTARY PUBLIC SEAL s
s SOUTH DAKOTA s
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D.Krell,No ry Public
CERTIFICATE
I,L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in
force,and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed
my name and affixed the seal of the said corporation this '4�day of 3
rasuaEryc,, WESTERN SURETY COMPANY
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L.Nelson,Assistant Secretary
Form F4280-09-06
CITY OF RENTON
PUBUG WORKS DEPARTMENT
SCHEDULE OF PRICES
Earlington Sewer Replacement Phase 11
'Mote: Show price per unit in figures only. to the event of errors or where conflicts occur,the unit price shall govern. illegible figures will invalidate the bid.
SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR INFORMATION ON BID ITEMS.
ITEM ITEM DESCRIPTION APPROX. UNIT PRICE TOTAL AMOUNT
NO. QUANTITY Dollars Cents Dollars Cents
Mobilization&Demobilization
1 May not be more than ten percent(10°"x)of the total amount of the bid. 1 65,000.00 65,000.00
Lump Sum Per Lump Sum
2 Trench Excavation Safety Systems 1 27,510.00 27,510.00
Lump Sum Per Lump Sum
3 Construction Surveying,Staking,and As-Buiits 1 2,000.00 2,000.00
Lump Sum Per Lump Sum
4 Traffic Control 1 40,000.00 40,000.00
Lum Sum Per Lum Sum
5 Temporary Erosion/Sedimentation Controls 1 2,000.00 2,000.00
Lump Sum Per Lump Sum
6 Televison Inspection of Open-Cut Sanitary Sewers 2,039 2.00 4,078.00
Linear Foot Per Linear Foot
7 Furnish and Install 12"PVC Sewer Pipe 1,194 75.00 89,550.00
Linear Foot Per Linear Foot
8 Furnish and Install 8"PVC Sewer Pipe 845 70.00 59,150.00
Linear Foot Per Linear Foot
9 Connect New Sewer Main to Existing Manhole 2 5,000.00 10,000.00
Each Per Each
10 Furnish and install 54" Diameter Sanitary Sewer 8 5,000.00
Manhole 40,000.00
Each Per Each
11 Manhole Modification including Inside Drop 1 2,000.00 2,000.00
Each Per Each
12 Pre-Installation Cleaning and Inspection for CIPP 1,672 1.50 2,508.00
Linear Foot Per Linear Foot
13 Post-Installation Inspection of CIPP 1,672 1.00 1,672.00
Linear Foot Per Linear Foot
14 Furnish and Install 8"Cured-in-Place Pipe(CIPP) 910 40.00 36,400.00
Linear Foot Per Linear Foot
15 Furnish and Install 6"Cured-in-Place Pipe(CIPP) 762 49.00 37,388.00
Linear Foot Per Linear Foot
16 Reinstate CIPP Laterals 36 320.00 11,520.00
Each Per Each
Page 16 Schedule of Prices
provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
1
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
SCHEDULE OF PRICES
Earlington Sewer Replacement Phase 11
-Moto: show price per unit in figures only. in the event of errors or where conilicts occur,the unit price shall govern. Illegible figures wit invalidate the bid.
SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR INFORMATION ON BID ITEMS.
ITEM ITEM DESCRIPTION APPROX. UNIT PRICE TOTAL AMf)UNT
NO. QUANTITY Dollars Cents Dollars Cents
17 Furnish and Install CIPP for Main to Lateral 22 4,300.00 94,600.00
Rehabilitation 8`4"diameter Each Per Each 0w
18 Furnish and Install CIPP for Main to Lateral 14 5,600.00 78,400.00
Rehabilitation 6"4"diameter
Each Per Each
Removal and Replacement of Unsuitable Foundation
19 Material 200 Per 00 600.00
20 Select Imported Trench Backfill , 6,500 1.00 6,500.00
Ton Per Ton
21 Asphalt Patch Including CSTC 1,850 20.00 37,000.00
S .Yard Per S .Yard
22 Replace Pavement Markings and Traffic Buttons 1 5,000.00 5,000.00
Lump Sum Per Lump Sum
Subtotal 652,826.00
9.5%Sales Tax 62,018.47
Total 714,844.47
Page 17
'3rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
BOND TO THE CITY OF RENTON Bond No. 929548972
KNOW ALL MEN BY THESE PRESENTS:
That we,the undersigned Shoreline Construction Co.
a s principal, and W este rn
Surety Company
corporation organized and existing under the laws of the State of South Dakota as a
surety corporation, 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 severally held and firmly
bound to the City of Renton in the penal sum of$714, 844 .4 7 for the payment of which sum on
demand we bind ourselves and our successors, heirs, administrators or person representatives, as the
case may be.
This obligation is entered into in pursuance of the statutes of the State of Washington,the Ordinance of
the City of Renton.
Dated at Seattle Washington,this A7'A day of June 2012.
Nevertheless,the conditions of the above obligation are such that:
WHEREAS, under and pursuant to Public Works Construction Contract CAG-12-078 providing for
construction of Earlington Sewer Replacement Phase II
(project name)
the principal is required to furnish a bond for the faithful performance of the contract;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, if the principal shall faithfully perform all of the provisions of said contract in the
manner and within the time therein set forth, or within such extensions of time as may be granted
under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all
persons who shall supply said principal or subcontractors with provisions and supplies for the carrying
on of said work,and shall hold said City of Renton harmless from any loss or damage occasioned to any
person or property by reason of any carelessness or negligence on the part of said principal, or any
subcontractor in the performance of said work, and shall indemnify and hold the City of Renton
harmless from any damage or expense by reason of failure of performance as specified in the contract
or from defects appearing or developing in the material or workmanship provided or performed under
the contract within a period of one year after its acceptance thereof by the City of Renton, then and in
that event this obligation shall be void; but otherwise it shall be and remain in full force and effect.
Shoreline Cons uction Co. Western Surety Company
Principal Surety
S1 to Signature
� ,♦ s
9P"5z/ogoyl Anne E. Strieby, Attorney-In-Fact
Title Title
Western Surety Company
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT
Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation
having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby
make,constitute and appoint
Kellie Hogan, Peter J Comfort, Karen Swanson, Barbara A Johnson, Peggy A Firth, Brent E
Heilesen, Anne E Strieby, Eric A Zimmerman, Kristine Lawrence, James B Binder, Jennifer
L Snyder, Julie R Truitt, Phylis C Robison, Sandra Kulseth, Christopher Kinyon, Brady
Moriarty,Jamie Diemer, Individually
of Tacoma,WA,its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf bonds,
undertakings and other obligatory instruments of similar nature
- In Unlimited Amounts -
and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said
Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by
the shareholders of the corporation.
In Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to
be hereto affixed on this 16th day of March,2012.
°SJRETy'W WESTERN SURETY COMPANY
wrP1!.PPOgq jo,
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Paul 7ruflat,Senior Vice President
State of South Dakota l
Jj
County of Minnehaha SS
On this 16th day of March,2012,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he
resides in the City of Sioux Falls,State of South Dakota;that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which
executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so
affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and
acknowledges same to be the act and deed of said corporation.
My commission expires +
s D. KRELL s
November 30,2012 s SEAL NOTARY PUBLIC SE L s
s SOUTH DAKOTA s
+5h�y55hh�W5ayhhysyy5wy� + AJ-4
D.Krell,No ry Public
CERTIFICATE
I,L. Nelson,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in
force,and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed
my name and affixed the seal of the said corporation this day of
,
iae..... WESTERN SURETY COMPANY
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L.Nelson,Assistant Secretary
Form F4280-09-06
I
Authorizing By-Law
ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY
This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders
of the Company.
Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the
corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other
officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer
may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company.
The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the
corporation. The signature of any such officer and the corporate seal may be printed by facsimile.
i
�I
CITY OF RENTON
FAIR PRACTICES POLICY
AFFIDAVIT OF COMPLIANCE
i
Shoreline Construction Co. hereby confirms and declares that:
(Name of contractor/subcontractor/consultant)
I. It is the policy of the above-named contractor/subcontractor/consultant,to offer equal
opportunity to all qualified employees and applicants for employment without regard to their
race;religion/creed;national origin;ancestry;sex;the presence of a physical,sensory,or mental
I
disability;age over 40;sexual orientation or gender identity;pregnancy;HIV/AIDS and Hepatitis C
status;use of a guide dog/service animal;marital status;parental/family status;military status;
or veteran's status.
11. The above-named contractor/subcontractor/consultant complies with all applicable federal,
state and local laws governing non-discrimination in employment.
III. When applicable,the above-named contractor/subcontractor/consultant will seek out and
negotiate with minority and women contractors for the award of subcontracts.
Douglas J. Suzuki
Print Agent/Representative's Name
President
Print Agent/Repres ativ itle
I
i
T entative' ignature
icfe !8 2012
Date Signed
Instructions: This document MUST be completed by each contractor,subcontractor,consultant and/or
supplier, Include or attach this document(s)with the contract.
I
CONTRACTS OTHER THAN FEDERAL-AID FHWA
THIS AGREEMENT, made and entered into this oZ 7 day of �� a4�9. by and
between THE CITY OF RENTON, Washington, a municipal corporation the State of Washington,
hereinafter referred to as"CITY" andShoreline Construction Co.,hereinafter referred to
as"CONTRACTOR."
WITNESSETH:
1) The Contractor shall within the time stipulated, (to-wit: within Ninety (90) working days from
date of commencement hereof as required by the Contract, of which this agreement is a
component part) perform all the work and services required to be performed, and provide and
furnish all of the labor, materials, appliances, machines, tools, equipment, utility and
transportation services necessary to perform the Contract, and shall complete the construction
and installation work in a workmanlike manner,in connection with the City's Project(identified
as No. CAG-12-078 for improvement by construction and installation of:
Work for the Earlington Sewer Replacement Phase II, per the "Scope of Work"
included herein.
All the foregoing shall be timely performed, furnished, constructed, installed and completed in
strict conformity with the plans and specifications, including any and all addenda issued by the
City and all other documents hereinafter enumerated, and in full compliance with all applicable
codes, ordinances and regulations of the City of Renton and any other governmental authority
having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials,
appliances, machines, tools, equipment and services shall be furnished and the construction
installation performed and completed to the satisfaction and the approval of the City's Public
Works Director as being in such conformity with the plans, specifications and all requirements
of or arising under the Contract. The Contractor agrees to use recycled materials whenever
practicable.
2) The aforesaid Contract,entered into by the acceptance of the Contractor's bid and signing of this
agreement, consists of the following documents, all of which are component parts of said
Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto
attached.
a) This Agreement
b) Instruction to Bidders
c) Bid Proposal
d) Specifications
e) Maps and Plans
f) Bid
g) Advertisement for Bids
h) Special Provisions,if any
i) Technical Specifications,if any
I C 1-2009
,.°
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3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence
as will insure its completion within the time specified in this Contract, or any extension in
writing thereof, or fails to complete said work with such time, or if the Contractor shall be
adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors,
or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of
his subcontractors should violate any of the provisions of this Contract,the City may then serve
written notice upon him and his surety of its intention to terminate the Contract, and unless
within ten (10) days after the serving of such notice, such violation or non-compliance of any
provision of the Contract shall cease and satisfactory arrangement for the correction thereof be
made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate
!, in every respect. In the event of any such termination, the City shall immediately serve written
notice thereof upon the surety and the Contractor and the surety shall have the right to take over
r and perform the Contract,provided, however, that if the surety within fifteen (15)days after the
serving upon it of such notice of termination does not perform the Contract or does not
commence performance thereof, the City itself may take over the work under the Contract and
prosecute the same to completion by Contract or by any other method it may deem advisable,for
the account and at the expense of the Contractor, and his surety shall be liable to the City for
any excess cost or other damages occasioned the City thereby. In such event, the City, if it so
elects, may, without liability for so doing, take possession of and utilize in completing said
Contract such materials, machinery, appliances, equipment, plants and other properties
belonging to the Contractor as may be on site of the project and useful therein.
( 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies
ll available to the City.
5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives
4 and employees harmless and to promptly indemnify same from and against any and all claims,
actions, damages, liability of every type and nature including all costs and legal expenses
incurred by reason of any work arising under or in connection with the Contract to be performed
hereunder, including loss of life, personal injury and/or damage to property arising from or out
of any occurrence, omission or activity upon, on or about the premises worked upon or in any
way relating to this Contract. This hold harmless and indemnification provision shall likewise
apply for or on account of any patented or unpatented invention, process, article or appliance
+ manufactured for use in the performance of the Contract, including its use by the City, unless
otherwise specifically provided for in this Contract.
The Contractor agrees to name the City as an additional insured on a noncontributory primary
basis. In the event the City shall, without fault on its part, be made a party to any litigation
commenced by or against Contractor, then Contractor shall proceed and hold the City harmless
and he shall pay all costs,expenses and reasonable attorney's fees incurred or paid by the City in
i connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and
reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the
covenants,provisions and agreements hereunder.
Nothing herein shall require the Contractor to indemnify the City against and hold harmless the
City, from claims, demands or suits based solely upon the conduct of the City, its officers or
employees and provided further that if claims or suits are caused by or result from the
concurrent negligence of(a) the Contractor's agents or employees and (b) the City, its agents,
officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity
provision with respect to claims or suits based upon such concurrent negligence shall be valid
and enforceable only to the extent of the Contractor's negligence or the negligence of the
Contractor's agents or employees.
2 C 1-2009
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conferred by this Agreement in one or more instances shall not be construed to be a waiver or
relinquishment of those covenants,agreements or options,and the same shall be and remain in
full force and effect.
16) Written Notice. All communications regarding this Agreement shall be sent to the parties at the
addresses listed on the signature page of the Agreement, unless notified to the contrary. Any
written notice hereunder shall become effective three(3)business days after the date of mailing
by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at
the address stated in this Agreement or such other address as may be hereafter specified in
writing.
17) Assignment. Any assignment of this Agreement by either party without the written consent of
the non-assigning party shall be void. If the non-assigning party gives its consent to any
assignment, the terms of this Agreement shall continue in full force and effect and no further
assignment shall be made without additional written consent.
18) Modification. No waiver, alteration, or modification of any of the provisions of this Agreement
shall be binding unless in writing and signed by a duly authorized representative of the city and
Contractor.
19) Compliance with Laws. The Contractor agrees to comply with all federal, state, and municipal
laws, rules, and regulations that are now effective or in the future become applicable to
Contractor's business, equipment, and personnel engaged in operations covered by this
Agreement or accruing out of the performance of those operations.
20) Counterparts. This Agreement may be executed in any number of counterparts, each of which
shall constitute an original,and all of which will together constitute this one Agreement.
IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested
by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-
written.
OR CITY OF REN N
rest Mayor Denis Law
ATTES�T4 J e
ecretary Bonnie I . Walton, City Clerk
dba Shoreline Construction Co.
Firm Name
cluck ow
❑ Individual ❑ Partnership ® Corporation Incorporated in Washington
�.X
S -2009
' ;'jty ••�'�'� r` te... .fit",
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Attention:
If business is a CORPORATION, name of the corporation should be listed in full and both President
and Secretary must sign the contract,OR if one signature is permitted by corporation by-laws, a copy
of the by-laws shall be furnished to the City and made a part of the contract document.
If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a(doing
business as)and firm or trade name; any one partner may sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP,the name of the owner should appear followed
by d/b/a and name of the company.
i
6 C 1-2009
i �
PREVAILING MINIMUM
HOURLY WAGE RATES
i
Department of Labor and Industries ��ti sr"rE'q
Prevailing Wage STATEMENT OF INTENT TO
www,902-5335 PAY PREVAILING WAGES
svtvty lni:wu.ttov/TradesLicensiui:/PrevWaec "y :•� y"�
• This form must be typed or printed in ink. oy 7889 eo Public Works Contract
• Fill hi all blanks or the form will be returned for correction(see instructions). $40.00 Filing Fee Required
• Please allow a minli n in of 10 working days for processing.
• Once approved,your form:will be posted online at Intent ID#(Assigned by L&I)
..e o '/ y'• ti •'4 t•.•ts�
htr s://fin'trca...wu ov/hu .� idtuU/�eaictFcr.
Y.onr Cotnjiany Info nnotion,„ ,`!:. ,, is j. Aivpj;dblg Agency 7nfoi mat(od, ' , .','t '
Your Company Name - Project Name Connuct Number
ABC Company,Inc. Road Repair 47,14;3)7°t'ir'tn 2011-01B
Your Address Awarding Agency ITf,-
e
1234 Main Sweet WA State Department of Transp"0", n
City Slate Zip+4 Awarding Agency Address;'`—"h;!%
Olympia WA 98501-1234 PO Box 47354
Your Contractor Registration Number Your UBI Number City V .;.4 State %v3 Zip+4
t tiiii�r o<..
ABCCI*0123AA 123456789 Olympia A 1,WA r "iY 98501
Your Industrial Insurance Account Number - Awarding fiAebcy Contact Name Plane Notbber
111,111-t 1 John Doe p�§ lsj t, (a6 5 5-.5555
Your Entail Address(required ror notification ofapptoval) Your Phone Number County Where'Vt,&K ill Be Pcrfmmed q (:ity Where Work Will Be Performed
P H g Q g ( ) 4 kajl'
revailin wa er Ini.we. ov 555 555-5555 Olympia
Ad , , aria nits;,
Your Expected Job Start Date(rant/dd/yyyy) Sri I� Bid Due DO (I time CoatPt.V1,�'s��(u? Award Date(Prime Con(ractor',$),
01%01/2011 6 ""ia�108/01/2010 P51v 08/10/2010
iii' 1t,1{lcate,Tlttal Dollar Amount f•Your Contract(including
Job Site Address/Directions ,) q p,, .�,
State Sheet Q Plum Street sag j or time and materials,if applicable. 1$1000.00
AI2ItAiFunds = " �i, �'i'cafhertzlhon or Eu @rg}„�ft7clenf�tinds_" '
Does this project utilize American Recovery and Reinvestment Act(AItRA)'d'iinds Does this"p( aet�utilize any weatherization or energy efficiency upgrade funds
0 Yes 0 No d * (ARRA or of er�wise)? 0 Yes 0 No
PriutC:Gmttiuco:rsGom[iaityInforiiatton ,'!fit` Hfiin„gConttncfoN'siCntit�any`lpfu_rfnutlou ;
Prime Contractor's Company Name Priln(yfi fi oS�s Intent Nun) er Hirtng,,Cpniractor's Company Name
XYZ Company,Inc. 123456 1 fl an
vrX. wk C:_.t: .u•• Supeir avers,Inc.
Prime Contractor's Registration Number Prime Contractors UBI<Numb&-g,4 Hiring Contractor's Contractor Registration Number Hiring Contractor's UBI Number
sMq { SUPRA123AA XYZIN*0123AA 987654321 32)456987
Employ menNIrifounatimf:';%: -a � "
Do you intend to use ANY Yes ,z,(,®aIJo Will employees,perfonn work on this project') ®Yes 0 No
M bey..
Will ALL work be subcontracted? t Qi,Q1'es ®No Do you intend to use apprentice employees? .®Yes ❑No
r �111p�- -
Number of Owner/Operators who own at lea stp30%ofthc compan t will perform work on the project: ❑None(0) one(1) El Two(2) 0 Three(3)
„if v ub, t ' �'
Crafts/Trades/Occupations "(Do not list apprGi�}iices. 'they are listed on the Affidavit of Wages Paid only.) Rate of Hourly
£ t`peg Number of Rate of Hourly
If an empleyccs orks in more than one bade ensi that all hours worked in each Trade are reported below. Usual("Fringe")
{� +1 ,. - Workers Pay
For additional fi
,!'A'fts/trades/occupati¢0# pease use'A�Idendum A. Benetlls
Laborer-AsphaltRakcr "x 2 39.28 5.00
Power Equipment Operator-Asphalt Ploiit Operator I 48.04 2.35
i
A Nµ ,.Ar-• - I
Truck Driver-Asphalt Mix(o:�er;616'-Yds) 1 46.47 0.00 i
W,
' I
Sl'nafiire-Block:: ::.. •.�: ::. --.; ::-; ..... __,... t - ,:;-:r
I hereby certify that I have read and understand the instructions to complete this form and that the information including any addenda,are correct and that all workers I employ on this j
Public Works Project will be paid no less than the Prevailing Wage Rates as determined by the Industrial Statistician of the Department of Labor and Industrics.
Print Nano: Print Title: - Si nature: Date:
For.':'&,T Jse'Ont ;
Approvedby signature of the Department of Labor and Industries Industrial Statistician,
NOTICE: If the prlme contract Is at a cost of over one million dollars(St,000,000.00),RCW 39.04.370 requires you to complete the EHB 2805(RCN 39.04.370)Addendum and attach It
to your Affidavit of Wages of Paid when your work on the project concludes.This Is only a notice.The EHB 2805 Addendum is not submitted with this Intent.
SAMPLE-F700-029.000 Statement of intent to Pay Prevailing Wages 03-2011
Prevailing Wage Program and Industries ��e aT"as on AFFIDAVIT OF WAGES PAID
Prevailing Wage 1'rogratit c ,�
(360)902-5335 Public Works Contract
11.1PLKiI1Lwa,({nV/'TradesL,icensinP.11'revWag<_ o $40.00 Filing Fee Required j
�y't 1880 fey I
• This form must be typed or printed in ink. Affidavit ID#(Assigned by L&I)
• Fill in ALL blanks or the form will be returned for correction(see instructions).
•Please allow a minimum of 10 working days for processing. SAMPLE
•Once approved,your form will be posted online at
bttris://fonress,\va.t?ov/lni/uwia.ub/Searc6For.asu
YoiiitGroman�°Yufornia"thin 4 AWarmo'A cnc?Iitommahony,
Your Company Name Project Name Contract Number
ABC Company Road Repair 123-456
Your Address Awarding Agency
1234 Main Street WA St De artment of Trans ortati on
City State Zip+4 Awarding Agency Address
Olympia WA 98501-1234 PO Box 123
Your Contractor Registration Number Your UBl Number City State Zip+4
ABCCI*0123AA 123456789 Olympia WA 98501
Your Industrial Insurance Account Number Awarding Agency Contact Name "- Phone Number
111,111-11 John Doe 555).555-5555
Your Email Address(required for notification otapprovuQ Your Phone Number County Where Work Was Performed City Where Work Was Performed
revailin wage c inj.wa.gov 555 555=5555 Thurston Ol is
i;:: 1:. r ,, T.r
AdJ @iou"1 Deialls �.,:" : Contract`l)etails :f
Your Job Start Date(mm/dd/yyyy) Ynur Date Work Completed(mm/dd/yyyy) Bid Due Date(Prime Con(ractor's) Award Date(Prime Contractor's)
2/1/2011 13/1/2011 1/1/2011 11/512011
Job Site Address/Directions Your Approved httentall.# Indicatc ToW Dollar Amount ofi o rr Contract I
Plum and State Street 123456 (inc(uding sales tax). $10,000.00
EHB 2805(RCW 39.04.370)–Is the Prime Contractor's ❑yes ®No If you answered"Yes"to the EHB 2805 question and the Award Date is 9/1/2010 or
Contract at a cost of over one million dollars S 1,000,000)? ' rater you niust.com lete and submit the EHB 2805 CW 39.04.370 Addendum.
�Veatlierlallon�or�Eno'' ;'Eit7cientPunds. N'
Does this project utilize American Recovery and Remveshncnt Act(ARRA)funds?� n
Does this project utilize any weathezation or energy efficiency upgrade funds
❑Yes ®No (ARRA or otherwise)? ❑Yes ®No
I-rLne'Conh•actoi's Coni`un Inforrnahon , ;� r Hlrin��Contractor s'Com an ;Tpformatioh'a? i
Prime Contractor's Company Name Hiring Contractor's Company Name
XYZ Company CBA Company
Prime Contractor's Registration Number Pfime'.Contmctor's UBI Number Hiring Contructor's Registration Number Hiring Contractor's UBI Number
XYZCI*0123AA 987654321 : CBACI*0123Afi 456789123
Eimi'i`lu�ment!liiformation=' � „'` t s^ „i,
Did you use ANY subcontractors? ❑Yes(Addendun it)Remdred).'' ®No Did employees perform work on this project? ®Yes ❑No
Was ALL work subcontracted? .❑Yes(Addendum B Required) ®No Did you use apprentice employees? ❑Yes ®No
Number of Owner/Operators who own at least 30%of the company who perforated work on this project: ❑None(6) ®One(1) ❑Two(2) ❑ Three(3)
You must list the First and Last Names of any Owner/Operator performing work below
List your Crafts/Trades/Occupations Below-For Joumey Level Workers you must Number of Total#of Hours Rate of Hourly Rate of Hourly
provide all of the information below. Owner/Operators-must provide their First and Last Workers Worked Pay Usual("Fringe")
name he other information required. —Apprentices are not recorded below.You must Benefits
use Addendum D to list Apprentices.
General Labor 2 153 41.23 8,54
Carpenter 5 210 52,26 10.13
I
i
I hereby certify that I have read and understand the instructions to complete this form and that the information on the forth and any addenda is correct and that all workers{I employed on this
Public Works Project were paid no less than the Prevailing Wage Ratc(s)as dete pined by the Industrial Statistician of the Department of Labor and Industries.
Print Name:Jane Doe Pr'IutTltIC:Bookkee err Signature: Date:3/5/2011
ForLB:iUscOnl ' /;ti,l'
i
APPROVED: Department of Labor and Industries
g Industrial Statistician
SAMPLE-F700-007-000 Affidavit of Wages Paid 3-2011 1
I
Page 1 of 17
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:
5/1/2012
County Trade m � MJob Classification Wage Holiday Overtime Note
King Asbestos Abatement Workers Journey Level $40.03 5D 1 H €
King Boilermakers Journey Level $60.24 5N 1C i
;King Brick Mason Brick And Block Finisher $41.41 5A 1M
r King Brick Mason Journey Level $48.27 5A 1M
;King Brick Mason Pointer-Caulker-Cleaner $48.27 5A 1M }
King Building Service Employees Janitor $19.52 5S 2F F
k
gKing Building Service Employees Traveling Waxer/shampooer $19.93 5S 2F
King Building Service Employees Window Cleaner (Scaffold) $23.94 5S 2F
i
King Building Service Employees Window Cleaner(non-scaffold) $23.08 55 2F
;King Cabinet Makers (In Shop) Journey Level $22.74 1
King Carpenters Acoustical Worker $48.63 5D 1M
King Carpenters Bridge, Dock And Wharf $48.47 5A 1 M
Carpenters
"King Carpenters Carpenter $48.47 5D 1M
e
King Carpenters Creosoted Material $48.571 5D 1M
iKing Carpenters Floor Finisher $48.60 5D 1M
King Carpenters Floor.Layer $48.60 5D 1M
;King Carpenters Floor Sander $48.60 5D 1M
l
iKing Carpenters Sawfiler $48.60 5D 1M
R King Carpenters Shingler $48.60 5D 1M .
King Carpenters Stationary Power Saw Operator $48.60 5D 1M a
King Carpenters Stationary Woodworking Tools $48.60 5D 1M
King Cement Masons Journey Level $49.15 7A 1M
;King Divers Et Tenders Diver $100.28 5D 1M 8A
;King Divers Et Tenders Diver On Standby $56.68 5D 1M
King Divers Et Tenders Diver Tender $52.23 5D 1 M
a
King Divers Et Tenders Surface Rcv Et Rov Operator $52.23 5D 1M
,King Divers Et Tenders Surface Rcv Et Rov Operator $48.67 5A 1B
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 2 of 17
S
Tender
=King Dredge Workers Assistant Engineer $49.57 5D 1T 8L
King Dredge Workers Assistant Mate(deckhand) $49.06 5D 1T 8L
i
King Dredge Workers Engineer Welder $49.62 5D 1T 8L f
£King Dredge Workers Leverman, Hydraulic $51.19 5D 1T 8L
r
'King Dredge Workers Maintenance $49.06 5D 1T 8L
King Dredge Workers Mates And Boatmen $49.57 5D 1T 8L
King Dredge Workers Oiler $49.19 5D 1T 8L
King Drywall Applicator Journey Level $48.47 5D 1 M
King Drywall Tapers Journey Level $48.79 5P 1 E
King Electrical Fixture Maintenance Journey Level $25.34 5L 1 E
g Workers
King Electricians - Inside Cable Splicer $61.93 7C 2W R
King Electricians - Inside Cable Splicer (tunnel) $66.55 7C 2W
lKing Electricians - Inside Certified Welder $59.83 7C 2W
`King Electricians - Inside Certified Welder (tunnel) $64.23 7C 2W
lKing Electricians - Inside Construction Stock Person $31.83 7C 2W
King Electricians - Inside Journey Level $57.72 7C 2W
;King Electricians - Inside Journey Level (tunnel) $61.93 7C 2W
King Electricians - Motor Shop Craftsman $15.37 1
King Electricians - Motor Shop Journey Level $14.69 1
King Electricians - Powerline Cable Splicer $64.95 5A 4A
Construction
King Electricians - Powerline Certified Line Welder $59.37 5A 4A
Construction
lKing Electricians - Powerline Groundperson $42.16 5A 4A t
Construction
King Electricians - Powerline Head Groundperson $44.50 5A 4A x
Construction
;King Electricians - Powerline Heavy Line Equipment $59.37 5A 4A
Construction Operator i
;King Electricians - Powerline Jackhammer Operator $44.50 5A 4A
I Construction
King Electricians - Powerline . Journey Level Lineperson $59.37 5A 4A
a
Construction
King Electricians - Powerline Line Equipment Operator $49.95 5A 4A
Construction
'King Electricians - Powerline Pole Sprayer $59.37 5A 4A
Construction l
King Electricians - Powerline Powderperson $44.50 5A 4A
Construction
A King Electronic Technicians Journey Level $31.00 1
King Elevator Constructors Mechanic $75.24 7D 4A
1King Elevator Constructors Mechanic In Charge $82.00 7D 4A
%ing Fabricated Precast Concrete All Classifications - In-Factory $14.15 56 2K
( Products Work Only
.King Fence Erectors Fence Erector $15.18 1 j
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 3 of 17
King ELag ers Journey Level $33.93 7A 2Y
eking Glaziers Journey Level $50.91 7L 1Y s
t.King Heat & Frost Insulators And Journeyman $55.68 5J 15 g
# Asbestos Workers
$King Heating Equipment Mechanics Journey Level $67.82 7F 1E
King Hod Carriers £t Mason Tenders Journey Level $41.28 7A 2Y
King Industrial Engine And Machine Journey Level $15.65 1
d Mechanics
@King Industrial Power Vacuum Journey Level $9.24 1
Cleaner
s
i King Inland Boatmen Boat.Operator $51.95 5B 1 K
<King Inland Boatmen Cook $48.62 5B 1K
iKing Inland Boatmen Deckhand $48.62 5B 1K
r King Inland Boatmen Deckhand Engineer $49.60 5B 1K
iKing Inland Boatmen Launch Operator $50.80 5B 1K
King Inland Boatmen Mate $50.80 5B 1K
e
iKing Inspection/Cleaning/Seating Of Cleaner Operator, Foamer $31.49 1
l Sewer & Water Systems By Operator
Remote Control
iKing Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1
Sewer 8t Water Systems By i
Remote Control
King Inspection/Cleaning/Sealing Of Head Operator $24.91 1
Sewer £t Water Systems By
Remote Control �
?King Inspection/Cleaning/Seating OTechnician 1
Sewer Et Water Systems By
Remote Control
King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1
Sewer Et Water Systems By
Remote Control
'King Insulation Applicators Journey Level $48.47 5D 1M
King Ironworkers Journeyman $58.27 7N 10
9
'King Laborers Air, Gas Or Electric Vibrating $40.03 7A 2Y
Screed i
F
iKing Laborers Airtrac Drill Operator $41.28 7A 2Y
King Laborers Ballast Regular Machine $40.03 7A 2Y
iKing Laborers Batch Weighman $33.93 7A 2Y
King Laborers Brick Pavers $40.03 7A 2Y
King Laborers Brush Cutter $40.03 7A 2Y
Y
King Laborers Brush Hog Feeder $40.03 7A 2Y
King Laborers Burner $40.03 7A 2Y s
King Laborers Caisson Worker $41.28 7A 2Y
King Laborers Carpenter Tender $40.03 7A 2Y
iKing Laborers Caulker $40.03 7A 2Y
King Laborers Cement Dumper-paving $40.77 7A 2Y
a
King Laborers Cement Finisher Tender $40.03 7A 2Y i
k �
r 8
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 4 of 17
King Laborers Change House Or Dry Shack $40.03 7A 2Y €
I King Laborers Chipping Gun (under 30,Lbs.) $40.03 7A 2Y
King Laborers Chipping Gun(30 Lbs. And $40.77 7A 2Y
g Over)
`King Laborers Choker Setter $40.03 7A 2Y
iKing Laborers Chuck Tender $40.03 7A 2Y t
King Laborers Clary Power Spreader $40.77 7A 2Y.
'King Laborers Clean-up Laborer $40.03 7A 2Y
FKing Laborers Concrete Dumper/chute $40.77 7A 2Y
Operator
King Laborers Concrete Form Stripper $40.03 7A 2Y
King Laborers Concrete Placement Crew $40.77 7A 2Y
King Laborers Concrete Saw Operator/core $40.77 7A 2Y
Driller
;King Laborers Crusher Feeder $33.93 7A 2Y
IKing Laborers Curing Laborer $40.03 7A 2Y
°King Laborers Demolition: Wrecking 8t Moving $40.03 7A 2Y
(incl. Charred Material) l
King Laborers Ditch Digger $40.03 7A 2Y
"King Laborers Diver $41.28 7A 2Y
'King Laborers Drill Operator $40.77 7A 2Y
(hydraulic,diamond)
King Laborers Dry Stack Walls $40.03 7A 2Y
;King Laborers Dump Person $40.03 7A 2Y
!King Laborers Epoxy Technician $40.03 7A 2Y
King Laborers Erosion Control Worker $40.031 7A 2Y
King Laborers Faller Et Bucker Chain Saw $40.771 7A 2Y
King Laborers Fine Graders $40.03 7A 2Y
jKing Laborers Firewatch $33.93 7A 2Y
€King Laborers Form Setter $40.03 7A 2Y
gKing Laborers Gabian Basket Builders $40.03 7A 2Y
kKing Laborers General Laborer $40.03 7A 2Y
King Laborers Grade Checker 8t Transit $41.28 7A 2Y
Person
,.King Laborers Grinders $40.03 7A 2Y
King Laborers Grout Machine Tender $40.03 7A 2Y
lKing Laborers Groutmen (pressure)including $40.77 7A 2Y
Post Tension Beams
King Laborers Guardrail Erector $40.03 7A 2Y
King Laborers Hazardous Waste Worker (level $41.28 7A 2Y
A)
King Laborers Hazardous Waste Worker (level $40.77 7A 2Y
B)
King Laborers Hazardous Waste Worker (level $40.03 7A 2Y i
C)
King Laborers High Scaler $41.28 7A 2Y
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 5 of 17
I King Laborers Jackhammer $40.77 7A 2Y
iKing Laborers Laserbeam Operator $40.77 7A 2Y x
'King Laborers Maintenance Person $40.03 7A 2Y
King Laborers Manhole Builder-mudman $40.77 7A 2Y
dKing Laborers Material Yard Person $40.031 7A 2Y
=King Laborers Motorman-dinky Locomotive $40.77 7A 2Y
King Laborers Nozzleman (concrete Pump, $40.77 7A 2Y
Green Cutter When Using
Combination Of High Pressure
Air Et Water On Concrete Et E
Rock, Sandblast, Gunite,
F Shotcrete, Water Bla
King Laborers Pavement Breaker $40.77 7A 2Y f
King Laborers Pilot Car $33.93 7A 2Y
King Laborers Pipe Layer Lead $41.28 7A 2Y
!King Laborers Pipe Layer/tailor $40.77 7A 2Y
7 King Laborers Pipe Pot Tender $40.77 7A 2Y
x King Laborers Pipe Reliner $40.77 7A 2Y
P
`King Laborers Pipe Wrapper $40.77 7A 2Y
'King Laborers Pot Tender $40.03 7A 2Y
King Laborers Powderman $41.28 7A 2Y
King Laborers Powderman's Helper $40.03 7A 2Y
j King Laborers Power Jacks $40.77 7A 2Y
jKing Laborers Railroad Spike Puller - Power $40.77 7A 2Y
King Laborers Raker - Asphalt $41.28 7A 2Y a
;King Laborers Re-timberman $41.28 7A 2Y
!King Laborers Remote Equipment Operator $40.77 7A 2Y
`King Laborers Rigger/signal Person $40.77 7A 2Y y
s King Laborers Rip Rap Person $40.03 7A 2Y
King Laborers Rivet Buster $40.77 7A 2Y
King Laborers Rodder $40.77 7A 2Y n
!King Laborers Scaffold Erector $40.03 7A 2Y
King Laborers Scale Person $40.03 7A 2Y
F King Laborers Sloper (over 20") $40.77 7A 2Y t
$King Laborers Sloper Sprayer $40.03 7A 2Y
King Laborers Spreader (concrete) $40.771 7A 2Y
King Laborers Stake Hopper $40.03 7A 2Y
=King Laborers Stock Piler $40.03 7A 2Y
King Laborers Tamper Et Similar Electric, Air $40.77 7A 2Y
Ft Gas Operated Tools
if King Laborers Tamper (multiple Et Self- $40.77 7A 2Y
propelled)
King Laborers Timber Person - Sewer (lagger, $40.77 7A 2Y
Shorer Et Cribber)
King Laborers Toolroom Person (at Jobsite) $40.03 7A 2Y
1 King Laborers Topper $40.03 7A 2Y I
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 6 of 17
(King Laborers Track Laborer $40.03 7A 2Y
King Laborers Track Liner (power) $40.77 7A 2Y
lKing Laborers Truck Spotter $40.03 7A 2Y
a
King Laborers Tugger Operator $40.77 7A 2Y
lKing Laborers Tunnel Work-Compressed Air $52.08 7A 2Y 84
Worker 0-30 psi
King Laborers Tunnel Work-Compressed Air $57.08 7A 2Y
Worker 30.01 44.00 psi
King Laborers Tunnel Work-Compressed Air $60.76 7A 2Y 8
g Worker 44.01-54.00 psi
King Laborers Tunnel Work-Compressed Air .$66.46 7A 2Y 8Q
Worker 54.01-60.00 psi
King Laborers Tunnel Work-Compressed Air $68.58 7A 2Y Q
i
Worker 60.01-64.00 psi e
"King Laborers Tunnel Work-Compressed Air $73.68 7A 2Y 8Q
Worker 64.01-68.00 psi
King Laborers Tunnel Work-Compressed Air $75.58 7A 2Y 8g
I Worker 68.01-70.00 psi
King Laborers Tunnel Work-Guage and Lock $41.38 7A 2Y 8g
Tender
King Laborers Tunnel Work-Miner $41.38 7A 2Y 8D k
"King Laborers Vibrator $40.77 7A 2Y
King Laborers Vinyl Seamer $40.03 7A 2Y
"King Laborers Watchman $30.84 7A 2Y
"King Laborers Welder $40.771 7A 2Y
"King Laborers Well Point Laborer $40.77 7A 2Y
;King Laborers Window Washer/cleaner $30.84 7A 2Y
I King Laborers - Underground Sewer General Laborer $ Topman $40.03 7A 2Y.
I* Water
l
=King Laborers Underground Sewer Pipe Layer $40.77 7A, 2Y
Et Water -
:King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1
Installers I
r
King Landscape Construction Landscape Equipment $28.17 1 x
Operators Or Truck Drivers
King Landscape Construction Landscaping or Planting $17.87 1
Laborers
King Lathers Journey Level $48.74 5D 1H
1King Marble Setters Journey Level $48.27 5A 1M
;King Metal Fabrication (In Shop) Fitter $15.86 1 x
"King Metal Fabrication fin Shop) Laborer $9.78 1
King Metal Fabrication In Shop) Machine Operator $13.04 1
King Metal Fabrication (In Shop) Painter $11.10 1
King Metal Fabrication (In Shop) Welder $15.48 1
i King MLRwright Journey Level $49.47 5D 1 M
Nng Modular Buildings Cabinet Assembly $11.56 1
King Modular Buildings Electrician $11.56 1
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 7 of 17
King Modular Buildings Equipment Maintenance $11.56 1
'King Modular Buildings Plumber $11.56 1
`King Modular Buildings Production Worker $9.40 1
King Modular Buildings Tool Maintenance $11.56 1
King Modular Buildings Utility Person $11.56 1
,King Modular Buildings Welder $11.56 1
King Painters Journey Level $35.72 6Z 2B
King Pile Driver Journey Level $48.67 5A 1M
,King Plasterers Journey Level $46.88 1R p
King Playground ft Park Equipment Journey Level $9.04 1 x
Installers
King Plumbers $ Pip. fitters Journey Level $70.84 6Z 1 G
{Kin g Power Equipment
Operators Asphalt Plant Operators $50.39 7A IT 8P �
King Power Equipment Operators. Assistant Engineer $47.12 7A IT 8P
King Power Equipment Operators Barrier Machine (zipper) $49.90 7A 1T 8P
King Power Equipment Operators Batch Plant Operator, $49.90 7A IT 8P
Concrete ;
`King Power Equipment Operators Bobcat $47.12 7A 1T 8P ,
King Power Equipment Operators Brokk - Remote Demolition $47.12 7A 1T 8P
g Equipment
;King Power Equipment Operators Brooms $47.12 7A 1T 8P
King Power Equipment Operators Bump Cutter $49.90 7A IT 8P
King Power Equipment Operators Cableways $50.39 7A IT 8P j
King Power Equipment Operators Chipper $49.90 7A 1T 8P
lKing Power Equipment Operators lCompressor $47.12 7A 1T 8P
King Power Equipment Operators lConcrete Pump: Truck Mount $50.39 7A IT 8P
With Boom Attachment Over 42
k M fi
King Power Equipment Operators Concrete Finish Machine -laser $47.12 7A IT 8P
Screed
King Power Equipment Operators Concrete Pump - Mounted Or $49.48 7A IT 8P k
Trailer High Pressure Line
Pump, Pump High Pressure.
King Power Equipment Operators Concrete Pump: Truck Mount $49.90 7A 1 T 8P
z
With Boom Attachment Up To
x 42m
King Power Equipment Operators Conveyors $49.48 7A IT 8P
King Power Equipment Operators Cranes: 20 Tons Through 44 $49.90 7A IT 8P
Tons With Attachments
c
Overhead, Bridge Type Crane:
20 Tons Through 44 Tons
King Power Equipment Operators Cranes: 100 Tons Through 199 $50.94 7A IT 8P
Tons, or 150' of boom
a (including jib with
attachments); Overhead,
l bridge type, 100 tons and over;
Tower crane up to 175'in
height, base to boom.
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 8 of 17
;King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $51.51 7A IT 8P
Or 250' Of Boom (including Jib
With Attachments)
F
King Power Equipment Operators Cranes: 45 Tons Through 99 $50.39 7A 1T 8P
Tons, Under 150' Of Boom i
(including Jib With
Attachments)
King Power Equipment Operators Cranes: A-frame - 10 Tons And $47.12 7A IT 8P ,
Under
{
IKing Power Equipment Operators Cranes: Friction 100 Tons $51.51 7A 1T 8P
Through 199 Tons
:
yKing Power Equipment Operators Cranes: Friction Over 200 Tons $52.07 7A 1T 8P
King Power Equipment Operators Cranes: Over 300 Tons Or 300' $52.07 7A 1T 8P
Of Boom (including Jib With e
Attachments) k
,King Power Equipment Operators Cranes: Through 19 Tons With $49.48 7A 1T 8P s
Attachments A-frame Over 10
a Tons
,[Kin7g777 Power Equipment Operators Crusher $49.90 7A IT 8P
King Power Equipment Operators Deck Engineer/deck Winches $49.90 7A IT 8P
(power) €
lKing Power Equipment Operators Derricks, On Building Work $50.39 7A IT 8P
1King Power Equipment Operators Dozer Quad 9, HD 41, D10 and $50.39 7A 1T 8P r
Over
=King Power Equipment Operators Dozers D-9 Et Under $49.48 . 7A IT 8P r
King Power Equipment Operators Drill Oilers: Auger Type, Truck $49.48 7A IT 8P
Or Crane Mount fi
King Power Equipment Operators Drilling Machine $49.90 7A IT 8P
;King Power Equipment Operators Elevator And Man-lift: $47.12 7A IT 8P
3
Permanent And Shaft Type h
,King Power Equipment Operators Finishing Machine, Bidwell And $49.90 7A IT 8P
Gamaco Et Similar Equipment
(King Power Equipment Operators. Forklift: 3000 Lbs And Over $49.48 7A IT 8P
With Attachments
King Power Equipment Operators Forklifts: Under 3000 Lbs. With $47.12 7A IT 8P
Attachments
King Power Equipment Operators Grade Engineer: Using Blue $49.90 7A IT 8P a
Prints, Cut Sheets, Etc
King Power Equipment Operators Gradechecker/stakeman $47.12 7A IT 8P
King Power Equipment Operators Guardrail Punch/Auger $49.90 7A IT 8P
King Power Equipment Operators Hard Tail End Dump $50.39 7A IT 8P
Articulating Off- Road i
Equipment 45 Yards. Et Over
King Power Equipment Operators Hard Tail End Dump $49.90 7A IT 8P
Articulating Off-road
Equipment Under 45 Yards
3King Power Equipment Operators Horizontal/directional Drill $49.48 7A IT 8P
Locator
1King Power Equipment Operators Horizontal/directional Drill $49.90 7A IT 8P
Operator s
a
4
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Page 9 of 17
King Power Equipment Operators Hydralifts/boom Trucks Over $49.48 7A 1T 8P
10 Tons
lKing Power Equipment Operators Hydralifts/boom Trucks, 10 $47.12 7A 1T 8P
Tons And Under
;King Power Equipment Operators Loader, Overhead 8 Yards. Et $50.94 7A 1T 8P
Over
King Power Equipment Operators Loader, Overhead, 6 Yards. But $50.39 7A 1 T 8P
Not Including 8 Yards
lKing Power Equipment Operators Loaders, Overhead Under 6 $49.90 7A 1T 8P
Yards
1King Power Equipment Operators Loaders, Plant Feed $49.90 7A 1T 8P
King Power Equipment Operators Loaders: Elevating Type Belt $49.48 7A 1 T 8P
King Power Equipment Operators Locomotives, All $49.90 7A 1 T 8P
zKing Power Equipment Operators Material Transfer Device $49.90 7A 1T 8P
:King Power Equipment Operators Mechanics, All (leadmen - $50.94 7A 1T 8P
$0.50 Per Hour Over Mechanic)
King Power Equipment Operators Mixers:Asphalt Plant $49.90 7A 1T 8P
King Power Equipment Operators Motor Patrol Grader - Non- $49.48 7A 1T 8P
finishing
f King Power Equipment Operators Motor Patrol Graders, Finishing $50.39 7A 1T 8P
King Power Equipment Operators Mucking Machine, Mole, Tunnel $50.39 7A 1T 8P
{ Drill, Boring, Road Header
And/or Shield
King Power Equipment Operators Oil Distributors, Blower $47.12 7A 1T 8P
Distribution Et Mulch Seeding a
I Operator i
King Power Equipment Operators Outside Hoists (elevators And $49.48 7A 1T 8P
Manlifts Air T r
), ugge s,strato l
IKing Power Equipment Operators Overhead, Bridge Type: 45 $50.39 7A 1T 8P
Tons Through 99 Tons
King Power Equipment Operators Pavement Breaker $47.12 7A 1T 8P
King Power Equipment Operators Pile Driver (other Than Crane $49.90 7A 1 T 8P
s
Mount) i
lKing Power Equipment Operators Plant Oiler - Asphalt, Crusher $49.48 7A 1T 8P
King Power Equipment Operators Posthole Digger, Mechanical $47.12 7A 1 T 8P
King Power Equipment Operators Power Plant $47.12 7A 1—T 8P
King Power Power Equipment Operators Pumps - Water $47.12 7A 1T 8P
King Power Equipment Operators Quick Tower - No Cab, Under $47.12 7A 1 T 8P
100 Feet In Height Based To
Boom
King Power Equipment Operators Remote Control Operator On $50.39 7A 1T 8P F
H Rubber Tired Earth Moving
Equipment
F King Power Equipment Operators Rigger And Bellman $47.12 7A 'IT 8P
aKing Power Equipment Operators Rollagon $50.39. 7A 1T 8P g
s King Power Equipment Operators Roller, Other Than Plant Mix $47.12 7A 1 T 8P
King Power Equipment Operators Roller, Plant Mix Or Multi-lift $49.48 7A 1 T 8P
Materials
https:H fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page.10 of 17
gKing Power Equipment Operators Roto-mill, Roto-grinder $49.90 7A IT 8P
King Power Equipment Operators Saws - Concrete $49.48 7A 1 T 8P
I King Power Equipment Operators Scraper, Self Propelled Under $49.90 7A 1T 8P
45 Yards 3
King Power Equipment Operators Scrapers - Concrete Et Carry All $49.48 7A IT 8P
King Power Equipment Operators Scrapers, Self-propelled: 45 $50.39 7A IT 8P
£ Yards And Over
King Power Equipment Operators Service Engineers - Equipment $49.48 7A IT 8P
IKing Power Equipment Operators Shotcrete/gunite Equipment $47.12 7A IT 8P
1King Power Equipment Operators Shovel , Excavator, Backhoe, $49.48 7A IT 8P
Tractors Under 15 Metric Tons.
King Power Equipment Operators Shovel, Excavator, Backhoe: $50.39 7A IT 8P
Over 30 Metric Tons To 50
Metric Tons l
King Power Equipment Operators Shovel, Excavator, Backhoes, $49.90 7A IT 8P
Tractors: 15 To 30 Metric Tons y
King Power Equipment Operators Shovel, Excavator, Backhoes: $50.94 7A IT 8P
Over 50 Metric Tons To 90
Metric Tons
;King Power Equipment Operators Shovel, Excavator, Backhoes: $51.51 7A IT 8P
Over 90 Metric Tons
fi
King Power Equipment Operators Slipform Pavers $50.39 7A IT 8P
King Power Equipment Operators Spreader, Topsider Et $50.39 7A IT 8P
Screedman
King Power Equipment Operators Subgrader Trimmer $49.90 7A IT 8P
King Power Equipment Operators Tower Bucket Elevators $4.9.48 7A IT 8P �
'King Power Equipment Operators Tower Crane Over 175'in $51.51 7A IT 8P
Height, Base To Boom ;
lKing Power Equipment Operators Tower Crane Up To 175' In $50.94 7A IT 8P
Height Base To Boom
'King Power Equipment Operators Transporters, All Track Or $50.39 7A IT 8P
Truck Type
sKing Power Equipment Operators Trenching Machines $49.48 7A IT 8P
=King Power Equipment Operators Truck Crane Oiler/driver - 100 $49.90 7A IT 8P a
8 Tons And Over
FKing Power Equipment Operators Truck Crane Oiler/driver Under $49.48 7A IT 8F71
100 Tons
King Power Equipment Operators Truck Mount Portable Conveyor $49.90 7A IT 8P
King Power Equipment Operators Welder $50.39 7A IT 8P
King Power Equipment Operators Wheel Tractors, Farman Type $47.12 7A IT 8P
King Power Equipment Operators Yo Yo Pay Dozer $49.90 7A IT 8P
King Power Equipment Operators- Asphalt Plant Operators $50.39 7A IT 8P
Underground Sewer Et Water
King Power Equipment Operators- Assistant Engineer $47.12 7A IT 8P
Underground Sewer Et Water
King Power Equipment Operators- Barrier Machine (zipper) $49.90 7A IT 8P
Underground Sewer Et Water
King Power Equipment Operators- Batch Plant Operator, $49.90 7A IT 8P
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 11 of 17
Underground Sewer Et Water Concrete
iKing Power Equipment Operators- Bobcat $47.12 7A 1T 8P_'
x Underground Sewer Et Water s
°King Power Equipment Operators- Brokk - Remote Demolition $47.12 7A 1T 8P
Underground Sewer Et Water Equipment
King Power Equipment Operators- Brooms $47.12 7A 1 T 8P
Underground Sewer Et Water
King Power Equipment Operators- Bump Cutter $49.90 7A 1T 8P
Underground Sewer Et Water
;King Power Equipment Operators- Cableways $50.39 7A 1T 8P
Underground Sewer Et Water -
King Power Equipment Operators- Chipper $49.90 7A 1T 8P
Underground Sewer Et Water
King Power Equipment Operators- Compressor $47.12 7A 1 T 8P R
t Underground Sewer Et Water
King Power Equipment Operators- Concrete Pump: Truck Mount $50.39 7A 1T 8P t
Underground Sewer Et Water With Boom Attachment Over 42
M
'King Power Equipment Operators- Concrete Finish Machine -laser $47.12 7A 1T 8P
Underground Sewer E: Water Screed
=King Power Equipment Operators Concrete Pump Mounted Or $49.48 7A 1T 8P
Underground Sewer Et Water Trailer High Pressure Line .
Pump, Pump High Pressure.
King Power Power Equipment Operators- Concrete Pump: Truck Mount $49.90 7A 1T 8P
Underground Sewer Et Water With Boom Attachment Up To
42m
King Power Equipment Operators- Conveyors $49.48 7A 1T 8P y
Underground Sewer Et Water
°King Power Equipment Operators- Cranes: 20 Tons Through 44 $49.90 7A 1T 8P '
x Underground Sewer Et Water Tons With Attachments
Overhead, Bridge Type Crane:
20 Tons Through 44 Tons
King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $51.51 7A 1T 8P
Underground Sewer Et Water Or 250' Of Boom (including Jib i
With Attachments) r
King Power Equipment Operators- Cranes: 45 Tons Through 99 $50.39 7A 1T 8P
fi Underground Sewer Et Water Tons, Under 150' Of Boom
(including Jib With
Attachments)
King Power Equipment Operators- Cranes: A-frame - 10 Tons And $47.12 7A 1T 8P
Underground Sewer Et Water Under
°King Power Equipment Operators- Cranes: Friction 100 Tons $51.51 7A 1T 8P
Underground Sewer Et Water Through 199 Tons
zKing Power Equipment Operators- Cranes: Friction Over 200 Tons $52.07 7A 1T 8P
z
€ Underground Sewer Et Water g
King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $52.07 7A 1T 8P
Underground Sewer Et Water Of Boom (including Jib With
Attachments)
4 King Power Equipment Operators- Cranes: Through 19 Tons With $49.48 7A 1 T 8P s
s Underground Sewer Et Water Attachments A-frame Over 10
Tons
4
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 12 of 17
King Power Equipment Operators- Crusher. $49.90 7A 1T 8P
I Underground Sewer Et Water ?
'King Power Equipment Operators- Deck Engineer/deck Winches $49.90 7A IT 8P
Underground Sewer Et Water (power)
„King Power Equipment Operators- Derricks, On Building Work $50.39 7A IT 8P
} Underground Sewer Et Water
€King Power Equipment Operators- Dozer Quad 9, HD 41, D10 and $50.39 7A IT 8P
Underground Sewer Et Water Over
King Power Equipment Operators- Dozers D-9 Et Under $49.48 7A IT 8P
Underground Sewer Et Water
lKing Power Equipment Operators- Drill Oilers: Auger Type, Truck $49.48 7A IT 8P s
a Underground Sewer Et Water Or Crane Mount
'King Power Equipment Operators- Drilling Machine $49.90 7A IT 8P l
Underground Sewer Et Water
King Power Equipment Operators- Elevator And Man-lift: $47.12 7A IT 8P
a Underground Sewer Et Water Permanent And Shaft Type
King Power Equipment Operators- Finishing Machine, Bidwell And $49.90 7A IT 8P
Underground Sewer Et Water Gamaco Et Similar Equipment
King Power Equipment Operators- Forklift: 3000 Lbs And Over $49.48 7A IT 8P
f Underground Sewer Et Water With Attachments
King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $47.12 7A IT 8P
Underground Sewer Et Water Attachments
;King Underground Sewer Et Water Prints, Using Blue $49.90 7A 1 T 8P
s, Cut Sheets, Etc i
King Power Equipment Operators- Gradechecker/stakeman $47.12 7A IT 8P
R Underground Sewer Et Water s
iKing Power Equipment Operators- Guardrail Punch/Auger $49.90 7A IT 8P
Underground Sewer Et Water
i
'King Power Equipment Operators- Hard Tail End Dump $50.39 7A IT 8P
Underground Sewer Et Water Articulating Off- Road
Equipment 45 Yards. Et Over
=King Power Equipment Operators- Hard Tail End Dump $49.90 7A IT 8P
Underground Sewer Et Water Articulating Off-road
Equipment Under 45 Yards
(King . Power Equipment Operators- Horizontal/directional Drill $49.48 7A IT 8P
Underground Sewer Et Water Locator
King Power Equipment Operators- Horizontal/directional Drill $49.90 7A IT 8P
Underground Sewer Et Water Operator
'King Power Equipment Operators- Hydralifts/boom Trucks Over $49.48 7A IT 8P
I Underground Sewer Et-Water 10 Tons
gKing Power Equipment Operators- Hydralifts/boom Trucks, 10 $47.12 7A IT 8P
Underground Sewer Et Water Tons And Under
sKing Power Equipment Operators- Loader, Overhead 8 Yards. Et $50.94 7A IT 8P
Underground Sewer Et Water Over
King Power Equipment Operators- Loader, Overhead, 6 Yards. But $50.39 7A IT 8P
Underground Sewer Et Water Not Including 8 Yards
King Power Equipment Operators- Loaders, Overhead Under 6 $49.90 7A IT 8P
Underground Sewer Et Water Yards
King Power Equipment Operators- Loaders, Plant Feed $49.90 7A IT 8P
Underground Sewer-Et Water
fi z
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 13 of 17
King Power Equipment Operators- Loaders: Elevating Type Belt $49.48 7A 1T 8P I
Underground Sewer Et Water
¢King Power Equipment Operators- Locomotives, All .$49.90 7A 1T 8P
a
Underground Sewer Et Water
;King Power Equipment Operators- Material Transfer Device $49.90 7A 1T 8P
Underground Sewer Et Water N
1King Power Equipment Operators- Mechanics, All (leadmen - $50.94 7A 1T 8P
Underground Sewer Et Water $0.50 Per Hour Over Mechanic)
King Power Equipment Operators- Mixers: Asphalt Plant $49.90 7A 1T 8P
Underground Sewer Et Water
'King Power Equipment Operators- Motor Patrol Grader - Non- $49.48 7A 1T 8P
Underground Sewer Et Water finishing
"King Power Equipment Operators- Motor Patrol Graders, Finishing $50.39 7A 1T 8P
Underground Sewer Et Water i
King Power Equipment Operators- Mucking Machine, Mole, Tunnel $50.39 7A 1 T 8P
Underground Sewer Et Water Drill, Boring, Road Header
And/or Shield
King Power Equipment Operators- Oil Distributors, Blower $47.12 7A 1T 8P
Underground Sewer Et Water Distribution Et Mulch Seeding
Operator
King Power Equipment Operators- Outside Hoists (elevators And $49.48 7A 1T 8P
s Underground Sewer Et Water Manlifts), Air Tuggers,strato
`King Power Equipment Operators- Overhead, Bridge Type: 45 $50.39 7A 1T 8P
Underground Sewer Et Water Tons Through 99 Tons s
,King Power Equipment Operators Pavement Breaker $47.12 7A 1T 8P
Underground Sewer Et Water
kKing Power Equipment Operators- Pile Driver (other Than Crane $49.90 7A 1T 8P
Underground Sewer Et Water Mount)
King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $49.48 7A 1 T 8P
Underground Sewer Et Water
;King Power Equipment Operators- Posthole Digger, Mechanical $47.12 7A 1T 8P
Underground Sewer Et Water
;King Power Equipment Operators- Power Plant $47.12 7A 1T 8P
Underground Sewer Et Water
lKing , Power Equipment Operators- Pumps - Water $47.12 7A 1T 8P
Underground Sewer Et Water
!King Power Equipment Operators- Quick Tower - No Cab, Under $47.12 7A 1T 813 +
Underground Sewer Et Water 100 Feet In Height Based To
Boom
King Power Equipment Operators Remote Control Operator On $50.39 7A 1T 8P
Underground Sewer Et Water Rubber Tired Earth Moving
Equipment
King Power Equipment Operators- Rigger And Bellman $47.12 7A 1 T 8P
Underground Sewer Et Water
,King Power Equipment Operators- Rollagon $50.39 7A 1T 8P
Underground Sewer Et Water
King Power Equipment Operators- Roller, Other Than Plant Mix $47.12 7A 1T 8P
Underground Sewer Et Water p
$King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $49.48 7A 1T 8P
Underground Sewer Et Water Materials
https://fortress'.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 14 of 17
lKing Power Equipment Operators- Roto-mill, Roto-grinder $49.90 7A IT 8P
Underground Sewer Et Water
King Power Equipment Operators- Saws - Concrete $49.48 7A IT 8P
Underground Sewer Et Water P
'King Power Equipment Operators- Scraper, Self Propelled Under $49.90 7A IT 8P
IUnderground Sewer Et Water 45 Yards
King Power Equipment Operators Scrapers Concrete & Carry All $49.48 7A IT 8P 4
Underground Sewer Et Water
King Power Equipment Operators- Scrapers, Self-propelled: 45 $50.39 7A IT 8P
Underground Sewer & Water Yards And Over
King Power Equipment Operators- Service Engineers - Equipment $49.48 7A IT 8P
Underground Sewer & Water
King Power Equipment Operators- Shotcrete/gunite Equipment $47.12 7A IT 8P .
Underground Sewer & Water
lKing Power Equipment Operators- Shovel , Excavator, Backhoe, $49.48 7A IT 8P g
Underground Sewer & Water Tractors Under 15 Metric Tons. r
!King Power Equipment Operators- Shovel, Excavator, Backhoe: $50.39 7A IT 8P
Underground Sewer Et Water Over 30 Metric Tons To 50
Metric Tons
King Power Equipment Operators- Shovel, Excavator, Backhoes, $49.90 7A IT 8P
Underground Sewer Et Water Tractors: 15 To 30 Metric Tons
.,(King Power Equipment Operators- Shovel, Excavator, Backhoes: $50.94 7A IT 8P
Underground Sewer & Water Over 50 Metric Tons To 90
' Metric Tons
King Power Equipment Operators- Shovel, Excavator, Backhoes: $51.51 7A IT 8P
Underground Sewer & Water Over 90 Metric Tons 2
lKing Power Equipment Operators- Slipform Pavers $50.39 7A IT 8P
Underground Sewer & Water
King Power Equipment Operators- Spreader, Topsider & $50.39 7A IT 8P
Underground Sewer & Water Screedman
King Power Equipment Operators- Subgrader Trimmer $49.90 7A IT 8P
r Underground Sewer & Water
King Power Equipment Operators- . Tower Bucket Elevators $49.48 7A IT 8P '
Underground Sewer & Water
King Power Equipment Operators- Tower Crane Over 175'in $51.51 7A IT 8P
Underground Sewer & Water Height, Base To Boom
King Power Equipment Operators- Tower Crane Up To 175' In $50.94 7A IT 8P
Underground Sewer & Water Height Base To Boom
{King Power Equipment Operators- Transporters, All Track Or $50.39 7A IT 8P t
Underground Sewer & Water Truck Type
lKing Power Equipment Operators- Trenching Machines $49.48 7A IT 8P
Underground Sewer & Water
King Power Equipment Operators- Truck Crane Oiler/driver - 100 $49.90 7A IT 8P
Underground Sewer & Water Tons And Over
;King Power Equipment Operators- Truck Crane Oiler/driver Under $49.48 7A IT 8P s
Underground Sewer & Water 100 Tons r
King Power Equipment Operators- Truck Mount Portable Conveyor $49.90 7A IT 8P
Underground Sewer Et Water '
King Power Equipment Operators- Welder $50.39 7A IT 8P
Underground Sewer & Water
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 15 of 17
King Power Equipment Operators- Wheel Tractors, Farmall Type $47.12 7A 1 T 8P
Underground Sewer & Water
King Power Equipment Operators- Yo Yo Pay Dozer $49.90 7A 1T 8P
F Underground Sewer Et Water
King Power Line Clearance Tree Journey Level In Charge $42.91 5A 4A
Trimmers
King Power Line Clearance Tree Spray Person $40.73 5A 4A
h Trimmers
King Power Line Clearance Tree Tree Equipment Operator $41.29 5A 4A
Trimmers
King Power Line Clearance Tree Tree Trimmer $38.38 5A 4A
Trimmers
'King Power Line Clearance Tree Tree Trimmer Groundperson $28.95 5A 4A
Trimmers
'King Refrigeration $ Air Journey Level $69.96 6Z 1G
Conditioning Mechanics
t King Residential Brick Mason Journey Level $48.27 5A 1 M
King Residential Carpenters Journey Level $28.20 1
King Residential Cement Masons Journey Level $22.64 1
King Residential Drywall Applicators Journey Level $38.08 5D 1 M
'King Residential Drywall Tapers Journey Level $48.79 5P 1 E
AKing Residential Electricians JOURNEY LEVEL $30.44 1
King Residential Glaziers Journey Level $34.60 7L 1 H
"King Residential Insulation Journey Level $26.28 1
Applicators
,King Residential Laborers Journey Level $23.03 1
x King Residential Marble Setters Journey Level $24.09 1
,King Residential Painters Journey Level $24.46 1
gKing Residential Plumbers £t Journey Level $34.69 1
r Pipefitters
'King Residential Refrigeration Et Air Journey Level $69.96 6Z 1G
Conditioning Mechanics
'King Residential Sheet Metal Journey Level (Field or Shop) $40.04 7F 1R
r Workers
'King Residential Soft Floor Layers Journey Level $41.95 5A 2Z
JKing Residential Sprinkler Fitters Journey Level $41.31 5C 211
(Fire Protection)
King Residential Stone Masons Journey Level $48.27 5A 1M
3 King Residential Terrazzo Workers Journey Level $43.93 5A 1 M
King Residential Terrazzo/Tile Journey Level $21.46 1
Finishers
King Residential Tile Setters Journey Level $25.17 1
King Roofers Journey Level $43.65 5A 1 R '
King Roofers Using Irritable Bituminous $46.65 5A 1 R
Materials
King Sheet Metal Workers Journey Level (Field or Shop) $67.82 7F 1 E
;King Shipbuilding Et Ship Repair Boilermaker $35.83 7M 1H
;King Shipbuilding & Ship Repair Carpenter $36.62 70 3B
https:H fortress.wa.gov/lni/w.agelookup/prvWagelookup.aspx 05/01/2012
Page 16 of 17
'King Shipbuilding Et Ship Repair Electrician $36.231 70 3B
King Shipbuilding £t Ship Repair Heat Et Frost Insulator $55.68 5J 1S
lKing Shipbuilding £r Ship Repair Laborer $34.82 70 3B
;King Shipbuilding Et Ship Repair Machinist $36.19 70 3B
!King Shipbuilding &.Ship Repair Operator $38.58 70 313
King Shipbuilding Et Ship Repair Painter $36.21 70 313 d
King Shipbuilding Et Ship Repair Pipefitter $36.16 70 313
lKing Shipbuilding Et Ship Repair Rigger $36.16 70 3B
kKing Shipbuilding Et Ship Repair Sandblaster $35.17 70 3B j
King Shipbuilding Et Ship Repair Sheet Metal $36.14 70 3B G
;King Shipbuilding Et Ship Repair Shipfitter $36.16 70 3B.
King Shipbuilding Et.Ship Repair Trucker $36.00 70 3B
King Shipbuilding Et Ship Repair Warehouse $36.06 70 313
King Shipbuilding Et Ship Repair Welder/Burner $36.16 70 313
'King Sign Makers Et Installers Sign Installer $22.92 1 '
)Electrical)
'King Sign Makers Et Installers Sign Maker $21.36 1
lflectricall
King Sign Makers Et Installers (Non- Sign Installer $27.28 1
Electrical) I
King Sign Makers Et Installers (Non- Sign Maker $33.25 1 i
x Electrical)
King Soft Floor Lavers Journey Level $41.95 5A 2Z
King Solar Controls For Windows Journey Level $12.44 1
-King Sprinkler Fitters (Fire Journey Level $68.79 5C 1X
Protection)
'King Stage Rigging Mechanics (Non Journey Level $13.23 1 c
Structural)
r;
King Stone Masons Journey Level $48.27 5A 1M
€King Street And Parking Lot Journey Level $19.09 1
Sweeper Workers
sKing Surveyors Assistant Construction Site $49.48 7A 1T 8P
Surveyor
[King Surveyors Chainman $48.96 7A 1T 8P
King Surveyors Construction Site Surveyor $50.39 7A 1T 8P
King Telecommunication Journey Level $22.76 1
Technicians
King Telephone Line Construction - Cable Splicer $34.20 5A 2B 1
Outside
`King Telephone Line Construction - Hole Digger/Ground Person $18.72 5A 2B
Outside
King Telephone Line Construction - Installer (Repairer) $32.78 5A 2B
Outside
King Telephone Line Construction - Special Aparatus Installer 1 $34.20 5A 213
Outside
King Telephone Line Construction - Special Apparatus Installer II $33.51 5A 2B
a.
Outside
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
Page 17 of 17
King Telephone Line Construction Telephone Equipment Operator $34.21 5A 2B
Outside (Heavy)
King Telephone Line Construction - Telephone Equipment Operator $31.81 5A 2B .
Outside (Light)
King Telephone Line Construction - Telephone Lineperson $31.81 5A 2B s
Outside
'!King Telephone Line Construction - Television Groundperson $18.16 5A 2B
Outside
;King Telephone Line Construction - Television Lineperson/Installer $24.09 5A 2B
Outside I
King Telephone Line Construction - Television System Technician $28.72 5A 2B
i Outside
;King Telephone Line Construction - Television Technician $25.81 5A 2B
)
Outside
King Telephone Line Construction - Tree Trimmer $31.82 5A 2B
Outside
King Terrazzo Workers Journey Level $43.93 5A 1M
King Tile Setters Journey Level $21.65 1 u
iKing Tile, Marble Et Terrazzo Finisher $37.76 5A 1B
Finishers
King Traffic Control Stripers Journey Level $40.73 7A 1 K
King Truck Drivers Asphalt Mix Over 16 Yards (W. $46.97 5D 3A 8L
WA-Joint Council 28)
King Truck Drivers Asphalt Mix To 16 Yards (W. $46.13 5D 3A 8L
WA-Joint Council 28) k
King Truck Drivers Dump Truck It Trailer $46.97 5D 3A 8L
King Truck Drivers Dump Truck (W. WA-Joint $46.13 5D 3A 8L g
Council 28)
iKing Truck Drivers Other Trucks (W. WA-Joint $46.97 5D 3A 8L
Council 28)
King Truck Drivers Transit Mixer $23.45 1
=:King Well Drillers ft Irrigation Pump Irrigation Pump Installer $17.71 1
Installers i
s
iKing Well Drillers £t Irrigation Pump Oiler $12.97 1
Installers
iKing Well Drillers Et Irrigation Pump Well Driller $18.00 1
»,. ».Installers
https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 05/01/2012
SPECIAL PROVISIONS
i
i
i i
SPECIALPROVISIONS.....................................................................................................................11
1-01 DEFINITIONS AND TERMS.....................................................................................................11
1-01.1 General...................:...........................................................................................................11
1-01.3 Definitions.........................................................................................................................11
1-02 BID PROCEDURES AND CONDITIONS...................................................................................13
1-02.1 Prequalification of Bidders...............................................................................................13
1-02.2 Plans and Specifications...................................................................................................13
1-02.5 Proposal Forms.................................................................................................................13
1-02.6 Preparation of Proposal....................................................................................................14
1-02.6(1) Proprietary Information...............................................................................................14
1-02.7 Bid Deposit........................................................................................................................14
1-02.9 Delivery of Proposal..........................................................................................................15
1-02.12 Public Opening of Proposals...........................................................................................15
1-02.13 Irregular Proposals..........................................................................................................15
1-02.14 Disqualification of Bidders..............................................................................................15
1-02.15 Pre Award Information...................................................................................................16
1-03 AWARD AND EXECUTION OF CONTRACT............................................................................16
1-03.1 Consideration of Bids........................................................................................................16
1-03.2 Award of Contract.............................................................................................................16
1-03.3 Execution of Contract........................................................................................................16
1-03.4 Contract Bond...................................................................................................................17
1-03.7 Judicial Review..................................................................................................................17
1-04 SCOPE OF WORK..................................................................................:...............................17
1-04.2 Coordination of Contract Documents...............................................................................17
1-04.3 Contractor-Discovered Discrepancies...............................................................................18
1-04.4 Changes.............................................................................................................................18
1-04.8 Progress Estimates and Payments....................................................................................18
1-04.11 Final Cleanup...................................................................................................................18
1-05 CONTROL OF WORK.............................................................................................................18
1-05.4 Conformity With and Deviation from Plans and Stakes..................................................18
1-05.4(3) Contractor Supplied Surveying....................................................................................19
1-05.4(4) Contractor Provided As-Built Information...................................................................20
1-05.7 Removal of Defective and Unauthorized Work...............................................................20
1-05.10 Guarantees......................................................................................................................21
1
1-05.11 Final Inspection...............................................................................................................21
1-05.11(1) Substantial Completion Date.....................................................................................21
1-05.11(2) Final Inspection and Physical Completion Date........................................................22
1-05.11(3) Operational Testing....................................................................................................22
1-05.12 Final Acceptance.............................................................................................................23
1-05.13 Superintendents, Labor and Equipment of Contractor.................................................23
1-05.14 Cooperation with Other Contractors..............................................................................23
1-05.16 Water and Power............................................................................................................23
1-05.17 Oral Agreements.............................................................................................................23
1-05.18 Contractor's Daily Diary..................................................................................................24
1-06 CONTROL OF MATERIAL.......................................................................................................24
1-06.1 Approval of Materials Prior to Use...................................................................................24
1-06.2(1) Samples and Tests for Acceptance...............................................................................25
1-06.2(2) Statistical Evaluation of Materials for Acceptance......................................................25
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC.................................................25
1-07.1 Laws to be Observed.........................................................................................................25
1-07.2 State Sales Tax...................................................................................................................26
1-07.2(1) General..........................................................................................................................26
1-07.2(2) State Sales Tax-Rule 171............................................................................................26
1-07.2(3) State Sales Tax-Rule 170............................................................................................26
1-07.2(4) Services.........................................................................................................................27
1-07.6 Permits and Licenses.........................................................................................................27
1-07.9 Wages................................................................................................................................27
1-07.9(5) Required Documents.....................................................:..............................................27
1-07.11 Requirements for Non-Discrimination...........................................................................27
1-07.11(11) City of Renton Affidavit of Compliance...................................................................27
1-07.12 Federal Agency Inspection..............................................................................................27
1-07.13 Contractor's Responsibility for Work.............................................................................28
1-07.13(1) General........................................................................................................................28
1-07.15 Temporary Water Pollution/Erosion Control.................................................................28
1-07.16 Protection and Restoration of Property.........................................................................28
1-07.16(1) Private/Public Property..............................................................................................28
1-07.17 Utilities and Similar Facilities.........................................................................................29
1-07.17(1) Interruption of Services..............................................................................................30
1-07.18 Public Liability and Property Damage Insurance...........................................................30
2
1-07.18(1) General........................................................................................................................30
1-07.18(2) Coverages.:..................................................................................................................31
1-07.18(3) Limits.....................................................................:.....................................................32
1-07.18(4) Evidence of Insurance.................................................................................................33
1-07.22 Use of Explosives.............................................................................................................33
1-07.23 Public Convenience and Safety.......................................................................................34
1-07.23(1) Construction under Traffic.........................................................................................34
1-07.23(2) Construction and Maintenance of Detours...............................................................35
1-07.24 Rights-of-Way..................................................................................:...............................35
1-07.28 Confined Space Entry..........................................................................................:...........36
1-08 PROSECUTION AND PROGRESS...........................................................................................36
1-08.0 Preliminary Matters..........................................................................................................36
1-08.0(1) Preconstruction Conference.........................................................................................37
1-08.0(2) Hours of Work...............................................................................................................37
1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees....................38
1-08.1 Subcontracting..................................................................................................................38
1-08.2 Assignment........................................................................................................................39
1-08.3 Progress Schedule.............................................................................................................39
1-08.4 Notice to Proceed and Prosecution of the Work.............................................................40
1-08.5 Time For Completion........................................................................................................40
1-08.6 Suspension of Work..........................................................................................................41
1-08.7 Maintenance during Suspension......................................................................................41
1-08.9 Liquidated Damages..........................................................................................................42
1-08.11 Contractor's Plant and Equipment.................................................................................42
1-08.12 Attention to Work...........................................................................................................42
1-09 MEASUREMENT AND PAYMENT..........................................................................................42
1-09.1 Measurement of Quantities.............................................................................................42
1-09.3 Scope of Payment.............................................................................................................43
1-09.6 Force Account....................................................................................................................44
1-09.7 Mobilization......................................................................................................................44
1-09.9 Payments...........................................................................................................................44
1-09.9(1) Retainage......................................................................................................................45
1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts..................45
1-09.9(3) Final Payment...............................................................................................................46
1-09.11 Disputes and Claims.........................................................................................................47
3
1-09.11(2) Claims.................................................:.......................................................................47
1-09.11(3) Time Limitations and Jurisdiction..............................................................................47
1-09.13 Claims and Resolutions....................................................................................................47
1-09.13(3) Claims$250,000 or Less.............................................................................................47
1-09.13(3)A Administration of Arbitration..................................................................................48
1-09.13(3)B Procedures to Pursue Arbitration............................................................................48
1-09.14 Payment Schedule...........................................................................................................48
1-09.14(1) Scope...........................................................................................................................48
1-09.14(2) Bid Items....................................................................................... .............................49
1-10 TEMPORARY TRAFFIC CONTROL..........................................................................................55
1-10.1 General..............................................................................................................................55
1-10.2(1)B Traffic Control Supervisor..........................................................................................56
1-10.2(2) Traffic Control Plans.....................................................................................................57
1-10.3 Flagging,Signs,and All Other Traffic Control Devices.....................................................57
1-10.3(3) Construction Signs........................................................................................................57
1-10.4 Measurement....................................................................................................................57
1-10.5 Payment............................................................................................................................57
1-11 RENTON SURVEYING STANDARDS.......................................................................................57
1-11.1(1) Responsibility for Surveys............................................................................................57
1-11.1(2) Survey Datum and Precision........................................................................................57
1-11.1(3) Subdivision Information...............................................................................................58
1-11.1(4) Field Notes....................................................................................................................58
1-11.1(5) Corners and Monuments.............................................................................................58
1-11.1(6) Control or Base Line Survey.........................................................................................58
1-11.1(7) Precision Levels............................................................................................................59
1-11.1(8) Radial and Station--Offset Topography......................................................................59
1-11.1(9) Radial Topography........................................................................................................59
1-11.1(10) Station--Offset Topography........................................................................................59
1-11.1(11) As-Built Survey...........................................................................................................59
1-11.1(12) Monument Setting and Referencing..........................................................................60
1-11.12 Materials.........................................................................................................................60
1-11.12(1) Property/Lot Corners.................................................................................................60
1-11.12(2) Monuments................................................................................................................60
1-11.12(3) Monument Case and Cover........................................................................................60
2-01 CLEARING,GRUBBING,AND ROADSIDE CLEANUP.............................................................60
4
2-01.1 Description........................................................................................................................61
2-01.2 Disposal of Usable Material and Debris...........................................................................61
2-01.5 Payment............................................................................................................................61
2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS................................................................61
2-02.3(3) Removal of Pavement,Sidewalks,and Curbs.......................
2-02.4 Measurement....................................................................................................................61
2-02.5 Payment............................................................................................................................61
2-03 ROADWAY EXCAVATION AND EMBANKMENT.....................................................................62
2-03.3 Construction Requirements..............................................................................................62
2-03.4 Measurement...............................................................................................................:....63
2-03.5 Payment............................................................................................................................63
2-04 HAUL.....................................................................................................................................63
2-04.5 Payment............................................................................................................................63
2-06 SUBGRADE PREPARATION ...................................................................................................63
2-06.5 Measurement and Payment............................................................................................63
2-09 STRUCTURE EXCAVATION.....................................................................................................64
2-09.1 Description.........................:..............................................................................................64
2-09.3(1)D Disposal of Excavated Material.................................................................................64
2-09.4 Measurement....................................................................................................................64
2-09.5 Payment............................................................................................................................64
5-04 ASPHALT CONCRETE PAVEMENT..........................................................................................65
5-04.2 Materials...........................................................................................................................65
5-04.3 Construction Requirements..............................................................................................65
5-04.3(5) Conditioning the Existing Surface................................................................................66
5-04.3(5)A Preparation of Existing Surface.................................................................................66
5-04.3(7)A Mix Design............................:.....................................................................................66
5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture...................................................67
5-04.3(10)B Control......................................................................................................................67
5-04.5 Payment............................................................................................................................67
5-04.5(1)A Price Adjustments for Quality of HMA Mixture........................................................67
5-04.5(1)B Price Adjustments for Quality of HMA Compaction.................................................68
5-06 TEMPORARY RESTORATION IN PAVEMENT AREA...............................................................68
5-06.1 Description........................................................................................................................68
5-06.2 Materials...........................................................................................................................68
5-06.3 Construction Requirements..............................................................................................69
5
7-05 MANHOLES, INLETS,AND CATCH BASINS............................................................................69
7-05.2 Materials...........................................................................................................................69
7-05.3 Construction Requirements..............................................................................................69
7-05.3(1) Adjusting Manholes and Catch Basins to Grade..........................................................69
7-05.3(2) Abandon Existing Manholes........................................................................................70
7-05.3(2)A Abandon Existing Sanitary Sewer Pipes....................................................................70
7-05.3(3) Connections to Existing Manholes...............................................................................70
7-05.3(5) Manhole Coatings.........................................................................................................71
7-05.4 Measurement....................................................................................................................71
7-05.5 Payment............................................................................................................................71
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS...................................................................71
7-08.3 Construction Requirements..............................................................................................71
7-08.3(1)C Bedding the Pipe........................................................................................................71
7-08.3(1)D Pipe Foundation........................................................................................................72
7-08.3(2)A Survey Line and Grade...............................................................................................72
7-08.3(2)B Pipe Laying-General.................................................................................................72
7-08.3(2)E Rubber Gasketed Joints..............................................................................................73
7-08.3(2)H Sewer Line Connections.............................................................................................73
7-08.3(2)) Placing PVC Pipe..........................................................................................................73
7-08.3(3)A Backfi Ili ng Sanitary Sewer Trenches..........................................................................73
7-08.4 Measurement.............................:......................................................................................74
7-08.5 Payment............................................................................................................................74
7-17 SANITARY SEWERS...............................................................................................................74
7-17.2 Materials...........................................................................................................................74
7-17.3 Construction Requirements..............................................................................................75
7-17.3(1) Protection of Existing Sewerage Facilities...................................................................75
7-17.3(2)H Television Inspection .................................................................................................75
7-17.4 Measurement....................................................................................................................75
7-17.5 Payment........................................................................:...................................................75
7-21 GENERAL SPECIFICATIONS FOR CURED IN PLACE PIPE (CIPP).............................................76
7-21.1 Description........................................................................................................................76
7-21.1(1) Related Work Specified Elsewhere..............................................................................76
7-21.1(2) Licensing.......................................................................................................................76
7-21.1(3) Contractor and Manufacturer Qualifications..............................................................76
7-21.1(4) Contractor Submittals..................................................................................................76
6
7-21.1(5) Quality Assurance................................................................................................:........78
7-21.1(6) Warranty.......................................................................................................................78
7-21.2 Materials...........................................................................................................................78
7-21.2 Cured in Place Resin Impregnated Material in General...........................................:.......78
7-21.2(2) Resin....................................................................................................................:.........80
7-21.2(3) Physical Properties.......................................................................................................80
7-21.3 Construction Requirements..............................................................................................80
7-21.3(1) Preparation...................................................................................................................80
. 7-21.3(1)A Flow Management.....................................................................................................80
7-21.3(1)B Cleaning......................................................................................................................81
7-21.3(1)C Point Repairs...............................................................................................................81
7-21.3(1)D Manholes....................................................................................................................82
7-21.3(2) Liner Installation...........................................................................................................82
7-21.3(2)A Inversion Method.......................................................................................................82
7-21.3(2)B Pull/Winch Method...................................................................................................82
7-21.3(2)C Finished Pipe Liner.....................................................................................................82
7-21.3(3) Service Connection Restoration...................................................................................83
7-21.3(4) Testing...........................................................................:...............................................83
7-21.3(4)A Material Testing.........................................................................................................83
7-21.3(4)B Field Testing................................................................................................................83
7-21.3(4)C Post Installation CCTV Inspection..............................................................................83
7-21.4 Measurement....................................................................................................................83
7-21.5 Payment............................................................................................................................83
7-22 RESIN IMPREGNATED FABRIC CIPP......................................................................................84
7-22.1 Description........................................................................................................................84
7-22.1(1) Related Work Specified Elsewhere..............................................................................84
7-22.2 Materials...........................................................................................................................84
7-22.2(1) Cured in Place Pipe Liner..............................................................................................84
7-22.2(2) Resin..............................................................................................................................84
7-22.2(3). Physical Properties.......................................................................................................84
7-22.3 Construction Requirements..............................................................................................84
7-22.3(1) Preparation...................................................................................................................84
7-22.3(1)A Cleaning......................................................................................................................84
7-22.3(2) Installation....................................................................................................................84
7-22.3(2)A Resin Impregnation....................................................................................................84
7-22.3(2)B Water,Air or Steam Curing........................................................................................85
7-22.3(2)C Cool Down..................................................................................................................85
7-23 RESIN IMPREGNATED FIBERGLASS CIPP................................:.............................................85
7-23.1 Description........................................................................................................................85
7-23.1(1) Related Work Specified Elsewhere..............................................................................86
7-23.1(2). Reference Specifications,Codes,and Standards.........................................................86
7-23.1(3) CIPP Liner Samples.......................................................................................................86
7-23.1(4) CIPP Liner Handling......................................................................................................87
7-23.2 Materials...........................................................................................................................87
7-23.2(1) General Specifications..................................................................................................87
7-23.2(2) Chemical Resistance.....................................................................................................87
7-23.3(3) Component Properties.................................................................................................87
7-23.3(4) Finished and Cured CIPP Liner Properties...................................................................87
7-23.2(5) Dimensions...................................................................................................................87
7-23.3 Construction Requirements..............................................................................................88
7-23.3(1) Installation Procedures................................................................................................88
7-23.3(1)A Installation Process....................................................................................................88
7-23.3(1)B Curing.............................:............................................................................................88
7-23.3(2) Finished Product...........................................................................................................88
7-24 RESIN IMPREGNATED CIPP FOR SEWER MAIN TO LATERAL REHABILITATION...................88
7-24.1 Description........................................................................................................................88
7-24.1(1) Related Work Specified Elsewhere..............................................................................89
7-24.1(2) Licensing.......................................................................................................................89
7-24.1(3) Contractor and Manufacturer Qualifications..............................................................89
7-24.1(4) Contractor Submittals..................................................................................................89
7-24.1(5) Quality Assurance.........................................................................................................90
7-24.1(6) Warranty.......................................................................................................................91
7-24.2 Materials...........................................................................................................................91
7-24.2(1) General .........................................................................................................................91
7-24.2(2) Liner Assembly.............................................................................................................91
7-24.2(3) Bladder Assembly.........................................................................................................91
7-24.2(4) Mainline Connection....................................................................................................91
7-24.2(5) Resin System.................................................................................................................92
7-24.2(6) Manufacturer................................................................................................................92
7-24.3 Construction Requirements..............................................................................................92
8
7-24.3(1) General .........................................................................................................................92
7-24.3(2) Preparation.................:.................................................................................................92
7-24:3(2)A Cleaning............................................:.........................................................................92
7-24.3(2)B Sewer Flow Management and Bypass Pumping.......................................................92
7-24.3(3) Installation....................................................................................................................92
7-24.3(3)A Access Safety.........................:....................................................................................92
7-24.3(3)B Accessing the Lateral..................................................................................................93
7-24.3(3)C Main Line Flows..........................................................................................................93
7-24.3(3)D Inspection of Pipelines...............................................................................................93
7-24.3(3)E Line Obstructions........................................................................................................93
7-24.3(3)F Resin Impregnation ....................................................................................................93
7-24.3(3)G Liner Insertion............................................................................................................93
7-24.3(3)H Bladder.......................................................................................................................93
7-24.3(3)1 Curing...........................................................................................................................93
7-24.3(3)1 Main to Lateral Rehabilitation Processing.................................................................94
7-24.3(4) Field Testing..................................................................................................................94
7-24.3(4)A Sampling.....................................................................................................................94
7-24.3(4)B Pressure......................................................................................................................94
7-24.3(4)C Length.........................................................................................................................94
7-24.3(4)D Conditioning...............................................................................................................94
7-24.3(4)E Short Term Flexural (Bending) Properties..................................................................94
7-24.3(4)F Liner Wall Thickness...................................................................................................94
7-24.4 Measurement....................................................................................................................94
7-24.5 Payment............................................................................................................................94
8-09 RAISED PAVEMENT MARKERS.............................................................................................94
8-09.5 Payment............................................................................................................................94
8-13 MONUMENT CASES.............................................................................................................95
8-13.1 Description........................................................................................................................95
8-13.3 Construction Requirements..............................................................................................95
8-13.4 Measurement......................................................................................:.............................95
8-13.5 Payment............................................................................................................................95
844 CEMENT CONCRETE SIDEWALKS......................................... 95
.................................................
8-14.3(4) Curing............................................................................................................................95
8-14.4 Measurement....................................................................................................................96
8-14.5 Payment............................................................................................................................96
9
8-22 PAVEMENT MARKING..........................................................................................................96
8-22.1 Description........................................................................................................................96
8-22.3(5) Installation Instructions...............................................................................................97
8-22.5 Payment............................................................................................................................97
8-23 TEMPORARY PAVEMENT MARKINGS..................................................................................97
8-23.5 Payment............................................................................................................................97
9-03.8(7) HMA Tolerances and Adjustments................................................................................97
9-08 PAINTS...............................................................................:..................................................98
9-08.8 Manhole Coating System Products..................................................................................98
9-08.8(1) Coating Systems Specification......................................................................................98
9-23 CONCRETE CURING MATERIALS AND ADMIXTURES...........................................................98
9-23.9 Fly Ash (RC) .......................................................................................................................98
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SPECIAL PROVISIONS
1-01 DEFINITIONS AND TERMS
1-01.1 General
Section 1-01.1 is supplemented with:
Whenever reference is made to the State, State of Washington, Commission, Department of
Transportation, Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall
be deemed to mean the City of Renton acting through its City Council, employees, and duly authorized
representatives for all contracts administered by the City of Renton.
All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated
location".
1-01.3 Definitions
Section 1-01.3 is revised and supplemented by the following:
Act of God
"Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A rain,
windstorm, high water or other natural phenomenon of unusual intensity for the specific locality of the
Work, which might reasonably have been anticipated from historical records of the general locality of the
Work, shall not be construed as an act of god.
Consulting Engineer
The Contracting Agency's design consultant, who may or may not administer the construction program
for the Contracting Agency.
Contract Documents
See definition for"Contract".
Contract Price
Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in properly
executed change orders.
Contract Time
The period of time established by the terms and conditions of the Contract within which the Work must
be physically completed.
Dates
Bid Opening Date:The date on which the Contracting Agency publicly opens and reads the bids.
Award Date: The date of the formal decision of the Contracting Agency to accept the lowest
responsible and responsive Bidder for the Work.
Contract Execution Date: The date the Contracting Agency officially binds the agency to the
Contract.
Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract Time
begins.
Substantial Completion Date: The day the Engineer determines the Contracting Agency has full
and unrestricted use and benefit of the facilities, both from the operational and safety
standpoint, and only minor incidental Work, replacement of temporary substitute facilities, or
correction or repair remains for the physical completion of the total contract.
Contract Completion Date: The date by which the Work is contractually required to be physically
completed. The Contract Completion Date will be stated in the Notice to Proceed. Revisions of
this date will be authorized in writing by the Engineer whenever there is an extension to the
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Contract time.
Completion Date: The day all the Work specified in the Contract is completed and all the
obligations of the Contractor under the Contract are fulfilled by the Contractor.
Date of Commencement: The date stated in the Notice to Proceed on which the Contract Time
begins.
Final Acceptance Date: The date the Contracting Agency accepts the Work as complete per the
Contract requirements.
Day
Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean
working days.
Engineer
The City Engineer or duly authorized representative,or an authorized member of a licensed consulting
firm retained by the Owner for the construction engineering of a specific public works project.
Inspector
The Owner's authorized representative assigned to make necessary observations of the Work performed
or being performed, or of materials furnished or being furnished by the Contractor.
Notice of Award: The written notice from the Contracting Agency to the successful bidder signifying the
Contracting Agency's acceptance of the bid.
Notice to Proceed: The written notice from the Contracting Agency or the Engineer to the Contractor
authorizing and directing the Contractor to proceed with Work and establishing the date on which the
Contract time begins.
Or Equal
Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on
recommendation of the Engineer, shall be the sole judge of the quality and suitability of the proposed
substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other
information required to obtain the approval of alternative materials or processes by the Owner shall be
entirely borne by the Contractor.
Owner
The City of Renton or its authorized representative also referred to as Contracting Agency.
Performance and Payment Bond
Same as "Contract Bond" defined in the Standard Specifications.
Plans
The Contract Plans and/or Standard Plans which show location, character, and dimensions of prescribed
Work including layouts, profiles, cross-sections, and other details. Drawings may either be bound in the
same book as the balance of the Contract Documents or bound in separate sets, and are a part of the
Contract Documents, regardless of the method of binding. The terms "Standard Drawings" or "Standard
Details" generally used in Specifications refers to drawings bound either with the specification documents
or included with the Plans or the City of Renton Standard Plans.
Points
Wherever reference is made to the Engineer's points,this shall mean all marks, bench marks, reference
points, stakes, hubs,tack,etc., established by the Engineer for maintaining horizontal and vertical control
of the Work.
Provide
Means"furnish and install" as specified and shown in the Plans.
Secretary,Secretary of Transportation
The chief executive officer of the Department and other authorized representatives. The chief executive
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officer to the Department shall also refer to the Department of Public Works Administrator.
Shop Drawings
Same as "Working Drawings" defined in the Standard Specifications.
.Special Provisions
Modifications to the Standard Specifications and their amendments that apply to an individual project.
The special provisions may describe Work the Specifications do not cover. Such Work shall comply first
with the Special Provisions and then with any Specifications that apply. The Contractor shall include all
costs of doing this Work within the bid prices.
State
The state of Washington acting through its representatives. The State shall also refer to The City of
Renton and its authorized representatives where applicable.
Supplemental Drawings and Instructions
Additional instructions by the Engineer at request of the Contractor by means of drawings or documents
necessary, in the opinion of the Engineer,for the proper execution of the Work. Such drawings and
instructions are consistent with the Contract Documents.
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian
traffic.
Utility
Public or private fixed improvement for the transportation of fluids, gases, power,signals, or
communications and shall be understood to include tracks, overhead and underground wires, cables,
pipelines, conduits, ducts, sewers, or storm drains.
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this Section and replace it with the following:
Bidders shall,be qualified by experience,financing, equipment, and organization to do the Work called for
in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems
necessary to ascertain the ability of the bidder to perform the Work satisfactorily.
1-02.2 Plans and Specifications
Delete this Section and replace it with the following:
Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids
(Advertisement for Bids) for the Work.
After award of the Contract, Plans and Specifications will be issued to the Contractor at no cost as
detailed below:
To Prime Contractor No. of Sets Basis of Distribution
Reduced Plans (11"x 4 Furnished.
17") and contract automatically upon
provisions award
Large Plans (22" x 34") 4 Furnished only upon
request
Additional Plans and Contract Provisions may be purchased by the Contractor by payment of the cost
stated in the Call for Bids.
1-02.5 Proposal Forms
Delete this Section and replace it with the following:
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At the request of the bidder,the Contracting Agency will provide a proposal form for any project on which
the bidder is eligible to bid
The proposal form will identify the project and its location and describe the Work. It will also list
estimated quantities, units of measurement, the items of Work, and the materials to be furnished at the
unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to,
unit bid prices; extensions; summations; the total bid amount; signatures; date; and, where applicable,
retail sales taxes and acknowledgement of addenda; the bidder's name, address, telephone number, and
signature; and a State of Washington Contractor's Registration Number. Bids shall be completed by
typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included
as part of the proposal form.
The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if
such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives
set forth in the proposal forms unless otherwise specified:
Any correction to a bid made by interlineations, alteration, or erasure, shall be initialed by the signer of
the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.
A bid by a corporation shall be executed in the corporate name, by the president or a vice president (Or
other corporate officer accompanied by evidence of authority to sign).
A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the
partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be
satisfied through such an agreement.
A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint
venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE
requirements are to be satisfied through such an agreement.
1-02.6 Preparation of Proposal
The second paragraph is revised as follows:
All prices shall be in legible figures written in ink or typed.The proposal shall include:
1.A unit price for each item (omitting digits more than four places to the right of the decimal point);
where a conflict arises the unit price shall prevail.
1-02.6(1) Proprietary Information
1-02.6(1) is a new Section.
Vendors should, in the bid proposal, identify clearly any material(s), which constitute "(valuable)
formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW
42.17.310, or any.materials otherwise claimed to be exempt, along with a Statement of the basis for
such claim of exemption. The Department (or State) will give notice to the vendor of any request for
disclosure of such information received within 5 (five) years from the date of submission. Failure to
so label such materials or failure to timely respond after notice of request for public disclosure has
been given shall be deemed a waiver by the submitting vendor of any claim that such materials are,
in fact,so exempt.
1-02.7 Bid Deposit
Section 1-02.7 is supplemented with the following:
Bid Bonds shall contain the following:
1. Number assigned to the project by the Contracting Agency;
2. Name of the project;
3. The Contracting Agency named as obligee;
4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents
five percent of the maximum bid amount that could be awarded;
5. Signature of the bidder's officer empowered to sign official statements. The signature of the
person authorized to submit the bid should agree with the signature on the bond, and the title of
14
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the person must accompany said signature;
6. The signature of the surety's officer empowered to sign the bond form included in the Contract
Provision.
1-02.9 Delivery of Proposal
Revise the first paragraph to read:
Each proposal shall be submitted in a sealed envelope, with Proiect Name and Proiect Number as stated
in the Advertisement for Bids, clearly marked on the outside of the envelope. Or as otherwise stated in .
the Bid Documents,to ensure proper handling and delivery.
1-02.12 Public Opening of Proposals
Section 1-02.12 is supplemented with the following:
The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to
bidder will be by addenda.
1-02.13 Irregular Proposals
Revise item I to read:
1. A proposal will be considered irregular and will be rejected if:
a. The bidder is not prequalified when so required;
b. The authorized proposal form furnished by the Contracting Agency is not used or is altered;
c. The complete proposal form contains any unauthorized additions, deletions, alternate bids, or
conditions;
d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the
Contract;
e. A price per unit cannot be determined from the bid proposal;
f. The proposal form is not properly executed;
g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as required in
Section 1-2.6
h. The bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business
Enterprise Certification, if applicable,as required in Section 1-02.6; or
i. The bid proposal does not constitute a definite and unqualified offer to meet the material.terms
of the bid invitation.
1-02.14 Disqualification of Bidders
Revise this section to read:
1. A bidder will be deemed not responsible and the proposal rejected if the bidder does not meet
the responsibility criteria in RCW 39.04.
2. A bidder may be deemed not responsible and the proposal rejected if:
a. More than one proposal is submitted for the same project from a bidder under the same or
different names;
b. Evidence of collusion exists with any other bidder or potential bidder. Participants in
collusion will be restricted from submitting further bids;
c. The bidder, in the opinion of the Contracting Agency, is not qualified for the Work or to the
full extent of the bid, or to the extent that the bid exceeds the authorized prequalification
amount as may have been determined by a prequalification of the bidder,
d. An unsatisfactory performance record exists based on past or current Contracting Agency
Work or for Work done for others, as judged from the standpoint of conduct of the Work;
workmanship; progress; affirmative action; equal employment opportunity practices; or
Disadvantaged Enterprise, Minority Enterprise, or Women's Business Enterprise utilization.
e. There is uncompleted Work (Contracting Agency or otherwise)which might hinder or prevent
the prompt completion of the Work bid upon;
f. The bidder failed to settle bills for labor or materials on past or current contracts;
g. The bidder has failed to complete a written public contract or has been convicted of a crime
arising from a previous public contract;
h. The bidder is unable,financially or otherwise,to perform the Work;
i. A bidder is not authorized to do business in the State of Washington (not registered in
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accordance with RCW 18.27)
J. There are any other reasons deemed proper by the Contracting Agency.
1-02.15 Pre Award Information
Revise this section to read:
Before awarding any contract, the Contracting Agency may require one or more of these items or actions
of:
1. A complete statement of the origin, composition, and manufacture of any or all materials to be
used;
2. Samples of these materials for quality and fitness tests,
3. A progress schedule (in a form the Contracting Agency requires) showing the order of time
required for the various phases of Work;
4. A breakdown of costs assigned to any bid item;
5. Attending at a conference with the Engineer or representatives of the Engineer;
6. Obtain, and furnish a copy of, a business license to do business in the city and/or county where
the Work is located;
7. A copy of State of Washington Contractor's Registration; or
8. Any other information or action taken that is deemed necessary to ensure that the bidder is the
lowest responsible bidder.
1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of bids
Section 1-03.1 is supplemented with the following:
All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless so
stated in the call for bids or special provisions. The City reserves the right however to award all or any
schedule of a bid to the lowest bidder at its discretion.
1-03.2 Award of Contract
Section 1-03.2 is supplemented with the following:
The Contract, bond form, and all other forms requiring execution, together with a list of all other forms or
documents required to be submitted by the successful bidder, will be forwarded to the successful bidder
within 10 days of the award. The number of copies to be executed by the Contractor shall be determined
by the Contracting Agency.
1-03.3 Execution of Contract
Section 1-03.3 is revised and supplemented as follows:
Within 10 calendar days after receipt from the City of the forms and documents required to be
completed by the Contractor, the successful bidder shall return the signed Contracting Agency-prepared
contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by
law and Section 1-03.4. Before execution of the Contract by the Contracting Agency, the successful
bidder shall provide any pre-award information the Contracting Agency may require under Section 1-
02.15.
Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall
any Work begin within the project limits or within Contracting Agency-furnished sites. The Contractor
shall bear all risks for any Work begun outside such areas and for any materials ordered before the
Contract is executed by the Contracting Agency.
If the bidder experiences circumstances beyond their control that prevents return of the Contract
documents within 10 calendar days after the award date, the Contracting Agency may grant up to a
maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency
deems the circumstances warrant it.
The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who
is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency
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requires persons doing business with the Contracting Agency to possess a valid City of Renton business
license prior to award.
When the Bid Form provides. spaces for a business license number, a Washington State Contractors
registration number, or both the Bidder shall. insert such information in the spaces provided. The
Contracting Agency requires legible copies of the Contractor's Registration and business license be
submitted to the Engineer as part of the Contracting Agency's post-award information and evaluation
activities.
1-03.4 Contract Bond
Revise the first paragraph to read:
The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond
shall:
1. Be on the Contracting Agency-furnished form;
2. Be signed by an approved surety(or sureties)that:
a. Is registered with the Washington State Insurance Commissioner, and
b. Appears on the current Authorized Insurance List in the State of Washington published by the
Office of the Insurance Commissioner;
3. Be conditioned upon the faithful performance of the Contract by the Contractor within the prescribed
time;
4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any
claim of direct or indirect loss resulting from the failure:
a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the
Contractor)to faithfully perform the Contract,or
b. Of the Contractor (subcontractors, or lower tier subcontractors of the Contractor) to pay all
laborers, mechanics, subcontractors, lower tie subcontractors, material person, or any other
person who provides supplies or provisions for carrying out Work;
5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and
6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or
partner). If the Contractor is a corporation, the bond must be signed by the president or vice-
.
I
resident unless accompanied b a written roof of the authority of the individual signing the bond to
P p Y p Y g g
in h effect b
bind the corporation (i.e., corporate resolution, power of attorney or a letter to such y the
president or vice-president).
1-03.7 Judicial Review
Revise the last sentence to read:
The venue of all causes of action arising from the advertisement, award, execution, and performance of
the Contract shall be in the Superior Court of the County where the Contracting Agency's headquarters
are located.
1-04 SCOPE OF WORK
�I
1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and
Addenda
Revise the second paragraph to read:
Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence
(e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):
1. Addenda
2. Proposal Form
3. Special Provisions
4. Contract Plans
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S. Contracting Agency's Standard Plans (if any)
6. Amendments to the Standard Specifications
7. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction
8. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction
1-04.3. Contractor-Discovered Discrepancies
Section 1-04.3 is a new section:
Upon receipt of award of contract, the Contractor shall carefully study and compare all the components
of the Contract Documents and other instructions, and check and verify all field measurements. The
Contractor shall, prior to ordering material or performing Work, report in writing to the Engineer.any
error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If the
Contractor, in the course of this study or in the accomplishment of the Work, finds any discrepancy
between the Plans and the physical condition of the locality as represented in the Plans, or any such
errors or omissions in respect to design or mode of construction in the Plans or in the layout as given by
points and instructions, it shall be the Contractor's duty to inform the Engineer immediately in writing,
and the Engineer will promptly check the same. Any Work done after such discovery, until correction of
Plans or authorization of extra Work is given,if the Engineer finds that extra Work is involved, will be
done at the Contractor's risk. If extra Work is involved, the procedure shall be as provided in Section 1-
04.4 of the Standard Specifications.
1-04.4 Changes
The last two paragraphs are replaced with the following:
Renton does not have a formal policy or guidelines on cost reduction alternatives, but will evaluate such
proposals by the Contractor on a case-by-case basis.
1-04.8 Progress Estimates and Payments
Section 1-04.8 is supplemented as follows:
The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of
"Lump Sum" Work accomplished to date. The Engineer's calculations and decisions shall be final in
regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless
another specific method of calculating lump sum payments is provided elsewhere in the Specifications.
1-04.11 Final Cleanup
Section 1-04.11 is supplemented as follows:
All salvage material as noted on the Plans and taken from any of the discarded facilities shall, at the
Engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in
salvaging and delivering such items shall be considered incidental to the project and no compensation
will be made.
The Contract price for "Finish and Cleanup, Lump Sum," shall be full compensation for all Work,
equipment and materials required to perform final cleanup. If this pay item does not appear in the
Contract Documents then final cleanup shall be considered incidental to the Contract and to other pay
item and no further compensation shall be made.
1-05 CONTROL OF WORK
1-05.4 Conformity With and Deviation from Plans and Stakes
Section 1-05.4 is supplemented with the following:
If the project calls for the Contractor supplied surveying, the Contractor shall provide all required survey
Work, including such Work as mentioned in Sections 1-05, 1-11 and elsewhere in these Specifications as
being provided by the Engineer. All costs for this survey Work shall be included in "Contractor Supplied
Surveying," per lump sum.
The Engineer or the Contractor supplied surveyor.will provide construction stakes and marks establishing
lines, slopes, and grades as stipulated in Sections 1-05.4 and will perform such Work per Section 1-11.
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The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes
measured from the Engineer or the Contractor supplied surveyor furnished stakes and marks.
The Contractor shall provide a work site, which has been prepared to permit construction staking to
proceed in a safe and orderly manner. The Contractor shall keep the Engineer or the Contractor supplied
surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer or
the Contractor supplied surveyor adequate time for setting stakes.
The Contractor shall carefully preserve stakes, marks, and other reference points, including existing
monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of
replacing stakes, markers and monumentation that were not to be disturbed but were destroyed or
damaged by the Contractor's operations. This charge will be deducted from monies due or to become
due to the Contractor.
Any claim by the Contractor for extra compensation by reason of alterations or reconstruction Work
allegedly due to error in the Engineer's line and grade, Will not be allowed unless the original control
points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the
error was furnished by the Engineer. Three consecutive points set on line or grade shall be the minimum
points used to determine any variation from a straight line or grade. Any such variation shall, upon
discovery, be reported to the Engineer. In the absence of such report the Contractor shall be liable for
any error in alignment or grade.
The Contractor shall provide all surveys required other than those to be performed by the Engineer. All
survey Work shall be done in accordance with Section 1-11 SURVEYING STANDARDS of these
Specifications.
The Contractor shall keep updated survey field notes in a standard field book and in a format set by the
Engineer, per Section 1-11.1(4). These field notes shall include all survey Work performed by the
Contractor's surveyor in establishing line, grade and slopes for the construction Work. Copies of these
field notes shall be provided the Engineer upon request and upon completion of the Contract Work the
field book or books shall be submitted to the Engineer and become the property of the Contracting
Agency.
If the survey Work provided by the Contractor does not meet the standards of the Engineer, then the
Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the
survey Work and the survey Work will be completed by the Engineer at the Contractor's expense. Costs
for completing the survey Work required by the Engineer will be deducted from monies due or to
become due the Contractor.
All costs for survey Work required to be performed by the Contractor shall be included in the prices bid
for the various items which comprise the improvement or be included in the bid item for "Contractor
Supplied Surveying" per lump sum if that item is included in the contracts.
1-05.4(3) Contractor Supplied Surveying
Section 1-05.4(3) is a new section:
When the Contract provides for Contractor Supplied Surveying, the Contractor shall supply the survey
Work required for the project. The Contractor shall retain as a part of the Contractor Organization an
experienced team of surveyors under the direct supervision of a professional land surveyor licensed by
the State of Washington. All survey Work shall be done in accordance with Sections 1-05.4 and 1-11.
The Contractor and/or the Surveyor shall inform the Engineer in writing of any errors, discrepancies, and
omissions to the Plans that prevent the Contractor and/or the Surveyor from constructing the project in
a manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the
satisfaction of the Engineer before the survey Work may be continued.
The Contractor shall coordinate his Work with the Surveyor and perform his operations in a manner to
protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent
to remove any survey stakes and/or points before physically removing them.
The Surveyor shall be responsible for maintaining As-Built records for the project. The Contractor shall
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coordinate his operations and assist the Surveyor in maintaining accurate As-Built records for the project.
If the Contractor and the Surveyor fail to provide, as directed by the Engineer and/or these Plans and
Specifications, accurate As-Built records and other Work the Engineer deems necessary, the Engineer
may elect to provide at Contractor expense, a surveyor to provide all As-Built records and other Work as
directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer-supplied
surveying.from monies owed to the Contractor.
Payment per Section 1-04.1 for all Work and materials required for the full and complete survey Work
required to complete the project and As-Built drawings shall be included in the lump sum price for
"Construction Surveying, Staking, and As-Builts."
1-05.4(4) Contractor Provided As-Built Information
Section 1-05.4(4) is a new section:
It shall be the Contractors responsibility to record the location prior to the backfilling of the trenches, by
centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during
his Work as covered under this project.
It shall be the Contractor's responsibility to have his Surveyor locate by centerline station, offset and
elevation each major item of Work done under this contract per the survey standard of Section 1-11.
Major items of Work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves,
vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards,
Hydrants, Major Changes in Design Grade,Vaults, Culverts, Signal Poles, and Electrical Cabinets.
After the completion of the Work covered by this contract, the Contractor's Surveyor shall provide to the
City the hard covered field book(s) containing the as-built notes and one set of white prints of the project
drawings upon which he has plotted the notes of the Contractor locating existing utilities, and one set of
white prints of the project drawings upon which he has plotted the as-built location of the new Work as
he recorded in the field book(s). This drawing shall bear the Surveyor's seal and signature certifying its
accuracy.
All costs for as-built Work shall be included in the Contract item "Construction Surveying, Staking, and As-
Builts", lump sum.
1-05.7 Removal of Defective and/or Unauthorized Work
Section 1-05.7 is supplemented as follows:
Upon written notice from the Engineer, the Contractor shall promptly replace and re-execute Work by
Contractor forces, in accordance with the intent of the Contract and without expense to the Owner, and
shall bear the expense of making good all Work of other contractors destroyed or damaged by such
removal or replacement.
If the Contractor does not remove such condemned Work and materials and commence re-execution of
the Work within 7 calendar days of written notice from the Engineer, or fails to perform any part of the
Work required by the Contract Documents, the Owner may correct and remedy such Work as may be
identified in the written notice, with Contracting Agency forces or by such other means as the Contracting
Agency may deem necessary. In that case,the Owner may store removed material.
Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying
defective or unauthorized Work, or Work the Contractor failed or refused to perform, shall be paid by the
Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the
Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation
for additional professional services required, and costs for repair and replacement of Work of others
destroyed or damaged by correction, removal,or replacement of the Contractor's unauthorized Work.
If sufficient funds do not remain in the Contract and the Contractor does not pay the cost of such removal
and storage within 10 calendar days from the date of the notice to the Contractor of the fact of such
removal,the Owner may, upon an additional 10 calendar days written notice, sell such materials at public
or private sale, and deduct all costs and expenses incurred from monies due to the Contractor, including
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costs of sale, and accounting to Contractor for the net proceeds remaining. The Owner may bid at any
such sale. The Contractor shall be liable to the Owner for the amount of any deficiency from any funds
otherwise due the Contractor.
If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an
emergency situation, the Engineer may have the defective and unauthorized Work corrected
immediately, have the rejected Work removed and replaced, or have Work the Contractor refuses to
perform completed by using Contracting Agency or other forces. An emergency situation is any situation
when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause
serious risk of loss or damage to the public,the Property Owner and the Property Owner's property.
No adjustment in contract time or compensation will be allowed because of the delay in the performance
of the Work attributable to the exercise of the Contracting Agency's rights provided by this section.
The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right
to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to
perform the Work as required.
1-05.10 Guarantees
Section 1-05.10 is supplemented as follows:
If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and/or
unauthorized Work is discovered, the Contractor shall promptly, upon written order by the Contracting
Agency, return and in accordance with the Engineer's instructions, either correct such Work, or if such
Work has been rejected by the Engineer, remove it from the project site and replace it with non-defective
and authorized Work, all without cost to the Contracting Agency. If the Contractor does not promptly
comply with the written order to correct defective and/or unauthorized Work, or if an emergency exists,
the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or
removed and replaced pursuant to Section 1-05.7 "Removal of Defective and/or Unauthorized Work."
The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting
Agency's rights under any law to obtain damages and recover costs resulting from defective and/or
unauthorized Work discovered after one year but prior to the expiration of the legal time period set forth
in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed of implied arising out of
a written agreement.
The Contractor shall warrant good title to all materials, supplies, and. equipment purchased for, or
incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the right
of persons furnishing materials or labor, to recover under any bond given by the Contractor for their
protection,or any rights under any law permitting such persons to look to funds due the Contractor in the
hands of the Contracting Agency.
The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of
its provisions shall be given to all persons furnishing materials for the Work when no formal contract is
entered into for such materials.
1-05.11 Final Inspection
1-05.11(1) Substantial Completion Date
Section 1-05.11(1) is a new section:
When the Contractor considers the Work to be substantially complete,the Contractor shall so notify the
Engineer and request the Engineer establish the Substantial Completion Date. The Engineer will schedule
an inspection of the Work with the Contractor to determine the status of completion.
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To be considered substantially complete the following conditions must be met:
1. The Contracting Agency must have full and unrestricted use and benefit of the
facilities both from the operational and safety standpoint.
2. Only minor incidental Work, replacement of temporary substitute facilities, or
correction of repair Work remains to reach physical completion of the Work.
The Contractor's request shall list the specific items of Work in subparagraph two above that remains to
be completed in order to reach physical completion. The Engineer may also establish the Substantial
Completion Date unilaterally.
If after this inspection, the Engineer concurs with the Contractor that the Work is substantially complete
and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial
Completion Date. If, after this inspection the Engineer does not consider the Work substantially complete
and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the
reasons therefore.
Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable,
the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the Work
necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a
revised schedule indicating when the Contractor expects to reach substantial and physical completion of
the Work.
The above process shall be repeated until the Engineer establishes the Substantial Completion Date and
the Contractor considers the Work physically complete and ready for Final Inspection.
1-05.11(2) Final Inspection and Physical Completion Date
Section 1-05.11(2) is a new Section:
When the Contractor considers the Work physically complete and ready for Final Inspection, the
Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer will
set a date for Final Inspection. The Engineer and the Contractor will then make a final inspection and the
Engineer will notify the Contractor in writing of all particulars in which the Final.Inspection reveals the
Work incomplete or unacceptable.The Contractor shall immediately take such corrective measures as are
necessary to remedy the listed deficiencies. Corrective Work shall be pursued vigorously, diligently, and
without interruption until physical completion of the listed deficiencies. This process will continue until
the Engineer is satisfied the listed deficiencies have been corrected.
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice
listing the deficiencies,the Engineer may, upon Written Notice to the Contractor,take whatever steps are
necessary to correct those deficiencies pursuant to Section 1-05.8. The Contractor will not be allowed an
extension of contract time because of a delay in the performance of the Work attributable to the exercise
of the Engineer's right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in
writing, of the date upon which the Work was considered physically complete, that date shall constitute
the Physical Completion Date of the Contract, but shall not imply all the obligations of the Contractor
under the Contract have been fulfilled.
1-05.11(3) Operational Testing
Section 1-05.11(3) is a new section:
Unless otherwise noted in the Contract Documents, the Contractor shall give the Engineer a minimum of
3 working days' notice of the time for each test and inspection. If the inspection is by another authority
than the Engineer,the Contractor shall give the Engineer a minimum of 3 working days' notice of the date
fixed for such inspection. Required certificates of inspection by other authority than the Engineer shall be
secured by the Contractor.
It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and
operable system. Therefore, when the Work involves the installation of machinery or other mechanical
equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other
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similar Work, it may be desirable for the Engineer to have the Contractor operate and test the Work for a
period of time, after final inspection but prior to the physical completion date. Whenever items of Work
are listed in the Contract Provisions for operational testing they shall be fully tested under operating
conditions for the time period specified to ensure their acceptability prior to the Physical Completion
Date. During and following the test period, the Contractor shall correct any items of workmanship,
materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment,
electrical controls, meters, or other devices and equipment to be tested during this period shall be tested
under the observation of the Engineer, so that the Engineer may determine their suitability for the
purpose for which they were installed. The Physical Completion Date cannot be established until testing
and corrections have been completed to the satisfaction of the Engineer.
The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete
operational testing, shall be included in the unit contract prices related to the system being tested, unless
specifically set forth otherwise in the proposal.
Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties
or warranties furnished under the terms of the Contract.
1-05.12 Final Acceptance
The third and fourth sentences in paragraph 1 are deleted and replaced with:
The Final Acceptance date shall be that date in which the Renton City Council formally approves
acceptance of the Contract.
1-05.13 Superintendents, Labor and Equipment of Contractor
Revise the seventh paragraph to read:
Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1-02.1,
the Contracting Agency will take these performance reports into account.
1-05.14 Cooperation with Other Contractors
Section 1-05.14 is supplemented as follows:
The Contractor shall afford the Owner and other contractors working in the area reasonable opportunity
for the introduction and storage of their materials and the execution of their respective Work, and shall
properly connect and coordinate the Contractor's Work with theirs.
Other utilities, districts, agencies, and contractors who may be working within the project area are:
1. Puget Sound Energy(gas and electric)
2. AT&T Broadband
3. Qwest Communications
4. City of Renton (water,sewer,transportation)
5. Soos Creek Sewer and Water District
6. Cedar River Sewer and Water District
7. Skyway Sewer-and Water District
8. Private contractors employed by adjacent property owners
The Contractor shall coordinate with City of Renton on tying into any existing electrical service cabinet.
1-05.16 Water and Power
Section 1-05.16 is a new Section:
The Contractor shall make necessary arrangements, and shall bear the costs for power and water
necessary for the performance of the Work, unless the Contract includes power and water as a pay item'.
1-05.17 Oral Agreements
Section 1-05.17 is a new section:
No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either
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before or after execution of the Contract, shall affect or modify any of the terms or obligations contained
in any of the documents comprising the Contract. Such,oral agreement or conversation shall be
considered as unofficial information and in no way binding upon the Contracting Agency, unless
subsequently put in writing and signed by the Contracting Agency.
1-05.18 Contractor's Daily Diary
Section 1-05.18 is a new section:
The Contractor and subcontractors shall maintain and provide to the Engineer a Daily Diary Record of this
Work. This diary will be created by pen entries in a hardbound diary book of the type that is commonly
available through commercial outlets. The diary must contain the Project and Number; if the diary is in
loose-leaf form, this information must appear on every page. The diary must be kept and maintained by
the Contractor's designated project superintendent(s). Entries must be made on a daily basis and must .
accurately represent all of the project activities on each day.
At a minimum,the diary shall show on a daily basis:
1. The day and date.
2. The weather conditions, including changes throughout the day.
3. A complete description of Work accomplished during the day with adequate references to the
Plans and Contract Provisions, so that the reader can easily and accurately identify said Work in
the Plans. Identify location/description of photographs or videos taken that day.
.4. An entry for each and every changed condition, dispute or potential dispute, incident, accident,
or occurrence of any nature whatsoever which might affect the Contractor,the Owner, or any
third party in any manner.
5. Listing of any materials received and stored on-or off-site by the Contractor for future
installation,to include the manner of storage and protection of the same.
6. Listing of materials installed during each day.
7. List of all subcontractors working on-site during each day.
8. Listing of the number of the Contractor's employees working during each day by category of
employment.
9. Listing of the Contractor's equipment working on the site during each day. Idle equipment on
the site shall be listed and designated as idle.
10. Notations to explain inspections,testing, stake-out, and all other services furnished by the
Owner or other party during each day.
11. Entries to verify the daily(including non-Work days) inspection and maintenance of traffic
control devices and condition of the traveled roadway surfaces. The Contractor shall not allow
any conditions to develop that would be hazardous to the public.
12. Any other information that serves to give an accurate and complete record of the nature,
quantity, and quality of Contractor's progress on each day.
13. Plan markups showing locations and dimensions of constructed features to be used by the
Engineer to produce record drawings.
14. All pages of the diary must be numbered consecutively with no omissions in page numbers.
15. Each page must be signed and dated by the Contractor's official representative on the project.
The Contractor may use additional sheets separate from the diary book if necessary to provide a
complete diary record, but they must be signed, dated, and labeled with project name and number.
It is expressly agreed between the Contractor and the Owner that the Daily Diary maintained by the
Contractor shall be the"Contractor's Book of Original Entry"for the documentation of any potential
claims or disputes that might arise during this contract. Failure of the Contractor to maintain this diary
in the manner described above will constitute a waiver of any such claims or disputes by the
Contractor.
The Engineer or other Owner's representative on the job site will also complete a Daily Construction
Report.
1-06 CONTROL OF MATERIAL
1-06.1 Approval of Materials Prior to Use
Section 1-06.1 is supplemented as follows:
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The materials and equipment lists submitted to the Engineer at the Preconstruction Conference shall
include the quantity, manufacturer, and model number, if applicable, of materials and equipment to be
installed under the Contract. This list will be checked by the Engineer as to conformity with the Contract
Documents. The Engineer will review the lists within 10 working days, noting required corrections. The
Contractor shall make required corrections and file 2 corrected copies with the Engineer within one week
after receipt of required corrections. The Engineer's review and acceptance of the lists shall not relieve
the Contractor from responsibility for suitability for the intended purpose, nor for deviations from the
Contract Documents.
1-06.2(1) Samples and Tests for Acceptance
Section 1-06.2(1) is supplemented a follows:
The finished Work shall be in accordance with approved samples. Approval of samples by the Engineer
does not relieve the Contractor of responsibility for performance of the Work in accordance with the
Contract Documents.
1-06.2(2) Statistical Evaluation of Materials for Acceptance
Section 1-06.02(2) is supplemented by adding the following:
Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of
Renton.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.1 Laws to be Observed
Section 1-07.1 is supplemented as follows:
The Contractor shall erect and properly maintain, at all times, as required by the conditions and progress
of the Work, all necessary safeguards for protection of workers and the public; shall post danger signs
warning against known or unusual hazards; and shall designate as Safety Supervisor, a responsible
employee on the construction site whose duty shall be the enforcement of safety. The name and position
of such person so designated shall be reported in writing to the Engineer by the Contractor.
The Contractor shall, at all times, enforce strict discipline and good order among all employees and shall
not employ any person unfit or not skilled in the Work assigned to him/her.
Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public
observation,shall be provided and maintained by the Contractor.
In cases of conflict between different safety regulations,the more stringent regulation shall apply.
The Washington State Department of Labor and Industries shall be the sole and paramount
administrative agency responsible for the administration of the provisions of the Washington Industrial
Safety and Health Act of 1973 (WISHA).
The Contractor shall maintain at the project site office, or other well-known place at the project site, all
articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make
known to all employees, procedures for ensuring immediate removal to a hospital or doctor's care, and
persons, including employees, who may have been injured on the project site. Employees should not be
permitted to Work on the project site before the Contractor has established and made known procedures
for removal of injured persons to a hospital or a doctor's care.
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's
plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper
maintenance, use, or operation. The Contractor shall be solely and completely responsible for the
conditions of the project site, including safety for all persons and property in the performance of the
Work. This requirement shall apply continuously, and not be limited to normal working hours. The
required or implied duty of the Engineer to conduct construction review of the Contractor's performance
does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures,
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in, on, or near the project site.
1-07.2 State Sales Tax
Delete this section, including its sub-sections, in its entirety and replace it with the following:
1-07.2(1) General
The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1-
07.2(1)through 1-07.2(4) are meant to clarify those rules. The Contractor should contact the Washington
State Department of Revenue for answers to questions in this area. The Contracting Agency will not
adjust its payment if the Contractor bases a bid on a misunderstood tax liability.
The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In
some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this
exception.
The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the
Washington State Department of Revenue a certificate showing that all contract-related taxes have been
paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the Contractor any
amount the Contractor may owe the Washington State Department of Revenue,whether the amount
owed relates to this contract or not. Any amount so deducted will be paid into the proper state fund.
1-07.2(2) State Sales Tax— Rule 171
WAC 458-20-171, and its related rules, apply to building, repairing,or improving streets, roads, etc.,
which are owned by a municipal corporation, or political subdivision of the state,or by the United States,
and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems
within and included as part of the street or road drainage system, and power lines when such are part of
the roadway lighting system. For Work performed in such cases,the Contractor shall include Washington
State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those
that the Contractor pays on the purchase of the materials,equipment,or supplies used or consumed in
doing the Work.
1-07.2(3) State Sales Tax—Rule 170
WAC 458-20-170, and its related rules, applies to the constructing and repairing of new or existing
buildings, or other structures, upon real property. This includes, but is not limited to; the construction of
streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances;
sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a
part of, a street or road drainage system;telephone,telegraph, electrical power distribution lines, or
other conduits or lines in or above streets or roads, unless such power lines become a part of a street or
road lighting system; and installing or attaching of any article of tangible personal property in or to real
property, whether or not such personal property becomes a part of the realty by virtue of installation.
For Work performed in such cases,the Contractor shall collect from the Contracting Agency, retail sales
tax on the full contract price. The Contracting Agency will automatically add this sales tax to each
payment to the Contractor. For this reason,the Contractor shall not include the retail sales tax in the
unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception.
Exception:The Contracting Agency will not add in sales tax for a payment the Contractor or a
subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies
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not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any
other contract amount.
1-07.2(4) Services
The Contractor,shall not collect retail sales tax from the Contracting Agency on any contract wholly for
professional or other services (as defined in Washington State Department of Revenue Rules 138 and
244).
1-07.6 Permits and Licenses
Section 1-07.6 is supplemented as follows:
The permits,easements, and right of entry documents that have been acquired are available for
inspection and review.
The Contractor shall be required to comply with all conditions of the permits, easements, and rights of
entry, at no additional cost to the Owner. The Contractor is required to indemnify the Owner from claims
on all easements and rights of entry.
All other permits, licenses,etc., shall be the responsibility of the Contractor. The Contractor shall comply
with the special provisions and requirements of each.
Permits, permission under franchises, licenses and bonds of a temporary nature necessary for and during
the prosecution of the Work, and inspection fees in connection therewith shall be secured and paid for by
the Contractor. If the Owner is required to secure such permits, permission under franchises, licenses and
bonds,and pay the fees,the costs incurred by the Owner thereby shall be charged against the Contractor
and deducted from any funds otherwise due the Contractor.
1-07.9 Wages
1-07.9(5) Required Documents
Delete the first sentence of the third paragraph, and replace it with the following:
The Contractor must submit weekly-certified payrolls for the Contractor and all subcontractors and lower
tier subcontractors, regardless of project's funding source.
1-07.11 Requirements for Non-Discrimination
1-07.11(11) City of Renton Affidavit of Compliance
Section 1-07.11(11) is new:
Each Contractor, Subcontractor,Consultant, and or Supplier shall complete and submit a copy of the "City
of Renton Fair Practices Policy Affidavit of Compliance".A copy of this document will be bound in the bid
documents.
1-07.12 Federal Agency Inspection
Section 1-07.12 is supplemented with the following:
Required Federal Aid Provisions
The Required Contract Provisions Federal Aid Construction Contracts(FHWA 1273) and the amendments
thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this
contract; provided, however,that if any of the provisions of FHWA 1273, as amended, are less restrictive
than Washington State Law,then the Washington State Law shall prevail.
The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the
FHWA 1273 and amendments thereto in each subcontract,together with the wage rates which are part of
the FHWA 1273,as amended. Also, a clause shall be included in each subcontract requiring the
subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts,
together with the wage rates. The Contractor shall also ensure that this Section, REQUIRED FEDERAL AID
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PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this
purpose, upon request to the Project Engineer,the Contractor will be provided with extra copies of the
FHWA 1273,the amendments thereto,the applicable wage rates, and this Special Provision.
1-07.13 Contractor's Responsibility for Work
1-07.13(1) General
Section 1-07.13(1) is supplemented as follows:
During unfavorable weather and other conditions,the Contractor shall pursue only such portions of the
Work as shall not be damaged thereby.
No portion of the Work whose satisfactory quality or efficiency will be affected by unfavorable conditions
shall be constructed while these conditions exist, unless the Contractor shall be able to overcome said
unfavorable conditions by special means or.precautions acceptable to the Engineer,.
1-07.15 Temporary Water Pollution/Erosion Control
Delete the first paragraph, and replace it with the following:
In an effort to prevent, control, and stop water pollution and erosion within the project,thereby
protecting the Work, nearby land, streams, and other bodies of water,the Contractor shall perform all
Work in strict accordance with all Federal,State, and local laws and regulations governing waters of the
State, as well as permits acquired for the project.
1-07.16 Protection and Restoration of Property
1-07.16(1) Private/Public Property
Section 1-07.16(1) is supplemented by adding the following:
The Contracting Agency will obtain all easements and franchises required for the project.The Contractor
shall limit his operation to the areas obtained and shall not trespass on private property.
The Contracting Agency may provide certain lands, as indicated in connection with the Work under the
Contract together with the right of access to such lands. The Contractor shall not unreasonably
encumber the premises with his equipment or materials.
The Contractor shall provide, with no liability to the Contracting Agency, any additional land and access
thereto not shown or described that may be required for temporary construction facilities or storage of
materials. He shall construct all access roads, detour roads, or other temporary Work as required by his
operations. The Contractor shall confine his equipment, storage of material, and operation of his workers
to those areas shown and described and such additional areas as he may provide.
A. General. All construction Work under this contract on easements, right-of-way, over private
property or franchise, shall be confined to the limits of such easements, right-of-way or franchise. All
Work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of
damage. The Contractor shall schedule his Work so that trenches across easements shall not be left open
during weekends or holidays and trenches shall not be open for more than 48 hours.
B. Structures. The Contractor shall remove such existing structures as may be necessary for the
performance of the Work and, if required, shall rebuild the structures thus removed in as good a
condition as found. He shall also repair all existing structures that may be damaged as a result of the
Work under this contract.
C. Easements, cultivated areas and other surface improvements. All cultivated areas, either
agricultural or lawns, and other surface improvements which are damaged by actions of the Contractor
shall be restored as nearly as possible to their original condition.
Prior to excavation on an easement or private right-of-way,the Contractor shall strip topsoil from the
trench or construction area and stockpile it in such a manner that it may be replaced by him, upon
completion of construction: Ornamental trees and shrubbery shall be carefully removed with the earth
surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours.
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All shrubbery or trees destroyed or damaged, shall be replaced by the Contractor with material of equal
quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through.
any lawn area,the sod shall be carefully cut and rolled and replaced after the trenches have been
backfilled. The lawn area shall be cleaned by sweeping or other means, of all earth and debris.
The Contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by side
sewer contractors for all Work, including excavation and backfill, on easements or rights-of-way,which
have lawn areas. All fences, markers, mailboxes,or other temporary obstacles shall be removed by the
Contractor and immediately replace, after the trench is backfilled, in their original position. The
Contractor shall notify the Contracting Agency and Property Owner at least 24 hours in advance of any
Work done on easements or rights-of-way.
Damage to existing structures outside of easement areas that may result from dewatering and/or other
construction activity under this contract shall be restored to their original condition or better. The
original condition shall be established by photographs taken and/or inspection made prior to
construction. All such Work shall be done to the satisfaction of the Property Owners and the Contracting
Agency at the expense of the Contractor.
D. Streets. The Contractor will assume all responsibility of restoration of the surface of all streets
(traveled ways) used by him if damaged.
In the event the Contractor does not have labor or material immediately available to make necessary
repairs, the Contractor shall so inform the Contracting Agency. The Contracting Agency will make the
necessary repairs and the cost of such repairs shall be paid by the Contractor.
The Contractor is responsible for identifying and documenting any damage that is pre-existing or caused
by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton
Trench Restoration Requirements; which is available at the Public Works Department Customer Services
counter on the 6th floor, Renton City Hall, 1055 South Grady Way.
1-07.17 Utilities and Similar Facilities
Section 1-07.17 is supplemented by adding:
Existing utilities indicated in the Plans have been plotted from the best information available to the
Engineer. Information and data shown or indicated in the Contract Documents with respect to existing
underground utilities or services at or contiguous to the project site are based on information and data
furnished to the Owner and the Engineer by owners of such underground facilities or others, and the
Owner and the Engineer do not assume responsibility for the accuracy or completeness thereof. It is to
be understood that other aboveground or underground facilities not shown in the Plans may be
encountered during the course of the Work.
All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously marked in a
fashion acceptable to the Owner and the Engineer b the Contractor to allow their location to be
P g Y
determined by the Engineer or utility personnel under adverse conditions, (inclement weather or
darkness).
Where underground main distribution conduits, such as water, gas, sewer, electric power, or telephone,
are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every
property parcel will be served by a service connection for each type of utility.
The Contractor shall check with the utility companies concerning any possible conflict prior to
commencing excavation in any area. The Contractor shall resolve all crossing and clearance problems
with the utility company concerned. No excavation shall begin until all known facilities, in the vicinity of
the excavation area, have been located and marked.
In addition to the Contractor having all utilities field marked before starting Work, the Contractor shall
have all utilities field marked after they are relocated in conjunction with this project.
Call Before You Dig
The 48-Hour Locators
1-800-424-5555
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At least 2 and not more than 10 working days prior to commencing any excavations for utility potholing or
for any other purpose under this Contract, the Contractor shall notify the Underground Utilities Location
Center by telephone of the planned excavation and progress schedule. The Contractor is also warned
that there may be utilities on the project that are not part of the One Call system. They must be
contacted directly by the Contractor for locations.
The Contractor shall make arrangements 48 hours in advance with respective utility owners to have a
representative present when their utility is exposed or modified, if the utility chooses to do so.
Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or
relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments
may be completed before the Contractor begins Work, or may be performed in conjunction with the
Contract Work. The Contractor shall be entirely responsible for coordination with the utility companies
and arranging for the movement or adjustment, either temporary or permanent, of their facilities within
the project limits. See also Section 1-05.14 of these Special Provisions.
If or when utility conflicts occur, the Contractor shall continue the construction process on other aspects
of the project whenever possible. No additional compensation will be made to the Contractor for reason
of delay caused by the actions of any utility company, and the Contractor shall consider such costs to be
incidental to the other items of the Contract.
Utility Potholing
Potholing may be included as a bid item for use in determining the location of existing utilities in advance
of the Contractor's operations. If potholing is not included as a bid item then it shall be considered
incidental to other Work. The Contractor shall submit all potholing requests to the Engineer for approval,
at least 2 working days before potholing is scheduled. Additionally,the Contractor shall provide potholing
at the Engineer's request.
In no way shall the Work described under Utility Potholing relieve the Contractor of any of the
responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and
elsewhere in the Contract Documents.
1-07.17(1) Interruption of Services
Section 1-07.17(1) is a new section:
Whenever in the course of the construction operation. it becomes necessary to cause an outage of
utilities, it shall be the Contractor's responsibility to notify the affected users and the Engineer not less
than 48 hours in advance of such outage. The Contractor shall make reasonable effort to minimize the
duration of outages, and shall estimate the length of time service will be interrupted and so notify the
users. In the case of any utility outage that has exceeded or will exceed four hours, user contact shall
again be made. Temporary service, if needed, will be arranged by the Contractor at no cost to the Owner.
Overhead lighting outages shall not exceed 24 hours. All cost to the Contractor for providing temporary
overhead lighting to meet above requirements shall be incidental to the various unit and Lump sum items
of the Contract; no separate payment will be made.
1-07.18 Public Liability and Property Damage Insurance
Section 1-07.18 is deleted replaced by the following new section and subsections:
1-07.18(1) General
The Contractor shall obtain and maintain in full force and effect, from the Contract
Execution Date to the Completion Date, public liability and property damage insurance with
an insurance company(ies) or through sources approved by the State Insurance
Commissioner pursuant to RCW 48.
The Contractor shall not begin work under the Contract until the required insurance has
been obtained and approved by the Contracting Agency. Insurance shall provide coverage to
the Contractor, all subcontractors, Contracting Agency and the Contracting Agency's
consultant. The coverage shall protect against claims for bodily injuries, personal injuries,
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including accidental death, as well as claims for property damages which may arise from any
act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly
employed by either of them.
If warranted work is required the Contractor shall provide the City proof that insurance
coverage and limits established under the term of the Contract for work are in full force and
effect during the period of warranty work.
The Contracting Agency may request a copy of the actual declaration pages(s) for each
insurance policy effecting coverage(s) required on the Contract prior to the date work
commences.
Failure of the Contractor to fully comply during the term of the Contract with the
requirements described herein will be considered a material breach of contract and shall be
caused for immediate termination of the Contract at the option.of the Contracting Agency.
All costs for insurance shall be incidental to and included in the unit or Lump Sum prices of
the contract and no additional payment will be made.
1-07.18(2) Coverages
All coverage provided by the Contractor shall be in a form and underwritten by a company
acceptable to the Contracting Agency. The City requires that all insurers:
1. Be licensed to do business within the State of Washington.
2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution
coverage are acceptable when written on a claims-made basis). The City may also
require proof of professional liability coverage be provided for up to two (2) years
after the completion of the project.
3. The City may request a copy of the actual declaration page(s)for each insurance
policy affecting coverage(s) required by the Contract prior to the date work
commences.
4. Possess a minimum A.M. best rating of AVII (A rating of A XII or better is preferred.)
If any insurance carrier possesses a rating of less than AVII, the City may make an
exception.
The City reserves the right to approve the security of the insurance coverage provided by
the insurance company(ies), terms, conditions, and the Certificate of Insurance.
Failure of the Contractor to fully comply during the term of the Contract with these
requirements will be considered a material breach of contract and shall be cause for
immediate termination of the contract at the option of the City.
The Contractor shall obtain and maintain the minimum insurance coverage set forth below.
By requiring such minimum insurance, the City of Renton shall not be deemed or construed
to have assessed the risks that may be applicable to the Contractor. The Contractor shall '
assess its own risks and if it deems appropriate and/or prudent, maintain higher limits
and/or broader coverage.
Coverage shall include:
A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be
written on an occurrence basis and include:
• Premises and Operations (including CG2503; General Aggregate to apply per
project, if applicable)
• Explosion, Collapse, and Underground Hazards.
• Products/Completed Operations
• Contractual Liability (including Amendatory Endorsement CG 0043 or
equivalent which includes defense coverage assumed under contract)
• Broad Form Property Damage
• Independent Contractors
31
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05/17/2012
• Personal/Advertising Injury
• Stop Gap Liability
B. Automobile Liability including all
• Owned Vehicles
• Non-Owned Vehicles
• Hired Vehicles
C. Workers' Compensation
• Statutory Benefits (Coverage A) - Show Washington Labor & Industries
Number
D. Umbrella Liability (when necessary)
• Excess of Commercial General Liability and Automobile Liability. Coverage
should be as broad as primary.
E. Professional Liability - (whenever the work under this Contract includes
Professional Liability, including Advertising activities) the CONTRACTOR shall
maintain professional liability covering wrongful acts, errors and/or omissions of
the (CONTRACTOR) for damage sustained by reason of or in the course of
operations under this Contract.
F. Pollution Liability - the City may require this coverage whenever work under this
Contract involves pollution risk to the environment. This coverage is to include
sudden and gradual coverage for third party liability including defense costs and
{ completed operations.
Contractor shall name City of Renton, and its officers, officials, agents, employees and
volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The Contractor shall
provide City of Renton Certificates of Insurance prior to commencement of work. The City
reserves the right to request copies of insurance policies, if at their sole discretion it is
deemed appropriate. Further, all policies of insurance described above shall:
A. Be on a primary basis not contributory with any other insurance coverage and/or
self-insurance carried by City of Renton.
B. Include a Waiver of Subrogation Clause.
C. Severability of Interest Clause (Cross Liability)
D. The Contractor shall provide the Contracting Agency and all Additional Insured's
with written notice of any policy cancellation, within two business days of their
receipt of such notice.
E. Failure on the part of the Contractor to maintain the insurance as required shall
constitute a material breach of contract, upon which the Contracting Agency may,
after giving five business days notice to the Contractor to correct the breach,
immediately terminate the contract or, at its discretion, procure or renew such
insurance and pay any and all premiums in connection therewith, with any sums so
expended to be repaid to the Contracting Agency on demand, or at the sole
discretion of the Contracting Agency, offset against funds due the Contractor from
the Contracting Agency.
1-07.18(3) Limits
LIMITS REQUIRED
Providing coverage in these stated amounts shall not be construed to relieve the Contractor
from liability in excess of such limits. The Contractor shall carry the following limits of
liability as required below:
Commercial General Liability
General Aggregate* $2,000,000
Products/Completed Operations Aggregate $2,000,000
Each Occurrence Limit $1,000,000
Personal/Advertising Injury $1,000,000
Fire Damage (Any One Fire) $50,000
Medical Payments (Any One Person) $5,000
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Stop Gap Liability $1,000,000
* General Aggregate to apply per project
(ISO Form CG2503 or equivalent)
**Amount may vary based on project risk
Automobile Liability
Bodily Injury Property Damage $1,000,000
(Each Accident)
Workers' Compensation
Statutory Benefits- Coverage A Variable
(Show Washington Labor and Industries Number)
Umbrella Liability
Each Occurrence Limit $1,000,000
General Aggregate Limit $1,000,000
Products/Completed Operations Aggregate $1,000,000
Professional Liability If required)
Each Occurrence Incident Claim $1,000,000
Aggregate $2,000,000
Pollution Liability (If required) to apply on a per
proiect basis
Per Loss $1,000,000
Aggregate $1,000,000 f
The City may require the Contractor to keep professional liability coverage in effect for up to
two (2) years after completion of the project.
The Contractor shall promptly advise the CITY OF RENTON in the event any general
aggregates are reduced for any reason, and shall reinstate the aggregate at the Contractor's
expense to comply with the minimum limits and requirements as stated above and shall
furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in
force.
1-07.18(4) Evidence of Insurance:
Within 20 days of award of the Contract, the Contractor shall provide evidence of insurance
by submitting to the Contracting Agency the Certificate of Insurance (ACORD Form 25s or
equivalent) conforming to items as specified in Sections 1-07.18(1), 1-07.18(2), and 1-
07.18(3) as revised above. Other requirements are as follows:
A. Strike the following or similar wording: "This Certificate is issued as a matter
of information only and confers no rights upon the Certificate Holder".
B. Strike the wording regarding cancellation notification to the City: "Failure to
mail such notice shall impose no obligation or liability of any kind upon the r
company, its agents or representatives".
C. Amend the cancellation clause to state: "Should any of the above described
policies be cancelled before the expiration date thereof, notice will be
delivered in accordance with the policy provisions."
For Professional Liability coverage only, instead of the cancellation language specified
above, the City will accept a written agreement that the consultant's broker will provide
the required notification.
1-07.22 Use of Explosives
Section 1-07.22 is supplemented by the following:
(******)
Explosives shall not be used without specific authority of the Engineer, and then only under such
restrictions as may be required by the proper authorities. Explosives shall be handled and used in strict
compliance with WAC 296-52 and such local laws, rules and regulations that may apply. The individual in
charge of the blasting shall have a current Washington State Blaster Users License.
g g !�
The Contractor shall obtain, comply with, and 'pay for such permits and costs as are necessary in
conjunction with blasting operations.
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1-07.23 Public Convenience and Safety
1-07.23(1) Construction under Traffic
Revise the second paragraph to read:
To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the Work
with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets,
sidewalks, driveways, and paths within the project limits, keeping them open, and in good, clean, safe
condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the
Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the
Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall
also maintain roads, streets, sidewalks, driveways, and paths adjacent to the project limits when affected
by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all
projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The
Contractor shall perform the following:
1. Remove or repair any condition resulting from the Work that might impede traffic or create a hazard.
2. Keep existing traffic signal and highway lighting systems in operation as the Work proceeds. (The
Contracting Agency will continue the route maintenance on such system.)
3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be
responsible for scheduling when to renew striping,subject to the approval of the Engineer. When
the scope of the project does not require Work on the roadway,the Contracting Agency will be
responsible for maintaining the striping.
4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense,
except those damaged due to the Contractor's operations.
5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage
structures will be at the Contracting Agency's expense when approved by the Engineer, except when
+ flow is impaired due to the Contractor's operations.
Section 1-07.23(1) is supplemented by adding the following:
The Contractor shall be responsible for controlling dust and mud within the project limits and on any
street, which is utilized by his equipment for the duration of the project. The Contractor shall be
prepared to use watering trucks, power sweepers, and other pieces of equipment as deemed necessary
by the Engineer,to avoid creating a nuisance.
Dust and mud control shall be considered as incidental to the project, and no compensation will be made
for this section.
Complaints of dust, mud, or unsafe practices and/or property damage to private ownership will be
transmitted to the Contractor and prompt action in correcting them will be required by the Contractor.
The Contractor shall maintain the roads during construction in a suitable condition to minimize affects to
vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by the Contractor.
At least one-way traffic shall be maintained on all cross-streets within the project limits during working
hours. One lane shall be provided in each direction for all streets during non-working hours.
The Contractor shall provide one drivable roadway lane and maintain convenient access for local and
commuter traffic to driveways, businesses, and buildings along the line of Work throughout the course of
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the project. Such access shall be maintained as near as possible to that which existed prior to the
commencement of construction. This restriction shall not apply to the paving portion of the construction
process.
The Contractor shall notify and coordinate with all property owners and tenants of street closures, or
other restrictions which may interfere with their access at least 24 hours in advance for single-family
residential property, and at least 48 hours in advance for apartments, offices, and commercial property.
The Contractor shall give a copy of all notices to the Engineer.
When the abutting owners' access across the right-of-way line is to be eliminated and replaced under the
Contract by other access, the existing access shall not be closed until the replacement access facility is
available.
All unattended excavations shall be properly barricaded and covered at all times. The Contractor shall not
open any trenches that cannot be completed and refilled that same day. Trenches shall be patched or
covered by a,temporary steel plate, at the Contractor's expense, except in areas where the roadway
remains closed to public traffic. Steel plates must be anchored.
1-07.23(2) Construction and Maintenance of Detours
Revise the first paragraph to read:
Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The
Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer
needed:
1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge,
sidewalk, driveway, or path during construction,
2. Detour crossings of intersecting highway, and
3. Temporary approaches.
1-07.24 Rights-of-Way
Delete this section in its entirety, and replace it with the following:
Street right-of-way lines, limits of easements, and limits of construction permits are indicated on the
Drawings. The Contractor's construction activities shall be confined within these limits unless
arrangements for use of private property are made.
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Generally, the Contracting Agency will have obtained, prior to bid opening, all rights-of-way and
easements, both permanent and temporary, necessary for carrying out the completion of the Work.
Exceptions to this are noted in the Contract Documents or brought to the Contractor's attention by a duly
issued addendum.
Whenever any of the Work is accomplished on or through property other than public right-of-way, the
Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by
the Contracting Agency from the owner of the private property. Copies of the easement agreements are
included in the Contract Provisions or made available to the Contractor as soon as practical after they
have been obtained by the Engineer.
Whenever easements or rights-of-entry have not been acquired prior to advertising, these areas are so
noted on the Drawings. The Contractor shall not proceed with any portion of the Work in areas where
right-of-way, easements, or rights-of-entry have not been acquired until the Engineer certifies to the
Contractor that the right-of-way or easement is available or that the right-of-entry had been received. If
the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining
easements, rights of entry of right-of-way, the Contractor will be entitled to an extension of time. The
Contractor agrees that such delay shall not be a breach of.contract.
Each property owner shall be given 48 hours notice prior to entry by the Contactor. This includes entry
onto easements and private property where private improvements must be adjusted.
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The Contractor shall be responsible for providing, without expense or liability of the Contracting Agency,
any additional land and access thereto that the Contractor may desire for temporary construction
facilities, storage of materials, or other Contractor needs. However, before using any private property,
whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the
private property owner, and, upon vacating the premises, a written release from the property owner of
each property disturbed or otherwise interfered with by reasons of construction pursued under this
Contract.The statement shall be signed by the private property owner, or proper authority acting for the
owner of the private property affected, stating that permission has been granted to use the property and
all necessary permits have been obtained or, in the case of a release, that the restoration of the property
has been satisfactorily accomplished. The statement shall include the parcel number, address and date of
signature. Written releases must be filed with the Engineer before the Completion Date will be
established.
1-07.28 Confined Space Entry
Section 1-07.28 is new:
The Contractor shall:
1. Review and be familiar with the City's Public Works Confined Space Entry Program.
2. Review documented information about the City confined spaces in which entry is intended as listed
and described in the City's Attribute and Map Book. This information includes identified hazards for
each permit-required confined space.
3. Each contractor shall have their own confined space entry program. Upon request of the City they
will provide a statement confirming they are in compliance with their confined space entry program
including requirements for confined space training for employees associated with the project in
Renton.
4. Be responsible for following all confined space requirements established by the provisions in WAC
296-809 and its chapters.
5. Coordinate entry operations with the City of Renton when employees from the contractor will be
working in or near City confined spaces.
6. Discuss entry operations with the City of Renton including the program followed during confined
space entry.
7. Debrief the City on any hazards confronted or created at the completion of entry operations.
8. Place signs stating, "Danger, Follow Confined Space Entry Procedure before Entering" at each
confined space to be entered. Never leave the confined space open and unattended.
The contractor's or consultant's point of contact with the City in regard to confined space entry will be
the City's assigned construction inspector.
1-08 PROSECUTION AND PROGRESS
1-08.0 Preliminary Matters
Section 1-08.0 is a new section with subsection:
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1-08.0(1) Preconstruction Conference
Section 1-08.0(1) is a new subsection:
The Engineer will furnish the Contractor with copies of the Contract Documents per Section 1-02.2 "Plans
and Specifications". Additional documents may be furnished upon request at the cost of reproduction.
Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract
Documents, and check and verify pertinent figures shown therein and all applicable field measurements.
The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy, which
the Contractor may discover.
After the Contract has been executed, but prior to the Contractor beginning the Work, a preconstruction
conference will be held between the Contractor,the Engineer and such other interested parties as may be
invited.
The Contractor shall prepare and submit at the preconstruction meeting:
4 Contractor's plan of operation and progress schedule(3+copies)
4 Approval of qualified subcontractors (bring list of subcontractors if different from list
submitted with bid)
4 List of materials fabricated or manufactured off the project
4 Material sources on the project
4 Names of principal suppliers
Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and
standby rates)
+ Weighted wage rates for all employee classifications anticipated to be used on Project
4 Cost percentage breakdown for lump sum bid item(s)
4 Shop Drawings (bring preliminary list)
4 Traffic Control Plans (3+copies)
4 Temporary Water Pollution/Erosion Control Plan
In addition,the Contractor shall be prepared to address:
Bonds and insurance
Project meetings—schedule and responsibilities
Provision for inspection for materials from outside sources
Responsibility for locating utilities
Responsibility for damage
Time schedule for relocations, if by other than the Contractor
Compliance with Contract Documents
Acceptance and approval of Work
Labor compliance, payrolls, and certifications
Safety regulations for the Contractors' and the Owner's employees and representatives
Suspension of Work,time extensions
Change order procedures
Progress estimates, procedures for payment
Special requirements of funding agencies
Construction engineering, advance notice of special Work
Any interpretation of the Contract Documents requested by the Contractor
Any conflicts or omissions in Contract Documents
Any other problems or questions concerning the Work
Processing and administration of public complaints
Easements and rights-of-entry
Other contracts
The franchise utilities may be present at the preconstruction conference, and the Contractor should be
prepared for their review and discussion of progress schedule and coordination.
1-08.0(2) Hours of Work
Section 1-08.0(2) is a new subsection:
Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal
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straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m.
and 4:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day Work week. The normal
straight time 8-hour working period for the Contract shall be established at the preconstruction
conference or prior to the Contractor commencing the Work.
If a Contractor desires to perform Work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 5:00
p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to Work such times.
Permission to Work longer than an 8-hour period between 7:00 a.m. an 5:00 p.m. is not required. Such
requests shall be submitted to the Engineer no later than noon on the working day prior to the day for
which the Contractor is requesting permission to Work.
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 7:00 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 Contracting Agency's noise control regulations or complaints are received from the public or
adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall
have no claim for damages or delays should such permission be revoked for these reasons.
Permission to Work Saturdays, Sundays, holidays or other than the agreed upon normal straight time
working hours Monday through Friday may be given subject to certain other conditions set forth by the
Contracting Agency or the Engineer. These conditions may include but are not limited to: requiring the
Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring
the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting
Agency employees who worked during such times; considering the Work performed on Saturdays,
Sundays, and holidays as working days with regards to the Contract Time; and considering multiple Work
shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a
single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the
material testing labs; inspectors; and other Contracting Agency employees when in the opinion of the
Engineer such Work necessitates their presence.
1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees
Section 1-08.0(3) is a new subsection:
Where the Contractor elects to Work on a Saturday, Sunday, holiday, or longer than an 8-hour Work shift
on a regular working day, as defined in the Standard Specifications, such Work shall be considered as
overtime Work. On all such overtime Work an inspector will be present, and a survey crew may be
required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the
full amount of the straight time plus overtime costs for employees and representative(s) of the
Contracting Agency required to Work overtime hours.
The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from the
amount due or to become due the Contractor.
1-08.1 Subcontracting
Revise the second paragraph to read:
The Contractor shall not subcontract Work unless the Engineer approves in writing. Each request to .
subcontract shall be on the form the Engineer provides. If the Engineer requests, the Contractor shall
provide proof that subcontractor has the experience, ability, and equipment the Work requires. The
Contractor shall require each subcontractor to comply with Section 1-07.9 and to furnish all certificates
and statements required by the Contract. The Contractor shall require each subcontractor of every tier to
meet the responsibility criteria stated in RCW 39.06, and shall include these requirements in every
subcontract of every tier.
.Section 1-08.1 is supplemented as follows:
Written requests for change in subcontractors shall be submitted by the Contractor to the Engineer at
least 7 calendar days prior to start of a subcontractor's Work.
The Contractor agrees that he/she is fully responsible to the Owner for the acts and omissions of all
subcontractors and lower-tier subcontractors, and persons either directly or indirectly employed by the
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subcontractors, as well as for the acts and omissions of persons directly employed by the Contractor. The
Contractor shall be required to give personal attention to the Work that is sublet. Nothing contained in
the Contract Documents shall create any contractual relation between any subcontractor and the Owner.
The Contractor shall be responsible for making sure all subcontractors submit all required documentation,
forms, etc.
1-08.2 Assignment
The second paragraph of Section 1-08.2 is modified as follows:
The Contractor shall not assign any moneys due or to become due to the Contractor hereunder without
the prior written consent of the Owner. The assignment, if approved, shall be subject to all setoffs,
withholdings, and deductions required by law and the Contract.
1-08.3 Progress Schedule
Section 1-08.3 is supplemented as follows:
The progress schedule for the entire project shall be submitted 7 calendar days prior to the
Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM),
preferably using Microsoft Project or equivalent software. The schedule shall contain this information, at
a minimum:
1. Construction activities, in sufficient detail that all activities necessary to construct a complete and
functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar
days shall be subdivided until no sub-element has a duration exceeding 30 calendar days.
The schedule shall clearly indicate the activities that comprise the critical path. For each activity not
on the critical path,the schedule shall show the float, or slack,time.
2. Procurement of material and equipment.
3. Submittals requiring review by the Engineer. Submittal by the Contractor and review by the
Engineer shall be shown as separate activities.
4. Work to be performed by a subcontractor, agent,or any third party.
5. Allowances for delays that could result from normal inclement weather (time extensions due to
inclement weather will not be allowed).
6. Allowances for the time required by utilities (Owner's and others)to locate, monitor, and adjust their
facilities as required.
The Engineer may request the Contractor to alter the progress schedule when deemed necessary in the
opinion of the Engineer, in the interest of public safety and welfare of the Owner, or for coordination with
any other activity of other contractors, the availability of all or portions of the job site, or special
provisions of this Contract, or to reasonably meet the completion date of the project. The Contractor
shall provide such revised schedule within 10 days of request.
If, at any time, in the opinion of the Engineer, the progress of construction falls significantly behind
schedule, the Contractor may be required to submit a plan for regaining progress and a revised schedule
indicating how the remaining Work items will be completed within the authorized contract time.
The Contractor shall promptly report to the Engineer any conditions that the Contractor feels will require
revision of the schedule and shall promptly submit proposed revisions in the progress schedule for
acceptance by the Engineer. When such changes are accepted by the Engineer,the revised schedule shall
be followed by the Contractor.
Weekly Schedule. The Contractor shall submit a weekly progress schedule to the Engineer which sets
forth specific Work to be performed the following week, and a tentative schedule for the second week.
Failure to Maintain Progress Schedule. The Engineer will check actual progress of the Work against the
progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress
in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of,
the Contractor, the proposed construction schedule cannot be, met, the Engineer will require the
Contractor to submit a revised schedule to the Engineer for acceptance. The approved revisions will
thereafter, in all respects, apply in Lieu of the original schedule.
Failure of the Contractor to follow the progress schedule submitted and accepted, including revisions
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thereof, shall relieve the Owner of any and all responsibility for furnishing and making available all or any
portion of the job site, and will relieve the Owner of any responsibility for delays to the Contractor in the
performance of the Work.
The cost of preparing the progress schedule, any supplementary progress schedules, and weekly
schedules shall be considered incidental to the Contract and no other compensation shall be made.
1-08.4 Notice to Proceed and Prosecution of the Work
Section 1-08.4 is replaced with the following:
Notice to Proceed will be given after the Contract has been executed and the Contract bond and evidence
of insurances have been approved and filed by the Owner. 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 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. There shall be no voluntary shutdowns or slowing of operations by the Contractor without prior
approval of the Engineer. Such approval she'll not relieve the Contractor from the contractual obligation to
complete the Work within the prescribed Contract Time.
1-08.5 Time For Completion
The first five paragraphs of Section 1-08.5 are deleted and replaced with the following:
The Work shall be physically completed in its entirety within the time specified in the Contract
Documents or as extended by the Engineer. The Contract Time will be stated in "working days", shall
begin on the Notice To Proceed date, or the date identified in the Notice to Proceed as "the first working
day", and shall end on the Contract Completion date.
A non-working day is defined as a Saturday, a Sunday, a day on which the Contract specifically suspends
Work, or one of these holidays: January 1, third Monday of January, Memorial Day, July 4, Labor Day,
November 11, Thanksgiving Day, the day after Thanksgiving, and. Christmas Day. The day before
Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas
shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas
Day occurs on a Saturday,the two preceding working days shall be observed as holidays. When Christmas
day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays
other than Christmas fall on a Saturday, the preceding Friday will be counted as a non-working day and
when they fall on a Sunday the following Monday will be counted as a non-working day. The Contract
Time has been established to allow for periods of normal inclement weather that,from historical records,
is to be expected during the Contract Time, and during which periods, Work is anticipated to be
performed. Each successive working day, beginning with the Notice to Proceed date and ending with the
Physical Completion date, shall be charged to the Contract Time as it occurs except a day, or part of a day,
which is designated a non-working day or an Engineer determined unworkable day.
Because the City will be closed and the employees furloughed, the following dates shall also be
considered non-working days; Friday, May 22, 2009; Friday, September 4, 2009; Monday, October 12,
2009; and Wednesday, November 25, 2009.
The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged
against the Contract Time for the preceding week; (2) the Contract Time in working days; (3) the number
of working days remaining in the Contract Time; (4) the number of non-working days; and (5) any partial
or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated
with the Contractor's current approved progress schedule. If the Contractor elects to work 10 hours a day
and 4 days a week (a 4-10 schedule), and the fifth day of the week in which a 4-10 shift is worked would
ordinarily be charged as a working day, then the fifth day of that week will be charged as a working day
whether or not the Contractor works on that day.
The Contractor will be allowed 10 calendar days from the date of each report in which.to file a written
protest of an alleged discrepancy in the Contract Time as reported. Otherwise,the report will be deemed
to have been accepted by the Contractor as.correct.
The requirements for scheduling the Final Inspection and establishing the Substantial Completion,
Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12.
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Revise the seventh paragraph to read:
The Engineer will give the Contractor written notice of the completion date of the Contract after all the
Contractor's obligations under the Contract have been performed by the Contractor. The following
events must occur before the Completion Date can be established:
r 1. The physical Work on the project must be complete; and
2. The Contractor must furnish all documentation required by the Contract and required bylaw,to
allow the Contracting Agency to process final acceptance of the Contract. The following documents
must be received by the Project Engineer prior to establishing a_completion date:
a. Certified Payrolls (Federal-aid Projects)
b. Material Acceptance Certification Documents
c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts
Credited as DBE Participation, as required by the Contract Provisions.
d. FHWA 47 (Federal-aid Projects)
e. Final Contract Voucher Certification
f. Property owner releases per Section 1-07.24
Section 1-08.5 is supplemented as follows:
Within 10 calendar days after execution of the Contract by the Contracting Agency, the Contractor shall
provide the Contracting Agency with copies of purchase orders for all equipment items deemed critical by
the Contracting Agency, including but not limited to signal controller materials, lighting standards, and
signal standards required for the physical completion of the Contract. Such purchase orders shall disclose
the estimated delivery dates for the equipment.
All items of Work that can be performed without delivery of the critical items shall start and be
completed as soon as possible. At that time, the Engineer may suspend the Work upon request of the
Contractor until the critical items are delivered to the Contractor, if the Contracting Agency received a
purchase order within 10 calendar days after execution of the Contract by the Contracting Agency.
The Contractor will be entitled to only one such suspension of time during the performance of the Work
and during such suspension shall not perform any additional Work on the project. Upon delivery of the
critical items,contract time will resume and continue to be charged in accordance with Section 1-08.
1-08.6 Suspension of Work
Section 1-08.6 is supplemented as follows:
Owner may at any time suspend the Work, or any part thereof, by giving notice to the Contractor in
writing. The Work shall be resumed by the Contractor within 14 calendar days after the date fixed in the
written notice from the Owner to the Contractor to do so.
The Contractor shall not suspend Work under the Contract without the written order of the Owner.
If it has been determined that the Contractor is entitled to an extension of time, the amount of such
extension shall be only to compensate for direct delays, and shall be based upon the Contractor's
diligently pursuing the Work at a rate not less than that which would have been necessary to complete
the original Contract Work on time.
1-08.7 Maintenance during Suspension
Revise the second paragraph to read:
At no expense to the Contracting Agency, the Contractor shall provide through the construction area a
safe, smooth, and unobstructed roadway, sidewalk, driveway, and path for public use during suspension
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(as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour.
1-08.9 Liquidated Damages
Section 1-08.9 is supplemented as follows:
In addition,the Contractor shall compensate the Owner for actual engineering inspection and supervision
costs and any other expenses and legal fees incurred by the Owner as a result of such delay. Such labor
costs will be billed to the Contractor at actual costs, including administrative overhead costs.
In the event that the Owner is required to commence any lawsuit in order to enforce any provision of this
Contract or to seek redress for any breach thereof, the Owner shall be entitled to recover its costs,
including reasonable attorneys fees,from the Contractor.
1-08.11 Contractor's Plant and Equipment
Section 1-08.11 is a new Section:
The Contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his
and his subcontractor's plant and equipment. The Owner shall have the right to make use of the
Contractor's plant and equipment in the performance of any Work on the site of the Work.
The use by the Owner of such plant and equipment shall be considered as extra Work and paid for
accordingly.
Neither the Owner nor the Engineer assumes any responsibility, at any time, for the security of the site
from the time the Contractor's operations have commenced until final acceptance of the Work by the
Engineer and the Owner. The Contractor shall employ such measures as additional fencing, barricades,
and watchmen service, as he deems necessary for the public safety and for the protection of the site and
his plant and equipment. The Owner will be provided keys for all fenced, secured areas.
1-08.12 Attention to Work
Section 1-08.12 is a new section:
The Contractor shall give his personal attention to and shall supervise the Work to the end that it shall be
prosecuted faithfully, and when he is not personally present on the Work site, he shall at all times be
represented by a competent superintendent who shall have full authority to execute the same, and to
supply materials, tools, and labor without delay, and who shall be the legal representative of the
Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him
or to his authorized representative.
1-09 MEASUREMENT AND PAYMENT
1-09.1 Measurement of Quantities
Section 1-09.1 is supplemented by adding the following:
Lump Sum. The percentage of lump sum Work completed, and payment will be based on the cost
percentage breakdown of the lump sum bid price(s)submitted at the preconstruction conference.
The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list
the items included in the lump sum together with a unit price of labor, materials, and equipment for each
item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit
price values may be used as a guideline for determining progress payments or deductions or additions in
payment for ordered Work changes.
Cubic Yard Quantities. The Contractor shall provide truck trip tickets for progress payments only in the
following manner. Where items are specified to be paid by the cubic yard,the following tally system shall
be used.
All trucks to be employed on this Work will be measured to determine the volume of each truck. Each
truck shall be clearly numbered, to the satisfaction of the Engineer, and there shall be no duplication of
numbers.
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Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project.
All tickets received that do not contain the following information will not be processed for payment:
1 Truck number
2 Quantity and type of material delivered in cubic yards
3 Drivers name, date and time of delivery
4 Location of delivery, by street and stationing on each street
5 Place for the Engineer to acknowledge receipt
6 Pay item number
7 Contract number and/or name
It will be the Contractor's responsibility to see that a ticket is given to the Engineer on the project for each
truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets.
Loads will be checked by the Engineer to verify quantity shown on ticket.
Quantities by Ton. It will be the Contractor's responsibility to see that a certified weight ticket is given to
the Inspector on the project at the time of delivery of materials for each truckload delivered. Pay
quantities will be prepared on the basis of said tally tickets, delivered to Inspector at time of delivery of
materials. Tickets not receipted by Inspector will not be honored for payment.
Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication
of numbers.
Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. All
tickets received that do not contain the following information will not be processed for payment:
1. Truck number
2. Truck tare weight (stamped at source)
3. Gross truckload weight in tons (stamped at source)
4. Net load weight (stamped at source)
5. Driver's name, date, and time of delivery
6. Location for delivery by street and stationing on each street
7. Place for the Engineer to acknowledge receipt
8. Pay item number
9. Contract number and/or name
1-09.3 Scope of Payment
Section 1-09.3 is supplemented by adding the following:
The bid items listed in Section 1-09.14 will be the only items for which compensation will be made for the
Work described in each section of the Standard Specifications when the Contractor performs the
specified Work. Should a bid item be listed in a "Payment" clause but not in the Proposal Form, and Work
for that item is performed by the Contractor and the Work is not stated as included in or incidental to a
pay item in the Contract and is not Work that would be required to complete the intent of the Contract
per Section 1-04.1, then payment for that Work will be made as for Extra Work pursuant to a Change
Order.
The words "Bid Item," "Contract Item," and "Pay Item," and similar terms used throughout the Contract
Documents are synonymous.
If the "payment" clause in the Specifications relating to any unit bid item price in the Proposal Form
requires that said unit bid item price cover and be considered compensation for certain Work or material
essential to the item,then the Work or material will not be measured or paid for under any other unit bid
item which may appear elsewhere in the Proposal Form or Specifications.
Pluralized unit bid items appearing in these Specifications are changed to singular form.
Payment for bid items listed or referenced in the "Payment" clause of any particular section of the.
Specifications shall be considered as including all of the Work required, specified, or described in that
particular section. Payment items will generally be listed generically in the Specifications, and specifically
in the bid form. When items are to be "furnished" under one payment item and "installed" under
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another payment item, such items shall be furnished FOB project site, or, if specified in the Special
Provisions, delivered to a designated site. Materials to be "furnished," or "furnished and installed" under
these conditions, shall be the responsibility of the Contractor with regard to storage until such items are
incorporated into the Work or, if such items are not to be incorporated into the Work, delivered to the
applicable Contracting Agency storage site when provided for in the Specifications. Payment for material
"furnished," but not yet incorporated into the Work, may be made on monthly estimates to the extent
allowed.
1-09.6 Force Account
Section 1-09.6 is supplemented as follows:
Owner has estimated and included in the proposal, dollar amounts for all items to be paid per force
account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part
of the Contractor's total bid. However, the Owner does not warrant expressly or by implication that the
actual amount of Work will correspond with those estimates. Payment will be made on the basis of the
.amount of Work actually authorized by the Engineer.
1-09.7 Mobilization
Section 1-09.7 is supplemented as follows:
Mobilization shall also include, but not be limited to, the following items: the movement of Contractor's
personnel, equipment, supplies, and incidentals to the project site; the establishment of an office,
buildings, and other facilities necessary for Work on the project; providing sanitary facilities for the
Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished
by the Owner.
This item shall also include providing the Engineer and the Inspectors with access to telephone, facsimile
machine, and copy machine during all hours the Contractor is working on the jobsite; and a table and
chair for their use when needed.
Payment will be made for the following bid item(s):
"Mobilization & Demobilization," Lump Sum.
1-09.9 Payments
Delete the third paragraph and replace it with the following:
Progress payments for completed Work and material on hand will be based upon progress estimates
prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction
meeting.
The initial progress estimate will be made not later than 30 days after the Contractor commences the
Work, and successive progress estimates will be made every month thereafter until the Completion Date.
Progress estimates made during progress of the Work are tentative, and made only for the purpose of
determining progress payment. The progress estimates are subject to change at any time prior to the
calculation of the final payment.
The value of the progress estimate will be the sum of the following:
I. Unit Price Items in the Bid Form—the approximate quantity of acceptable units of Work completed
multiplied by the unit price.
2. Lump Sum Items in the Bid Form—the estimated percentage complete multiplied by the Bid Forms
amount for each lump sum item,or per the schedule of values for that item.
3. Materials on Hand—100 percent of invoiced cost of material delivered to job site or other storage
area approved by the Engineer.
4. Change Orders—entitlement for'approved extra cost or completed extra Work as determined by the
Engineer.
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Progress payments will be made in accordance with the progress estimate less:
1. Retainage per Section 1-09.9(1);
2. The amount of Progress Payments previously made; and
3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract
Documents.
Progress payments for Work performed shall not be evidence of acceptable performance or an admission
by the Contracting Agency that any Work has been satisfactorily completed.
Payments will be made by check or electronic transfer, issued by the Contracting Agency's fiscal officer,
against the appropriate fund source for the project. Payments received on account of Work performed
by a subcontractor are subject to the provisions of RCW 39.04.250.
Section 1-09.9 is supplemented as follows:
Applications for payment shall be itemized and supported to the extent required by the Engineer by
receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and
other such evidence of the Contractor's right to payment as the Engineer may direct.
The Contractor shall submit a progress report with each monthly request for a progress payment. The
progress report shall indicate the estimated percent complete for each activity listed on the progress
schedule (see Section 1-08.3).
1-09.9(1) Retainage
Section 1-09.9(1) is supplemented as follows:
The retained amount shall be released as stated in the Standard Specifications if no claims have been filed
against such funds as provided by law, and if the Owner has no unsatisfied claims against the Contractor.
In the event claims are filed, the Owner shall withhold, until such claims are satisfied, a sum sufficient to
satisfy all claims and to pay attorney's fees. In addition, the Owner shall withhold such amount as is
required to satisfy any claims by the Owner against the Contractor, until such claims have been finally ,
settled.
Neither the final payment nor any part of the retained percentage shall become due until the Contractor,
if requested, delivers to the Owner a complete release of all liens arising out of this Contract, or receipts
in full in lieu thereof, and, if required in either case, an affidavit that so far as the Contractor has
knowledge or information, the release and receipts include all labor and materials for which a lien could
be filed: but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full,furnish
a bond satisfactorily to the Engineer to indemnify the Owner against the lien. If any lien remains
unsatisfied after all payments are made, the Contractor shall reimburse to the Owner all monies that the
latter may be compelled to pay in discharging such lien, including all costs and reasonable engineer's and
attorney's fees.
1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts
Section 1-09.9(2) is a new section:
In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12 and
RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an
amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be
necessary to cover the Contracting Agency's costs for or to remedy the following situations:
1. Damage to another contractor when there is evidence thereof and a claim has been filed.
2. Where the Contractor has not paid fees or charges to public authorities of municipalities,
which the Contractor is obligated to pay.
3. Utilizing material tested and inspected by the Engineer,for purposes not connected with the
Work(Section 1-05.6).
4. Landscape damage assessments per Section 1-07.16.
5. For overtime Work performed by City personnel per Section 1-08.1(4).
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6. Anticipated or actual failure of the Contractor to complete the Work on time:
a. Per Section 1-08.9 Liquidated Damages; or
b. Lack of construction progress based upon the Engineer's review of the Contractor's
approved progress schedule,which indicates the Work will not be complete within the
contract time. When calculating an anticipated time overrun,the Engineer will make
allowances for weather delays, approved unavoidable delays, and suspensions of the
Work.The amount withheld under this subparagraph will be based upon the liquidated
damages amount per day set forth in Contract Documents multiplied by the number of
days the Contractor's approved progress schedule, in the opinion of the Engineer,
indicates the Contract may exceed the Contract Time.
7. Failure of the Contractor to perform any of the Contractor's other obligations under the
Contract, including but not limited to:
a. Failure of the Contractor to provide the Engineer with a field office when required by the
Contract Provisions.
b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate
survey Work as required by Section 1-05.5.
c. Failure of the Contractor to correct defective or unauthorized Work(Section 1-05.8).
d. Failure of the Contractor to furnish a Manufacture's Certificate of Compliance in lieu of
material testing and inspection as required by Section 1-06.3.
e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct
underpayment to employees of the Contractor or subcontractor of any tier as required by
Section 1-07.9.
f. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required
by Section 1-07.10.
g. Failure of the Contractor to submit and obtain approval of a progress schedule per
Section 1-08.3.
The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as
have been withheld pursuant to this Section to a party or parties who are entitled to payment.
Disbursement of such funds, if the Engineer elects to do so will be made only after giving the
Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if
prior to the expiration of the 15-calendar day period,
1. No legal action has commenced to resolve the validity of the claims, and
2. The Contractor has not protested such disbursement.
A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this Section
will be made. A payment made pursuant to this section shall be considered as payment made under
the terms and conditions of the Contract. The Contracting Agency shall not be liable to the
Contractor for such payment made in good faith.
1-09.9(3) Final Payment
Section 1-09.9(2) is a new section:
Upon Acceptance of the Work by the Contracting Agency, the final amount to be paid the Contactor will
be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor
of the final payment shall be and shall operate as a release:
1. To the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in
stated amounts as may be specifically excepted in writing by the Contractor;
2. For all things done or furnished in connection with the Work;
3. For every act and neglect by the Contracting Agency; and
4. For all other claims and liability relating to or arising out of the Work.
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A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor's
Surety from any obligation required under the terms of the Contract Documents or the Contract Bond;
nor shall such payment constitute a waiver of the Contracting Agency's ability to investigate and act upon
findings of non-compliance with the WMBE requirements of the Contract; nor shall such payment
preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other
remedies as may be permitted by law.
Before the Work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit, on
the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or
women business enterprises (WBE) participating in the Work. Such affidavit shall certify the amounts
paid to the DB, MBE or WBE subcontractors regardless of tier.
On federally funded projects the Contractor may also be required to execute and furnish the Contracting
Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money
pursuant to Section 1-07.19 of these Specifications.
If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other
documents required for the final acceptance of the Contract,the Contracting Agency reserves the right to
establish a completion date and unilaterally accept the Contract. Unilateral acceptance will occur only
after the Contractor has been provided_ the opportunity, by written request from the Engineer, to
voluntarily submit such documents. If.voluntary compliance is not achieved, formal notification of the
impending unilateral acceptance will be provided by certified letter from the Engineer to the Contractor
that will provide 30 calendar days for the Contractor to submit the necessary documents. The 30-
calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer
requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept
the Contract will apply to contracts that are completed in accordance with Section 1-08.5 for contracts
that are terminated in accordance with Section 1-08.10. Unilateral acceptance of the Contract by the
Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the
responsibility to comply with all laws, ordinances, and federal, state, and local regulations that affect the
Contract. The date the Contracting Agency unilaterally signs the Final Progress Estimate constitutes the
final acceptance date (Section 1-05.12).
1-09.11 Disputes and Claims
1-09.11(2) Claims
Paragraph 5 is revised as follows:
Failure to submit with the Final Application for Payment such information and details as described in this
section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1-
09.9.
1-09.11(3) Time Limitations and Jurisdiction
Paragraph 1, Sentence 1 is revised as follows:
...such claims or causes of action shall be brought in the Superior Court of the county where the Work is
performed.
1-09.13 Claims and Resolutions
1-09.13(3) Claims$250,000 or Less
Delete this Section and replace it with the following:
The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less,
submitted in accordance with Section 1-09.11 and not resolved by nonbonding ADR processes, shall be
resolved through litigation, unless the parties mutually agree in writing to resolve the claim through
binding arbitration.
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1-09.13(3)A Administration of Arbitration
Revise the third paragraph to read:
The Contracting Agency and the Contractor mutually agree to be bound.by the decision of the arbitrator,
and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the
county in which the Contracting Agency's headquarters are located. The decision of the arbitrator and
the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for
decisions.
1-09.13(3)B Procedures to Pursue Arbitration
Section 1-09.13(3)B is supplemented by adding:
The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the
aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for
review by the superior court of King County, Washington. The grounds for the petition for review are
limited to showing that the findings and decision:
1. Are not responsive to the questions submitted;
2. Is contrary to the terms of the contract or any component thereof;
3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted
to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings
and conclusions based on the evidence adduced at any such hearing.
The arbitration shall be conducted in accordance with the statutes of the State of Washington and court
decisions governing such procedure.
The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the board's
majority opinion that the Contractor's filing of the protest or action is capricious or without reasonable
foundation. In the latter case, all costs shall be borne by the Contractor.
1-09.14 Payment Schedule
Measurement and Payment Schedule for Bid Items
Section 1-09.14 is a new section:
1-09.14(1) Scope
Section 1-09.14(1) is a new section:
A. Payment for the various items of the bid sheets, as further specified herein, shall include all
compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and
manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of
Work being described, as necessary to complete the various items of the Work all in accordance
with the requirements of the Contract Documents, including all appurtenances thereto, and
including all costs of compliance with the regulations of public agencies having jurisdiction,
including Safety and Health Administration of the U.S. Department of Labor(OSHA). No separate
payment will be made for any item that is not specifically set forth in the Bid Schedules, and all
costs therefore shall be included in the prices named in the Bid Schedules for the various
appurtenant items of Work.
B. The Owner shall not pay for material quantities, which exceed the actual measured amount used
and approved by the Engineer.
C. It is the intention of these Specifications that the performance of all Work under the bid for each
item shall result in the complete construction, in an accepted operating condition, of each item.
Work and material not specifically listed in the proposal but required in the Plans, Specifications,
and general construction practice, shall be included in the bid price. No separate payment will
be made for these incidental items.
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1-09.14(2) Bid Items
1-09.14(2)A Mobilization & Demobilization (Bid Item 01)
Section 1-09.14(2)A is a new section:
Measurement for "Mobilization & Demobilization", shall be lump sum. The lump sum price shown shall
cover the complete cost of furnishing and installing, complete and in-place all Work and materials
necessary to move and organize equipment and personnel onto the job site, provide and maintain all
.necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for
construction operations, and maintain the site and surrounding areas during construction, provide
protection of existing utilities, provide component and system testing, final clean-up of the site, and
move all personnel and equipment off the site after contract completion.
Payment for mobilization will be made at the lump sum amount bid (NOT to exceed 80% of bid price
prior.to completion of construction) based on the percent of completed Work as defined in the 2008
Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT) for mobilization.
Payment for the remaining 20% (demobilization) will be made upon completion and final clean up of the
construction site. Such payment will be complete compensation for all mobilization of employees,
equipment and materials, preparation of all necessary submittals, bonds, insurance, site improvements,
clean-up etc. all in conformance with the Contract Documents. This bid item may not be more than ten
percent(10%)of the total amount of Bid.
1-09.14(2)B Trench Excavation Safety Systems (Bid Item 02)
Section 1-09.14(2)B is a new Section:
Measurement for "Trench Excavation Safety Systems" will be based on a percentage defined as the
amount of sanitary sewer pipelines installed divided by the total length of sanitary sewer pipe shown to
be installed.
Payment for "Trench Excavation Safety Systems" will be made at the measured percentage amount for
the pay period times the lump sum amount bid, said payment will be complete compensation for all
equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and
constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as
required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17,
etc., required to complete this item of Work in conformance with the Contract Documents.
1-09.14(2)C Construction Surveying, Staking, and As-Builts (Bid Item 03)
Section 1-09.14(2)C is a new section:
Measurement for "Construction Surveying, Staking, and As-Builts" will be based on the percentage of
total Work complete, by dollar value, at the time of measurement.
Payment for "Construction Surveying, Staking, and As-Builts" will be made at the measured percentage
amount for the pay period times the lump sum amount bid, said payment will be complete compensation
for all labor, materials, equipment, travel, surveying needed to construct the improvements to the line
and grade as shown on the Plans, to provide the required construction and as-constructed field (as-built
information) notes and drawings, etc. required to complete this item of Work in conformance with the
Contract Documents. No more than 50% of the bid amount for this item shall be paid prior to the
review and acceptance of the as-constructed information by the Engineer.
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1-09.14(2)D Traffic Control (Bid Item 04)
Section 1-09.14(2)D is a new section:
Measurement for "Traffic Control" will be based on the percentage of total Work complete, by dollar
value, at the time of measurement.
Payment for"Traffic Control" will be made at the measured percentage amount for the pay period times
the lump sum amount bid, said payment will be complete compensation for all labor, materials,
equipment, preparing and conforming to the approved Traffic Control Plan, provide for public
convenience and safety, detours, flagging, barricades, sequential arrow boards, signs, traffic control
devices, temporary striping, cleanup, etc. required to complete this item of Work in conformance with
the Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD).
1-09.14(2)E Temporary Erosion/Sedimentation Controls (Bid Item 05)
Section 1-09.14(2)E is a new section:
Measurement for "Temporary Erosion/Sedimentation Controls" will be based on the percentage of total
Work complete, by dollar value, at the time of measurement.
Payment for "Temporary Erosion/Sedimentation Controls" will be at the lump sum amount bid, which
payment shall be complete compensation for all labor, materials, equipment, straw-bale dikes, silt
fencing, plastic sheeting, etc. required to complete this item of Work in conformance with Contract
Documents.
1-09:14(2)F Television Inspection of Open-Cut Sanitary Sewers (Bid Item 06)
Section 1-09.14(2)F is a new section:
Measurement for "Television Inspection of Open-Cut Sanitary Sewers" will be based on the lineal feet of
pipe inspected.
Payment for "Television Inspection of Open-Cut Sanitary Sewers" in accordance with specification
Section 7-17.3(4)1 will be made at the amount bid per linear foot, which payment will be considered
complete compensation for all labor, materials, equipment to perform television inspection and
preparation of a DVD record of all new sanitary sewers constructed by excavate and replace methods as
part of the project and provision of record DVDs to the Engineer. Atmospheric testing for manhole
access shall be incidental to this Bid item.
1-09.14(2)G Furnish and Install 12" PVC Sewer Pipe(Bid Item 07)
Section 1-09.14(2)G is a new section:
Measurement for "Furnish and Install 12" PVC Sewer Pipe" will be based on lineal footage measured
horizontally over the centerline of the installed pipe.
Payment for "Furnish and Install 12" PVC Sewer Pipe" will be made at the amount bid per linear foot,
which payment will be complete compensation for all labor, materials, equipment, hauling, pavement
cutting, pavement removal, excavation, dewatering, locating all existing utilities and potholing in advance
for horizontal and vertical location, bypass pumping, removal and disposal of waste material 'including
existing pipes and structures in the excavation, pipe of the size and type required (main line and side
sewer), gaskets, Fernco style "strong-back" couplings, installation, laying and joining pipe and fittings,
bedding, and pipe zone fill material, appurtenances, removal and disposal of subsequent backfill (native)
materials, compaction, water, grading, cleaning, and temporary pavement patching, etc. required to
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complete the Work in accordance with the Contract Documents. Select imported backfill materials are
included in other bid items(See Bid Item 21).
1-09.14(2)H Furnish and Install 8" PVC Sewer Pipe (Bid Item 08)
Section 1-09.14(2)H is a new section:
Measurement for "Furnish and Install 8" PVC.Sewer Pipe" will be based on lineal footage measured
horizontally over the centerline of the installed pipe.
Payment for "Furnish and Install 8" PVC Sewer Pipe" will be made at the amount bid per linear foot,
which payment will be complete compensation for all labor, materials, equipment, hauling, pavement
cutting, pavement removal, removal of existing clean outs, excavation, dewatering, locating all existing
utilities and potholing in advance for horizontal and vertical location, bypass pumping, removal and
disposal of waste material including existing pipes and structures in the excavation, pipe of the size and
type required (main line and side sewer), gaskets, Fernco style "strong-back" couplings, installation,
laying and joining pipe and fittings, bedding, and pipe zone fill material, appurtenances, removal and
disposal of subsequent backfill (native) materials, compaction, water, grading, cleaning, and temporary
pavement patching, etc. required to complete the Work in accordance with the Contract Documents.
Select imported backfill materials are included in other bid items (See Bid Item 21).
1-09.14(2)1 Connect New Sewer to Existing Sewer Manhole (Bid Item 09)
Section 1-09.14(2)1 is a new section:
Measurement for connect new sewer to existing sewer manhole will be per each in conformance with
the Contract Documents and includes the connection of the new 12" PVC sanitary sewer to the existing
manhole at the intersection of SW Langston Rd and SW Sunset Blvd (Sheet 2 of the Plans) and the
connection of the new 12" PVC sanitary sewer to the existing manhole in Stevens Ave SW (Sheet 8 of the
Plans).
Payment for connect new sewer to existing sewer manhole will be made at the unit price bid per each,
which payment will be complete compensation for all labor, equipment, materials, hauling, pavement
cutting, pavement removal, dewatering, locating all existing utilities and potholing in advance for
horizontal and vertical location, excavation, bypass pumping, removal and disposal of waste material
including existing pipes and structures in the excavation, foundation material, core-drilling, Kor-N-Seal
boot or sand collar, installation, appurtenances, bedding,stockpile and placement of subsequent backfill
(native) materials, compaction, water, cleaning, temporary pavement patching, and cleanup, etc.
required to complete all reconnect new sewer to existing sewer facility in conformance with the Contract
Documents. Select imported backfill materials are included in other bid items (see Bid Item 21).
Atmospheric testing for manhole access shall be incidental to this Bid item.
1-09.14(2)1 Furnish and Install S4" Diameter Sanitary Sewer Manhole(Bid Item 10)
Section 1-09.14(2)) is a new section:
Measurement for "Furnish and Install 54" Diameter Sanitary Sewer Manhole" will be per each for each
type manhole installed in conformance with the Contract Documents.
Payment for "Furnish and Install 54" Diameter Sanitary Sewer Manhole" will be made at the unit price
bid per each, which payment will be complete compensation for all labor, equipment, materials, hauling,
pavement cutting, pavement• removal, removal or abandonment of existing cleanout, dewatering,
locating all existing utilities and potholing in advance for horizontal and vertical location, excavation,
bypass pumping, removal and disposal of waste material including existing pipes and structures in the
excavation, foundation material, concrete base, precast concrete manhole sections, gaskets, coating
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system (sealer), manhole frame and lid, installation, "Expanded Polypropylene" adjustment rings,
adjustment of frames to grade, ladder and rungs, appurtenances, connections, channeling, reconnection
to existing sewer pipes, removal and disposal of subsequent backfill (native) materials, compaction,
water, cleaning, temporary pavement patching, and testing, etc. required to complete all manholes in
conformance with the Contract Documents. Select imported backfill materials are included in other bid
items (see Bid Items 21).
1-09.14(2)K Manhole Modification including Inside Drop (Bid Item 11)
Section 1-09.14(2)K is a new section:
Measurement for "Manhole Modification including Inside Drop" will be per each for each type manhole
modification installed in conformance with the Contract Documents.
Payment for "Manhole Modification including Inside Drop" will be made at the unit price bid per each,
which payment will be complete compensation for all labor, equipment, materials, hauling, pavement
cutting, pavement removal, dewatering, locating all existing utilities and potholing in advance for
horizontal and vertical location, excavation, bypass pumping, removal and disposal of waste material
including existing pipes and structures in the excavation, precast concrete manhole sections of the size
required, flat top manhole section, gaskets, coating system (sealer), inside drop piping, fasteners,
hardware, installation, "Expanded Polypropylene" adjustment rings, adjustment of existing frame to
grade, ladder and rungs, appurtenances, connections, channeling, reconnection to existing sewer pipes,
removal and disposal of subsequent backfill (native) materials, compaction, water, cleaning, temporary
pavement patching, and testing, etc. required to complete all manholes in conformance with the
Contract Documents. Select imported backfill materials are included in other bid items (see Bid Items
21). Atmospheric testing for manhole access shall be incidental to this Bid item.
1-09.14(2)L Pre-Installation Cleaning and Inspection for CIPP (Bid Item 12)
Section 1-09.14(2)L is a new Section:
Measurement for"Pre-Installation Cleaning and Inspection for CIPP"will be based on the lineal feet of pipe
inspected and cleaned.
Payment for"Pre-Installation Cleaning and Inspection for CIPP" will be made at the amount bid per linear foot,
which payment will be complete compensation for all labor, materials, equipment, bypass sewer routing,
cleaning, root cutting, internal removal of protruding laterals, removal of hanging gaskets, removal and
disposal of waste material, water, CCTV inspection, provision of record DVDs to the Engineer, etc. required to
complete the Work in accordance with the Contract Documents. Atmospheric testing for manhole access shall
be incidental to this Bid item.
1-09.14(2)M Post Installation Inspection (Bid Item 13)
Section 1-09.14(2)M is a new section:
Measurement for"Post Installation Inspection" will be based on the lineal feet of pipe inspected.
Payment for"Post Installation Inspection" will'be made at the amount bid per linear foot, which payment
will be complete compensation for all labor, materials, equipment, bypass sewer routing, water, CCTV
inspection, provision of record DVDs to the Engineer, etc. required to complete the Work in accordance
with the Contract Documents. Atmospheric testing for manhole access shall be incidental to this Bid
item.
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1-09.14(2)N Furnish and Install 8" Cured-In-Place Pipe (CIPP) (Bid Item 14)
Section 1-09.14(2)N is a new section:
Measurement for "Furnish and.lnstall 8" Cured-In-Place Pipe (CIPP)" will be based on the lineal feet of 8" cured
in place pipe installed. The length will be the number of linear feet of completed installation measured along
the invert and will include the length through. elbows, tees and fittings. The number of linear feet will be
measured from the center of manhole to center of manhole.
Payment for "Furnish and Install 8" Cured-In-Place Pipe (CIPP)" will be made at the amount bid per linear foot,
which payment will be complete compensation for all labor, materials, equipment, and tools necessary or
incidental to furnish and install the cured-in-place-pipe complete in place in accordance with the Plans and
Specifications including water required for "wet out", bypass sewer routing and pipe testing. Dewatering as
required shall be incidental to this bid item. Atmospheric testing for manhole access shall be incidental to this
Bid item.
1-09.14(2)0 Furnish and Install 6" Cured-In-Place Pipe (CIPP) (Bid Item 15)
Section 1-09.14(2)0 is a new section:
Measurement for"Furnish and Install 6" Cured-]n-Place Pipe (CIPP)" will be based on the lineal feet of 6" cured
in place pipe installed. The length will be the number of linear feet of completed installation measured along
the invert and will include the length through elbows, tees and fittings. The number, of linear feet will be
measured from the center of manhole to center of manhole.
Payment for"Furnish and Install 6" Cured-In-Place Pipe (CIPP)" will be made at the amount bid per linear foot,
which payment will be complete compensation for all labor, materials, equipment, and tools necessary or
incidental to furnish and install the cured-in-place-pipe complete in place in accordance with the Plans and
Specifications including water required for "wet out", bypass sewer routing and pipe testing. Dewatering as
required shall be incidental to this bid item. Atmospheric testing for manhole access shall be incidental to this
Bid item.
1-09.14(2)P Reinstate CIPP Laterals (Bid Item 16)
Section 1-09.14(2)P is a new section:
Measurement for"Reinstate CIPP Laterals"will be per each for each side sewer lateral reestablished in
conformance with the Contract Documents.
Payment for "Reinstate CIPP Laterals" will be made at the unit price bid per each, which payment will be
complete compensation for all labor, material, equipment, tools and bypass sewer routing necessary or
incidental to completely reinstate the existing side sewers utilizing robotic cutters in accordance with the
specifications. Dewatering as required shall be incidental to this bid item. Atmospheric testing for manhole
access shall be incidental to this Bid.item.
1-09.14(2)Q Furnish and Install CIPP for Main to Lateral Rehabilitation 8"W' Diameter (Bid Item 17)
Section 1-09.14(2)Q is a new section:
Measurement for "Furnish and Install CIPP for Main to Lateral Rehabilitation 8"x6" Diameter" will be per each
for each 8"x6" main to lateral rehabilitation cured in place pipe installed in conformance with the Contract
Documents.
Payment for "Furnish and Install CIPP for Main to Lateral Rehabilitation 8"x6" Diameter" will be made at the
amount bid per each, which payment will be complete compensation for all labor, materials, equipment, and
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tools necessary or incidental to furnish and install a resin-impregnated one-piece main and lateral cured in
place lining, without excavation, and using air inflation and inversion, complete in place in accordance with the
Plans and Specifications. The unit Contract price shall include, but not limited to: sewer lateral cleaning and
video inspection, water required for "wet out", furnishing and installing liner, bypass sewer routing, and pipe
testing. Coordination with property owners, video inspection, records and reports, disposal of construction
debris, and dewatering, as required, shall be incidental to this Bid item. Atmospheric testing for manhole
access shall be incidental to this Bid item.
1-09.14(2)R Furnish and Install CIPP for Main to Lateral Rehabilitation VxV Diameter (Bid Item 18)
Section 1-09.14(2)R is a new section:
Measurement for "Furnish and Install CIPP for Main to Lateral Rehabilitation 6"x6" Diameter" will be per each
for each 6"x6" main to lateral rehabilitation cured in place pipe installed in conformance with the Contract
Documents.
Payment for "Furnish and Install CIPP for Main to Lateral Rehabilitation 6"x6" Diameter" will be made at the
amount bid per each, which payment will be complete compensation for all labor, materials, equipment, and
tools necessary or incidental to furnish and install a resin-impregnated one-piece main and lateral cured in
place lining, without excavation, and using.air inflation and inversion, complete in place in accordance with the
Plans and Specifications. The unit Contract price shall include, but not limited to: sewer lateral cleaning and
video inspection, water required for "wet out", furnishing and installing liner, bypass sewer routing, and pipe
testing. Coordination with property owners, video inspection, records and reports, disposal of construction
debris, and dewatering, as required, shall be incidental to this Bid item. Atmospheric testing for manhole
access shall be incidental to this Bid item.
1-09.14(2)S Removal and Replacement of Unsuitable Foundation Material (Bid Item 19)
Section 1-09.14(2)S is a new section:
Measurement for removal and replacement of unsuitable foundation material shall be measured in tons
based on the placed weight of material installed. Placement of foundation material will be measured only
for the area(s) authorized by the Engineer. Certified weight tickets shall accompany each load, a copy of
tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or
payment.
Payment for removal and replacement of unsuitable foundation material will be made at the amount bid
per ton, which payment will be complete compensation for all, labor, materials, equipment, excavation,
foundation materials, haul, placement, water, compaction, removal and disposal of waste material, etc.,
required to complete this item of Work in conformance with the Contract Documents.
1-09.14(2)T Select Imported Trench Backfill (Bid Item 20)
Section 1-09.14(2)T is a new section:
Measurement for select imported backfill shall be measured in tons based on the weight of material
installed into the Work. Certified weight tickets shall accompany each load, a copy of tickets shall be
given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only
materials placed within the pay limits shown will be considered for payment. Material placed outside of
the pay limits shown on the Plans or as approved by the Engineer will be deducted from the certified
tickets.
Payment for select imported backfill will be made at the amount bid per ton, which payment will be
complete compensation for all labor, materials, equipment, hauling, placement, water, compaction,
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removal and disposal of waste materials, etc., required to complete this item of Work in conformance
with the Contract Documents.
1-09.14(2)U Asphalt Patch including CSTC (Bid Item 21)
Section 1-09.14(2)U is a new section:
Measurement for asphalt concrete patch shall be measured in square yards, horizontally over the
completed surface of the trench. Pavement repair measurement width shall be as defined by the limit of
trench patch payment shown in the Contract Documents, unless otherwise approved by the Engineer.
Payment for asphalt concrete patch, including crushed surfacing top course (CSTC) and asphalt concrete,
will be made at the amount bid per square yards, which payment will be complete compensation for all
labor, materials, haul, surface preparation, gravel materials including crushed surfacing top course,
compaction, water, temporary trench patch (placement and removal), pavement saw cutting, asphaltic
materials, tack oil, placement, final trench patch, cleanup, etc.; required to complete this item of Work in
conformance with the Contract documents. No additional payment will be made for Work necessary to
correct an asphalt concrete patch not installed in accordance with Specifications.
1-09.14(2)V Replace Pavement Markings and Traffic Buttons(Bid Item 22)
-Section 1-09.14(2)V is a new section:
Measurement for replace pavement markings shall be per lump sum replacement of all crosswalks,
railroad crossing markers, lane markers and all other traffic control elements as shown in the Contract
Documents and/or those that existed prior to construction which are damaged, disrupted or removed as
a result of construction of this project, unless otherwise approved by the Engineer.
Payment for replace pavement markings shall be made per lump sum, which payment will be complete
compensation for all labor, equipment, materials, hauling, paint, traffic buttons, thermoplastic markings,
preparation, finishing, cleanup, etc., required to compete this item in conformance with the Contract
Documents.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.1 General
Revise the first paragraph to read:
The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as
being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs,
warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at
all times from injury or damage as a result of the Contractor's operations which may occur on highways,
roads, streets, sidewalks, or paths. No Work shall be done on or adjacent to any traveled way until all
necessary signs and traffic control devices are in place.
Section 1-10.1 is supplemented by adding the following:
When the bid proposal includes an item for "Traffic Control," the Work required for this item shall be all
items described in Section 1-10, including, but not limited to:
1. Furnishing and maintaining barricades, flashers, construction signing, and other channelization
devices, unless a pay item is in the bid proposal for any specific device and the Special
Provisions specify furnishing, maintaining, and payment in a different manner for that device;
2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic control
labor;
3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs and
other traffic control devices;
4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction
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signs and the traffic control devices, unless a pay item is in the bid proposal to specifically pay
for this Work; and
5. Furnishing labor, material,and equipment necessary for cleaning up, removing, and replacing of
the construction signs and the traffic control devices destroyed or damaged during the life of
the project.
6. Removing existing signs as specified or as directed by the Engineer and delivering to the City
Shops,or storing and reinstalling as directed by the Engineer.
7. Preparing a traffic control plan for the project and designating the person responsible for traffic
control at the Work site. The traffic control plan shall include descriptions of the traffic control
methods and devices to be used by the prime Contractor, and subcontractors, shall be
submitted at or before the preconstruction conference, and shall be subject to review and
approval of the Engineer.
8. Contacting police,fire, 911, and ambulance services to notify them in advance of any Work that
will affect and traveled portion of a roadway.
9. Assuring that all traveled portions of roadways are open to traffic during peak traffic periods,
6:30 a.m.to 8:30 a.m., and 3:00 p.m.to 6:00 p.m., or as specified in the special provisions, or as
directed by the Engineer.
10. Promptly removing or covering all non-applicable signs during periods when they are not
needed.
If no bid item "Traffic Control" appears in the proposal, then all Work required by these sections will be
considered incidental and their cost shall be included in the other items of Work.
If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of equipment, or
services, which could not be usually anticipated, by a prudent Contractor for the maintenance and
protection of traffic, then a new item or items may be established to pay for such items. Further
limitations for consideration of payment for these items are that they are not covered by other pay items
in the bid proposal, they are not specified in the Special Provisions as incidental, and the accumulative
cost for the use of each individual channelizing device, piece of equipment, or service must exceed $200
in total cost for the duration of their need. In the event of disputes, the Engineer will determine what is
usually anticipated by a prudent Contractor. The cost for these items will be by agreed price, price
established by the Engineer, or by force account. Additional items required as a result of the Contractor's
modification to the traffic control plan(s) appearing in the Contract shall not be covered by the provisions
in this paragraph.
If the total cost of all the Work under the Contract increases or decreases by more than 25 percent, an
equitable adjustment will be considered for the item "Traffic Control" to address the increase or
decrease.
Traffic control and maintenance for the safety of the traveling public on this project shall be the sole
responsibility of the Contractor and all methods and equipment used will be subject to the approval of
the Owner.
Traffic control devices and their use shall conform to City of Renton standards and the Manual on Uniform
Traffic Control Devices(MUTCD).
The Contractor shall not proceed with any construction until proper traffic control has been provided to
the satisfaction of the Engineer. Any days lost due to improper traffic control will be charged against the
Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete the
Work.
1-10.2(1)6 Traffic Control Supervisor
Paragraphs 1 and 2 are revised as follows:
A Traffic Control Supervisor (TCS) shall be on the project whenever traffic control. labor is required or as
authorized by the Engineer.
The TCS shall assure that all the duties of the TCS are performed during the duration of the Contract.
During non-Work periods,the TCS shall be able to be on the job site within a 45-minute time period after
notification by the Engineer.
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1-10.2(2) Traffic Control Plans
Section 1-10.2(2) is supplemented as follows:
The Contractor shall be responsible for assuring that traffic control is installed and maintained in
conformance to established standards. The Contractor shall continuously evaluate the operation of the
traffic control plan and take prompt action to correct any problems that become evident during
operation.
1-10.3 Flagging, Signs, and All Other Traffic Control Devices
Section 1-10.3 is supplemented as follows:
At the end of each working day, provisions shall be made for the safe passage of traffic and pedestrians
during non-working hours.
.Barricades shall be reflectorized as specified in Part VI of the MUTCD, and shall be 3M-diamond grade or
equivalent approved by the Engineer. Barricades shall also be equipped with flashers.
1-10.3(3) Construction Signs
Section 1-10.3(3) paragraph 4 is supplemented as follows:
No separate pay item will be provided in the bid proposal for Class A or Class B construction signs. All
costs for the Work to provide Class A or Class B construction signs shall be included in the unit contract
price for the various other items of the Work in the bid proposal.
1-10.4 Measurement
Section 1-10.4 is replaced with:
No specific unit of measurement will apply to the lump sum item of"Traffic Control".
No adjustment in the lump sum bid amount will be made.for overtime Work or for use of relief flaggers.
1-10.5 Payment
Section 1-10.5 is replaced with:
Payment for all labor, materials, and equipment described in Section 1-10 will be made in accordance
with Section 1-04.1,for the following bid items when included in the proposal:
"Traffic Control," Lump Sum.
1-11 RENTON SURVEYING STANDARDS
The following is a new section with new subsections:
1-11.1(1) Responsibility for Surveys
All surveys and survey reports shall be prepared under the direct supervision of a person registered to
practice land surveying under the provisions of Chapter 18.43 RCW.
All surveys and survey reports shall be prepared in accordance with the requirements established by the
Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter
18.43 RCW.
1-11.1(2) Survey Datum and Precision
The horizontal component of all surveys shall have as its coordinate base: The North American Datum of
1983/91.
All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the
City of Renton's Survey Control Network monuments. The source of the coordinate values used will be
shown on the survey drawing per RCW 58.09.070.
The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-130-
060. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey
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revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys
jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions
of said document. The angular and linear closure and precision ratio of traverses used for survey control
shall be revealed on the face of the survey drawing, as shall the method of adjustment.
The horizontal component of the control system for surveys using global positioning system methodology
shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent
confidence level and rformed pursuant to Federal Geodetic Control Subcommittee Standards for GPS
p
control surveys as defined in Geometric Geodetic.Accuracy Standards & Specifications for Using GPS
Relative Positioning Techniques dated August 1, 1989, or comparable classification in future editions of
said document.
The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum
of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are
two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s)
used will be shown on the drawing. If a City of Renton benchmark does not exist within 3000 feet of a
project, one must be set on or near the project in a permanent manner that will remain intact throughout
the duration of the project. Source of elevations (benchmark) will be shown on the drawing, as well as a
description of any benchmarks established.
1-11.1(3) Subdivision Information
Those surveys dependent on section subdivision shall reveal the controlling monuments used and the
subdivision of the applicable quarter section.
Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments,
measurements, and methodology used in that retracement.
1-11.1(4) Field Notes
Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In
cases where an electronic data collector is used field notes must also be kept with a sketch and a record
of control and base line traverses describing station occupations and what measurements were made at
each point.
Every point located or set shall be identified by a number and a description. Point numbers shall be
unique within a complete job. The preferred method of point numbering is field notebook, page and
point set on that page. Example: The first point set or found on page 16 of field book 348 would be
identified as Point No. 348.16.01,the second point would be 348.16.02, etc.
Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the
original field notebook(s) used by the Surveyor will be given to the City. For all other Work, Surveyors will
provide a copy of the notes to the City upon request. In those cases where an electronic data collector is
used, a hard copy print out in ASCII text format will accompany the field notes.
1-11.1(5) Corners and Monuments
Corner: A point on a land boundary, at the juncture of two or more boundary lines. A monument is
usually set at such points to physically reference a corner's location on the ground.
Monument: Any physical object or structure of record, which marks or accurately references:
0 A corner or other survey point established by or under the supervision of an individual per
Section 1-11.1(1) and any corner or monument established by the General Land Office and its
successor the Bureau of Land Management including section subdivision corners down to and
including one-sixteenth corners; and
• Any permanently monumented boundary, right-of-way alignment, or horizontal and vertical
control points established by any governmental agency or private surveyor including street
intersections but excluding dependent interior lot corners.
1-11.1(6) Control or Base Line Survey
Control or Base Line Surveys shall be established for all construction projects that will create permanent
structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any
non-single family building. Control or Base Line Surveys shall consist of such number of permanent
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monuments as are required such that every structure may be observed for staking or "as-builting" while
occupying one such monument and sighting another such monument. A minimum of two of these
permanent monuments shall.be existing monuments, recognized and on record with the City of Renton.
The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable
requirements of Section 1-11.1 herein.
The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North
orientation should be clearly presented and the scale shown graphically as well as noted. The drawing
must be of such quality that a reduction thereof to one-half original scale remains legible.
If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24
inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic mylar of the
drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific
requirements of the project,the original will be recorded with the King County Recorder.
If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the
original or a photographic mylar thereof will be submitted to the City of Renton.
The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to
the City of Renton's Drafting Standards. American Public Works Association symbols shall be used
whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not
described at each use.
An electronic listing of all principal points shown on the drawing shall be submitted with each drawing.
The listing should include the point number designation (corresponding with that in the field notes), a
brief description of the point, and northing, easting, and elevation (if applicable) values, all in ASCII
format, on IBM PC compatible media.
1-11.1(7) Precision Levels
Vertical Surveys for the establishment of benchmarks shall satisfy all applicable requirements of Sections
1-05 and 1-11.1.
Vertical surveys for the. establishment of benchmarks shall meet or exceed the standards, Specifications
and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee.
Benchmarks must possess both permanence and vertical stability. Descriptions of benchmarks must be
complete to insure both recoverability and positive identification on recovery.
1-11.1(8) Radial and Station -- Offset Topography
Topographic surveys shall satisfy all applicable requirements of Section 1-11.1 herein.
All points occupied or back sighted in developing radial topography or establishing baselines for station-
offset topography shall meet the requirements of Section 1-11.1 herein.
The drawing and electronic listing requirements set forth in Section 1-11.1 herein shall be observed for all
topographic surveys.
1-11.1(9) Radial Topography
Elevations for the points occupied or back sighted in a radial topographic survey shall be determined
either by, 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal Geodetic Control Committee
third order elevation accuracy Specifications, OR 2) trigonometric leveling with elevation differences
determined in at least two directions for each point and with misclosure of the circuit not to exceed 0.1
feet.
1-11.1(10) Station--Offset Topography
Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy
Federal Geodetic Control Committee Specifications as to the turn points and shall not exceed 0.1 foot's
error as to side shots.
1-11.1(11) As-Built Survey
All improvements required to be "as-built" (post construction survey) per City of Renton Codes, TITLE 4
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Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and
vertically by a Radial survey or by a Station offset survey. The "as-built" survey must be based on the
same base line or control survey used for the construction staking survey for the improvements being"as-
built". The "as-built" survey for all subsurface improvements should occur prior to backfilling. Close
cooperation between the installing Contractor and the "as-builting" surveyor is therefore required.
All "as-built" surveys shall satisfy the requirements'of Section 1-11.1(1) herein, and shall be based upon
control or base line surveys made in conformance with these Specifications.
The field notes for "as-built" shall meet the requirements of Section 1-11.1(4) herein, and submitted with
stamped and signed as-built drawings which includes a statement certifying the accuracy
of the as-
built".
The drawing and electronic listing requirements set forth in Section 1-11.1(6) herein shall be observed for
all "as-built" surveys.
1-11.1(12) Monument Setting and Referencing
All property or lot corners, as defined in 1-11.1(5), established or reestablished on a plat or other
recorded survey shall be referenced by a permanent marker at the corner point per 1-11.2(1). In
situations where such markers are impractical or in danger of being destroyed, e.g., the front corners of
lots, a witness marker shall be set. In most cases,this will be the extension of the lot line to a tack in lead
in the curb. The relationship between the witness monuments and their respective corners shall be
shown or described on the face of the plat or survey of record, e.g., "Tacks in lead on the extension of the
lot side lines have been set in the curbs on the extension of said line with the curb." In all other cases the
corner shall meet the requirements of Section 1-11.2(1) herein.
All non-corner monuments, as defined in 1-11.1(5), shall meet the requirements of Section 1-11.2(2)
herein. If the monument falls within a paved portion of a right-of-way or other area,the monument shall
be set below the ground surface and contained within a lidded case kept separate from the monument
and flush with the pavement surface, per Section 1-11.2(3).
In the case of right-of-way centerline monuments all points of curvature (PC), points of tangency (PT),
street intersections, center points of cul-de-sacs shall be set. If the point of intersection (PI) for the
tangents of a curve fall within the paved portion of the right-of-way, a monument can be set at the PI
instead of the PC and PT of the curve.
For all non corner monuments set while under contract to the City of Renton or as part of a City of
Renton approved subdivision of property, a City of Renton Monument Card (furnished by the city)
identifying the monument; point of intersection (PI), point of tangency (PT), point of curvature (PC), one-
sixteenth corner, Plat monument, street intersection, etc., complete with a description of the monument,
a minimum of two reference points and NAD 83/91 coordinates, and NAVD 88 elevation shall be filled out
and filed with the city.
1-11.2 Materials
1-11.2(1) Property/Lot Corners
Corners per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches
in length, durable metal plugs or caps, tack in lead, etc., and permanently marked or tagged with the
surveyor's identification number. The specific nature of the marker used can be determined by the
surveyor at the time of installation.
1-11.2(2) Monuments
Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton Standard Plans page
H031 and permanently marked or tagged with the surveyor's identification number.
1-11.2(3) Monument Case and Cover
Materials shall meet the requirements of Section 9-22 and City of Renton Standard Plans page H031.
2-01 CLEARING, GRUBBING,AND ROADSIDE CLEANUP
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2-01.1 Description
Section 2-01.1 is supplemented as follows:
The limits of clearing and grubbing (construction limits) shall be defined as being the construction limit
lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or adjacent to the
limits of clearing and grubbing are damaged and require removal,the Contractor shall remove such trees.
Any trees flagged by the Engineer to remain within the clearing and grubbing limits shall be left
undamaged by the Contractor's operations. Any flagged trees, which are damaged, shall be replaced in
kind at the Contractor's expense.
Existing landscaping outside the construction limits, including but not limited to, sod, rockeries, beauty
bark, decorative gravel or rock, bushes, and shrubbery shall be protected from damage.
The property owners shall be responsible for removing and/or relocating irrigation equipment, trees,
shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the
construction limits that they wish to save. The Contractor shall give property owners 10 days' written
notice prior to removing landscaping materials. All landscaping materials that .remain in the
construction limits after that time period shall be removed and disposed of, by the Contractor, in
accordance with Section 2-01 of the Standard Specifications,these Special Provisions, and the Plans.
The Contractor shall receive approval from the Engineer prior to removal.
2-01.2 Disposal of Usable Material and Debris
Section 2-01.2 is supplemented as follows:
The Contractor shall dispose of all debris by Disposal Method No. 2-Waste Site.
2-01.5 Payment
Section 2-01.5 is supplemented as follows:
The lump sum price for "Clearing and Grubbing" shall be full compensation for all Work described herein
and shown in the Plans, including removing trees and shrubbery where shown in the Plans and directed
by the Engineer.
2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS
2-02.3(3) Removal of Pavement, Sidewalks,and Curbs
Section 2-02.3(3) is revised and supplemented as follows:
Item "1" is revised as follows:
In removing pavement, sidewalks, driveways, and curbs, the Contractor shall haul broken-up pieces to
some off-project site.
The section is supplemented as follows:
When an area where pavement, sidewalk, or driveway has been removed is to be opened to traffic before
pavement patching has been completed, temporary mix asphalt concrete patch shall be required.
Temporary patching shall be placed to a minimum depth of 2 inches immediately after backfilling and
compaction are complete, and before the road is opened to traffic. MC cold mix or MC hot mix shall be
used at the discretion of the Engineer.
2-02.4 Measurement
Section 2-02.4 replaces the existing vacant section:
Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear foot along
the sawcut, full depth. Wheel cutting of pavement will not be measured for separate payment, but shall
be included in other items of Work.
2-02.5 Payment
Section 2-02.5 is supplemented by adding:
"Saw Cutting", per lineal foot.
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"Remove Sidewalk", per square yard.
"Remove Curb and Gutter", per lineal foot. .
"Cold Mix", per ton
"Remove Asphalt Concrete Pavement," per square yard.
"Remove Cement Concrete pavement," per square yard.
"Remove existing ," per
All costs related to the removal and disposal of structures and obstructions including saw cutting,
excavation, backfilling, and temporary asphalt shall be considered incidental to and included in other
items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie within
an excavation area and are not mentioned as separate pay items, their removal will be paid for as part of
the quantity removed in excavation. If they are mentioned as a separate item in the proposal, they will be
measured and paid for as provided under Section 2-02.5, and will not be included in the quantity
calculated for excavation.
2-03 ROADWAY EXCAVATION AND EMBANKMENT
2-03.3 Construction Requirements
Section 2-03.3 is supplemented by adding the following:
Roadway excavation shall include the removal of all materials excavated from within the limits shown on
the Plans. Suitable.excavated material shall be used for embankments, while surplus excavated material
or unsuitable material shall be disposed of by the Contractor.
Earthwork quantities and changes will be computed, either manually or by means of electronic data
processing equipment, by use of the average end area method. Any changes to the proposed Work as
directed by the Engineer that would alter these quantities shall be calculated by the Engineer and
submitted to the Contractor for his review and verification.
Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer,
shall not be paid for. All Work and material required to return these areas to their original conditions, as
directed by the Engineer,shall be provided by the Contractor at his sole expense.
All areas shall be excavated, filled, and/or backfil led as necessary to comply with the grades shown on the
.Plans. In filled and backfilled areas, fine grading shall begin during the placement and the compaction of
the final layer. In cut sections, fine grading shall begin within the final six (6) inches of cut. Final grading
shall produce a surface,which is smooth and even, without abrupt changes in grade.
Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades
and elevations shown. Care shall be taken not to excavate below the specified grades. The Contractor
shall maintain all excavations free from detrimental quantities of leaves, brush, sticks, trash, and other
debris until final acceptance of the Work.
Following removal of topsoil or excavation to grade, and before placement of fills or base course, the
subgrade under the roadway shall be proof-rolled to identify any soft or loose areas which may warrant
additional compaction or excavation and replacement.
The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing
water.
Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken to
place excavated material at the optimum moisture content to achieve the specified compaction. Any
native material used for fill shall be free of organics and debris, and have a maximum particle size of 6
inches.
It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated
with water. The measures may include sloping to drain, compacting the native materials, and diverting
runoff away from the materials. If the Contractor fails to take such preventative measures, any costs or
delay related to drying the materials shall be at his own expense.
If the native materials become saturated, it shall be the responsibility of the Contractor to dry the
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materials, to the optimum moisture content. If sufficient acceptable native soils are not available to
complete construction of the roadway embankment,Gravel Borrow shall be used.
If subgrade trimmer is not required on the project, all portions of Section 2-03 shall apply as though a
subgrade trimmer were specified.
If sufficient acceptable native soils, as determined by the Engineer, are not available to complete
construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9-03.14 of
the Standard Specifications, shall be used.
2-03.4 Measurement
Section 2-03.4 is supplemented by adding the following:
At the discretion of the Engineer, roadway excavation, borrow excavation, and unsuitable foundation
excavation - by the cubic yard (adjusted for swell) may be measured by truck in the hauling vehicle at the
point of loading. The Contractor shall provide truck tickets for each load removed. Each ticket shall have
the truck number,time and date, and be approved by the Engineer.
2-03.5 Payment
Section 2-03.5 is revised as follows:
Payment for embankment compaction will not be made as a separate item. All costs for embankment
compaction shall be included in other bid items involved. Payment will be made for the following bid
items when they are included in the proposal:
"Roadway Excavation Including Haul," per cubic yard
"Removal and Replacement of Unsuitable Foundation Material," per ton
"Gravel Borrow Including Haul," per ton
"Roadway Excavation Including Haul" shall be considered incidental and part of the bid item(s) provided
for the installation of the utility mains and appurtenances. When the Engineer orders excavation below
subgrade, then payment will be in accordance with the item "Removal and Replacement of Unsuitable
Foundation Material". In this case, all items of Work other than roadway excavation shall be paid at unit
contract prices.
The unit contract price per cubic yard for "Roadway Excavation Including Haul" shall be full pay for
excavating, loading, placing, or otherwise disposing of the material.
The unit contract price per ton for "Removal and Replacement of Unsuitable Foundation Material' shall
be full pay for excavating, loading, and disposing of the material.
Payment for embankment compaction will not be made as a separate item. All costs for embankment
compaction shall be included in other bid items involved.
2-04 HAUL
2-04.5 Payment
Section 2-04.5 is revised and supplemented as follows:
All costs for the hauling of material to, from, or on the job site shall be considered incidental to and
included in the unit price of other units of Work.
2-06 SUBGRADE PREPARATION
2-06.5 Measurement and Payment
Section 2-06.5 is supplemented by adding the following:
Subgrade preparation and maintenance including watering shall be considered as incidental to the
construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid
prices. .
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2-09 STRUCTURE EXCAVATION
2-09.1 Description
Section 2-09.1 is supplemented by adding the following:
This Work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, muck,
swampy or unsuitable materials, including buried logs and stumps.
2-09.3(1)D Disposal of Excavated Material
Section 2-09.3(1)D is revised as follows:
The second paragraph is replaced with:
All costs for disposing of excavated material within or external to the project limits shall be included in the
unit contract price for structure excavation, Class A or B.
The third paragraph is replaced with:
If the Contract includes structure excavation, Class A or B, including haul, the unit contract price shall
include all costs for loading and hauling the material the full required distance, otherwise all such disposal
costs shall be considered incidental to the Work.
2-09.4 Measurement
Section 2-09.4 is revised and supplemented as follows:
Gravel backfill. Gravel backfill, except when used as bedding for culvert, storm sewer, sanitary sewer,
manholes, and catch basins, will be measured by the cubic yard in place determined by the neat lines
required by the Plans or by the ton as measured in conformance with Section 1-09.2.
2-09.5 Payment
Section 2-09.5 is revised and supplemented as follows:
Payment will be made for the following bid items when they are included in the proposal:
"Structure Excavation Class A", per cubic yard.
"Structure Excavation Class B", per cubic yard.
"Structure Excavation Class A Incl. Haul", per cubic yard.
"Structure Excavation Class B Incl. Haul", per cubic yard.
Payment for reconstruction of surfacing and paving, within the limits of structure excavation, will be at
the applicable unit prices for the items involved.
If the Engineer orders the Contractor to excavate below the elevations shown in the Plans, the unit
contract price per cubic yard for "Structure Excavation Class A or B" will apply.. But if the Contractor
excavates deeper than the Plans or the Engineer requires, the Contracting Agency will not pay for
material removed from below the required elevations. In this case, the Contractor, at no expense to the
Contracting Agency, shall replace such material with concrete or other material the Engineer approves.
The unit contract price per cubic yard for the bid items listed as 1 through 4 above shall be full pay for all
labor, materials, tools, equipment, and pumping, or shall be included in the unit bid price of other items
of Work if "Structure Excavation" or "Structure Excavation Ind Haul" are not listed as pay items in the
Contract.
"Shoring or Extra Excavation Class B", per square foot.
The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other
Work required when extra excavation is used in lieu of constructing shoring. If select backfill material is
required for backfilling within the limits of the structure excavation, it shall also be required as backfill
material for the extra excavation at the Contractor's expense. Any excavation or backfill material being
paid by unit price shall be calculated by the Engineer only for the neat line measurement of the
excavation and shall not include the extra excavation beyond the neat line.
If there is no bid item for shoring or extra excavation Class B on a square foot basis and the nature of the
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excavation is such that shoring or extra excavation is required as determined by the Engineer, then
shoring or extra excavation shall be considered incidental to the Work involved and no further
compensation shall be made.
"Gravel Backfill (Kind)for(Type of Excavation)", per cubic yard or per ton.
"Controlled Density Fill", per cubic yard.
When gravel backfill is paid by the ton, the Contractor shall take care to assure to the satisfaction of the
Engineer that such per ton. backfill is only being used for the specified purpose and not for purposes
where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel backfill is not being
used for its designated purpose shall be grounds for the Engineer to deny payment for such load tickets.
5-04 ASPHALT CONCRETE PAVEMENT
5-04.2 Materials
Section 5-04.2 is revised and supplemented as follows:
Delete the second and fourth paragraphs of this section.
The base course shall be untreated crushed surfacing.
Asphalt concrete shall meet the grading requirements for the specified mix.
Temporary patch shall be cold or hot mix.
5-04.3 Construction Requirements
Section 5-04.3 is supplemented as follows:
Shoulder Restoration
The existing surfacing of disturbed asphalt shoulders shall be removed to a minimum depth of 6 inches
below original street grade to provide for placement of the new subgrade and paving. The subgrade shall
be constructed of 1% inch minus crushed surfacing base course placed to a compacted thickness of 2%2
inches, followed by 51/8-inch minus crushed surfacing top course placed to a compacted thickness of 1%
inches. HMA Class %" shall then be placed and compacted in 2-inch lifts up to a maximum 4-inch
thickness to match existing pavement thickness. Minimum thickness shall be 2 inches. The shoulder shall
be replaced to the existing fog line in areas where the existing asphalt shoulder is seriously disturbed, or
at the Engineer's discretion.
Asphalt Concrete Patching and Overlay
The Contractor shall maintain temporary hot mix asphalt patches daily during construction to the
satisfaction of the governing road agency and the Engineer until said patch is replaced with a permanent
hot patch. The permanent hot mix asphalt patch shall be placed and sealed with paving grade asphalt
within 30 calendar days.
Private Driveways
Where a private driveway is damaged by either construction of the project or by the Contractor's use and
activity on the road, it shall be repaired to the satisfaction of,the property owner, the City, and to its
original condition or better. Damaged asphalt-concrete driveways shall be replaced by saw cutting to a
straight line and replacing a full width section. Damaged cement-concrete driveways shall be removed to
the nearest joint (real or dummy) and replaced with a full width section. Damaged gravel driveways shall
have crushed surfacing placed and compacted to a minimum depth of 4 inches.
Curbs,Gutters and Sidewalks
Existing curbs, gutters, and sidewalks damaged by construction of the project or the Contractor's use and
activity, shall be repaired to the satisfaction of the property owner, the City, and to its original condition
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or better.
5-04.3(5) Conditioning the Existing Surface
Section 5-04.3(5) is supplemented as follows:
The Contractor shall maintain existing surface contour during patching, unless otherwise instructed by the
City Engineer or Inspector.
5-04.3(5)A Preparation of Existing Surface
Section 5-04.3(5)A is supplemented as follows:
The Contractor shall provide his own mechanical sweeping equipment. The sweeper will be on the
project prior to the start of paving, to insure the streets to be paved are clean before the tack coat is
applied. The sweeper will keep the streets clean ahead of the paving machine and clean the streets
behind the empty trucks that have dumped their loads into the paving machine. The sweeper must
sweep all streets made dirty by the Contractor's equipment. If the paving machine is "walked" from one
site to another, the sweeper must sweep up behind paving machine. The sweeper shall not leave the
overlay site until given permission by the City's inspector.
All utilities shall be painted with a biodegradable "soap" to prevent the tack and ACP from sticking to the
lids. Diesel will not be used. After the application of soap, catch basins must be covered to prevent tack
and ACP from getting into catch basins.
Preparation of existing surface shall be done as outlined in this Section and a tack coat shall be applied at
the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of the surface and application
of the tack coat shall be considered incidental to the paving and no separate payment shall be made.
The Contractor shall locate all utilities for access immediately after any paving and mark the location by
means of painting a circle around the location and scooping a portion of asphalt 4" - 6" in diameter and
the depth of the overlay from the center of the utility location.
The Contractor shall locate and completely expose gas and water valves for access immediately after final
rolling.
The day following the start of application of ACP, utility adjustments must begin. The Contractor shall
have an adjustment crew adjusting utilities every workable working day until adjustments are complete.
During the adjustment of any utility, existing concrete bricks or grouting material that has been broken or
cracked shall be removed and replaced at the Contractor's expense.
Utility adjustments must be completed within 15 working days after overlay is complete, and within the
specified working days.
Payment for utility adjustments includes all labor, materials, tools, and equipment necessary to complete
the adjustments and is incidental to pay items for Asphalt Patch and Asphalt Overlay.
5-04.3(7)A Mix Design
Item 2 is deleted and replaced with:
2. Nonstatistical HMA Evaluation. The Contractor shall submit a certification that the mix design
submitted meets the requirements of Sections 9-03.8(2) and 9-03.8(6). The Contractor must
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submit the mix design using DOT Form 350-042 EF. Verification of the mix design by the
Contracting Agency is not needed. The Project Engineer will determine anti-strip requirements
for the HMA.
The mix design will be the initial job mix formula (JMF) for the class of mix. Any additional
adjustments to the JMF will require the approval of the Project Engineer and may be made per
Section 9-03.8(7).
5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture
Item 1 is deleted and replaced with:
1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA.
Commercial evaluation will be used for Commercial HMA, and for other classes of HMA in the
following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel,
and pavement repair. Other nonstructural applications as approved by the Project Engineer.
Sampling and testing of HMA accepted by commercial evaluation will be at the option of the
Engineer. The proposal quantity of HMA that is accepted by commercial evaluation will be
excluded from the quantities used in the determination of nonstatistical evaluation.
Item 7 is deleted.
5-04.3(10)B Control
Replace Section 5-04.3(10)B with the following:
Sub-base shall be compacted to 95% of the maximum density by the Modified Proctor Test Method,
ASTM D 1557. Compact asphalt concrete patch and paving to 95%of maximum compaction.
5-04.5 Payment
5-04.5(1)A Price Adjustments for Quality of HMA Mixture
Section is deleted and replaced with:
Statistical analysis of quality of gradation and asphalt content will be performed based on Section
1-06.2 using the following price adjustment factors:
Table of Price Adjustment Factors
Constituent Factor"f"
All aggregate passing: 1%", 1",3/",%2 3/8" and No. 4 sieves 2
All aggregate passing No. 8, No 16, No. 30, No. 50, No. 100 3
All aggregate passing No. 200 sieve 20
Asphalt binder 52
A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the
asphalt binder.
1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatistical Evaluation and having
all constituents falling within the tolerance limits of the job mix formula shall be accepted at the
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unit contract price with no further evaluation. When one or more constituents fall outside the
nonstatistical acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated in
accordance with Section 1-06.2 to determine the appropriate CPF: The nonstatistical tolerance
limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less
than three sublots exist, backup samples of the existing sublots or samples from the street shall
be tested to provide a minimum of three sets of results for evaluation.
2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and
having all constituents falling within the tolerance limits of the job mix formula shall be accepted
at the unit contract price with no further evaluation. When one or more constituents fall outside
the commercial acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated to
determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of
the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples
of the existing sublots or samples from the street shall be tested to provide a minimum of three
sets of results for evaluation.
For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the
calculated CPF is less than 1.00, a Nonconforming Mix factor (NCFM) will be determined. THE
NCFM equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix
Compliance Price Adjustment will be calculated as the product of the NCMF,the quantity of HMA
in the lot in tons, and the unit contract price per ton of the mix.
If a constituent is not measured in accordance with these Specifications, its individual pay factor will be
considered 1.00 in calculating the composite pay factor.
5-04.5(1)6 Price Adjustments for Quality of HMA Compaction
Section is deleted and replaced with:
The maximum CPF of a compaction lot is 1.00
For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor
(NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40
percent. The Compaction Price Adjustment will be calculated as the product of the NCFF, the quantity of
HMA in the lot in tons and the unit contract price per ton of the mix.
5-06 TEMPORARY RESTORATION IN PAVEMENT AREA
Section 5-06 is new Section with subsections:
5-06.1 Description
Pavement areas that have been removed by construction activities must be restored by the Contractor
prior to the end of each working period, prior to use by vehicular traffic. Within paved streets, the
Contractor may use temporary pavement to allow vehicular traffic to travel over the construction areas.
Temporary pavement shall be placed around trench plates or others devices used to cover construction
activities in a manner that provides a smooth and safe transition between surfaces.
5-06.2 Materials
The asphalt pavement for temporary patches shall be 2" of a hot mix asphalt composition determined by
the Contractor to provide a product suitable for the intended application. The Contractor shall not use
materials that are a safety or health hazard.
Temporary pavement material that does not form a consolidated surface after compaction shall be
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considered unsuitable and shall be removed from the site. Unsuitable temporary pavement shall be
disposed of offsite.
5-06.3 Construction Requirements
The Contractor shall maintain temporary hot mix asphalt patches daily during to the satisfaction of the
governing road agency and the Engineer until said patch is replaced with permanent hot patch. The
completed pavement shall be free from ridges, ruts, bumps, depressions, objectionable marks, or other
irregularities. The permanent hot mix asphalt patch shall be placed and sealed with a paving asphalt
within 30 calendar days.
The Contractor shall immediately repair, patch,or remove any temporary pavement that does not provide
a flat transition between existing pavement areas.
All temporary asphalt pavement shall be removed from the site by the end of the project and shall not be
used as.permanent asphalt pavement or subgrade material.
7-05 MANHOLES, INLETS,AND CATCH BASINS
7-05.2 Materials
Section 7-05.2 is supplemented by adding the following:
Manhole Grade Adjustment Rings shall be "Pro-Ring" by Cretex Specialty Products or approved equal.
7-05.3 Construction Requirements
Section 7-05.3 is supplemented by adding the following:
All manholes shall have eccentric cones and shall have ladders.
Sanitary sewer pipe to manhole connections shall be "Kor-n-Seal" boot or approved equal.
7-05.3(1) Adjusting Manholes and Catch Basins to Grade
Section 7-05.3(1) is replaced with:
Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or
inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer.
The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be
removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing
structure shall be raised or lowered to the required elevation.
The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting
to a finished grade as shown on the Construction Plans. Manhole ring and covers shall be adjusted to the
finished elevations per the project plans, prior to final acceptance of the Work.
Manhole grade adjusting rings shall be installed per manufacturer instructions.
In asphalt concrete pavement: manholes shall not be adjusted until the pavement is completed, at which
time the center of each manhole shall be carefully relocated from references previously established by
the Contractor. The pavement shall be cut in a restricted area and base material be removed to permit
removal of the cover. The manhole shall then be brought to proper grade utilizing the methods as shown
on the project plans. The asphalt concrete pavement shall be cut and removed to a neat circle, the
diameter of which shall be equal to the outside diameter of the cast iron frame plus two feet. The base
materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete
shall be placed so that the entire volume of the excavation is replaced up to but not to exceed 2 inches of
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the finished pavement surface. On the day following placement of the concrete, the edge of the asphalt
concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt
Class G concrete shall then be placed and compacted with hand tampers and a patching roller. The
complete patch shall match the existing paved surface for texture, density, and uniformity of grade. The
joint between the patch and the existing pavement shall then be carefully painted with hot asphalt
cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt
cement solidifies.
Monuments and cast iron frame and cover: monuments and monument castings shall be adjusted to
grade in the same manner as for manholes.
Valve box castings: adjustments of valve box castings shall be made in the same manner as for manholes.
7-05.3(2) Abandon Existing Manholes
Section 7-05.3(2) is revised as follows:
Where it is required that an existing manhole be abandoned, the structure shall be broken down to a
depth of at least 4 feet below the revised surface elevation, all connections plugged, the manhole base
shall be fractured to prevent standing water, and the manhole filled with sand and compacted to
90 percent density as specified in Section 2-03.3(14)C. Debris resulting from breaking the upper part of
the manhole may be mixed with the sand subject to the approval of the Engineer.The ring and cover shall
be salvaged and all other surplus material disposed of.
7-05.3(2)A Abandon Existing Sanitary Sewer Pipes
Section 7-05.3(2)A is a new section:
Where it is required that an existing sanitary sewer pipe be abandoned (or portions of pipe installed as
part of this project which are to be abandoned as shown on the Plans), both ends of the abandoned pipe
and all lateral connections to the pipe shall be plugged with 3,000 psi cement concrete and the pipe shall
be filled with cement-based grout.
i
A cement-based grout shall be used to fill the void of the abandoned sewer pipe. The grouting material
must have a strength of at least 100 psi and shall have flow characteristics appropriate for filling a
sanitary sewer. The grout mix designed and method of installation shall be approved by the Engineer
p rior to beginning the operation (See Section 9-03.22).
7-05.3(3) Connections to Existing Manholes
Section 7-05.3(3) is supplemented by adding the following:
Where shown on the Plans, new drain pipes shall be connected to existing line, catch basin, curb inlets
and/or manholes. The Contractor shall be required to core drill into the structure, shape the new pipe to
fit and re-grout the opening in a workmanlike manner. Where directed by the Engineer or where shown
on the Plans, additional structure channeling will be required.
Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be equal to "Kor-n-
Seal" boots. Existing sanitary sewer manholes shall be cleaned, repaired, and re-channeled as necessary
to match the new pipe configuration and as shown on the Construction Plans.
A "connection to existing" item will be-allowed at any connection of a new line to an existing structure, or
the connection of a new structure to a existing line. No "connection to existing" will be accepted at the
location of new installation, relocation and adjustment of line manholes, catch basins, or curb inlets.
Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's
operations shall be repaired or replaced at her/his own expense.
The unit bid price per each shall be full compensation for all labor, materials and equipment required.
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7-05.3(5) Manhole Coatings
Section 7-05.5 is an added new section:
All new sanitary sewer manholes shall be coated as specified below. The following coating system
Specifications shall be used for coating (sealing) all interior concrete surfaces of sanitary sewer manholes.
Coating Material: High Solids Urethane
Surfaces: Concrete
Surface Preparation: In accordance with SSPC SP-7
(Sweep of brush off blast)
Application: Shop/Field
The drying time between coats shall not exceed 24 hours in any case
System Thickness: 6.0 mils dry film
Coatings: Primer: One coat of Wasser MC-Aroshield (2.0 mils DFT)
Finish:Two or more coats of Wasser MC-Aroshield (min.4.0 mils DFT)
Color: White
7-05.4 Measurement
Section 7-05.4 is revised and supplemented as follows:
Manholes will be measured per each. Measurement of manhole heights for payment purposes will be the
distance from finished rim elevation to the invert of the lowest outlet pipe.
Adjustments of new structures and miscellaneous items such as valve boxes shall be considered incidental
to the unit contract price of the new item and no further compensation shall be made.
Connection to existing pipes and structures shall be measured per each.
7-05.5 Payment
Section 7-05.5 is supplemented as follows:
"Adjust Existing per each.
The unit contract price per each for "Adjust Existing shall be full pay for all costs necessary to make
the adjustment including restoration of adjacent areas in a manner acceptable to the Engineer.
If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the schedule
of prices then the Work will be considered incidental and its cost should be included in the cost of the
pipe.
"Connect to Existing Catch Basin," per each.
"Connect Structure to existing pipe," per each. -
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
7-08.3 Construction Requirements
7-08.3(1)C Bedding the Pipe
Section 7-08.3(1)C is supplemented by adding the following:
Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with Section 9-
03.12(3). It shall be placed to a depth of 6"over and 6" under the exterior walls of the pipe.
Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction
shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the
haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effort.
Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made.
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7-08.3(1)D Pipe Foundation
Section 7-08.3(1)D is a new section:
Pipe foundation in poor soil: When soft or unstable material is encountered at the subgrade which, in the
opinion of the Engineer, will not uniformly support the pipe, such material shall be excavated to an
additional depth as required by the Engineer and backfilled with foundation gravel material placed in
maximum 12-inch lifts. Foundation gravel shall be ballast and conform to the requirements of Section 9-
03.9(1) of the Standard Specifications.
Corrections faulty grade: Excess excavation below grade shall be backfilled with foundation gravel as
specified above and thoroughly compacted to the required grade line.
7-08.3(2)A Survey Line and Grade
Section 7-08.3(2)A is replaced with:
Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11 in a
manner consistent with accepted practices.
The Contractor shall transfer line and grade into the trench where they shall be carried by means of a
laser beam. Any other procedure shall have the written approval of the Engineer.
7-08.3(2)B Pipe Laying—General
Section 7-08.3(2)B is supplemented by adding the following:
Checking of the invert elevation of the pipe may be made by calculations from measurements on the top
of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition. At
— manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the (eight-
tenths)flow elevation, unless otherwise approved by the Engineer.
i
All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and free
fall. All pipe handling equipment shall be acceptable to the Engineer. Pipe shall not be placed directly on
rough ground but shall be supported in a manner, which will protect the pipe against injury whenever
stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects
that may be harmful as determined by the Engineer. Such damaged lining or coating shall be repaired, or
a new undamaged pipe shall be furnished and installed.
The Contractor shall inspect each pipe and fitting prior to installation to insure that there are not
damaged portions of the pipe. Any defective, damaged, or unsound pipe shall be repaired or replaced.
All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in
the trench. Pipe shall be kept clean during and after laying. All openings in the pipeline shall be closed
with watertight expandable type sewer plugs at the end of each day's operation, or whenever the pipe
openings are left unattended. The use of burlap, wood, or other similar temporary plugs will not be
permitted.
Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the Engineer
may change the alignment and/or the grades. Except for short runs, which may be permitted by the
Engineer, pipes shall be laid uphill on grades that exceed 10 percent. Pipe, which is laid on a downhill
grade, shall be blocked and held in place until sufficient support is furnished by the following pipe to
prevent movement.
Unless otherwise required, all pipe shall be laid straight between the changes in alignment, and at
uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall
be placed with the minor axis of the reinforcement in a vertical position.
Immediately after the pipe joints have been made, proper gasket placement shall be checked with a
feeler gage as approved by the pipe manufacturer to verify proper gasket placement.
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7-08.3(2)E Rubber Gasketed Joints
Section 7-08.3(2)E is supplemented as follows:
Care shall be taken by the Contractor to avoid over pushing the pipe and damaging the pipe or joint
system. Any damaged pipe shall be replaced by the Contractor at his expense.
7-08.3(2)H Sewer Line Connections
Section 7-08.3(2)H is supplemented by adding the following:
All connections not occurring at a manhole or catch basin shall be done utilizing pre-manufactured tee
connectors or pipe sections approved by the Engineer. Any other method or materials proposed for use
in making connections shall be subject to approval by the Engineer.
Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall be
made through a cast iron saddle secured to the sewer main with stainless steel bands. When the existing
main is constructed of PVC, plain or reinforced concrete, in
or ductile iron pipe, the existing main shall
be core drilled. When the existing main is constructed of vitrified clay, the main shall be re-sectioned
with flexible couplings, Fernco or approved equal.
Connections (unless booted connections have been provided for) to existing concrete manholes shall be
per Section 7-05.3(3).
7-08.3(2)1 Placing PVC Pipe
Section 7-08.3(2)J is an added new section:
In the trench, prepared as specified in Section 7-02.3(1) PVC pipe shall be laid beginning at the lower end,
with the bell end upgrade. Pea gravel will be used as the bedding material and extend from 6" below the
bottom of the pipe to 6" above the top of the pipe. When it is necessary to connect to a structure with a
mudded joint a rubber gasketed concrete adapter-collar will be used at the point of connection.
7-08.3(3)A Backfilling Sanitary Sewer Trenches
Section 7-08.3(3)A is a new section supplementing 7-08.3(3) A
To the maximum extent available, suitable material obtained from trench excavation shall be used for
trench backfill. All material placed as trench backfill shall be free from rocks or stones larger than 6
inches in their greatest dimension, brush, stumps, logs, roots, debris, and organic or other deleterious
materials. No stones or rock shall be placed in the upper three feet of trench backfill. Rock or stones
within the allowable size limit incorporated in the remainder of fills shall be distributed so that they do
not congregate or interfere with proper compaction.
If the native material is considered by the Engineer as unsuitable for backfill, or where unsuitable
material is requested by the Engineer to be removed or over-excavated from trench excavations, then
Bank Run Gravel for Trench Backfill Sewer material conforming to the requirements of Section 9-03.19
shall be used. All native or imported backfill material shall be compacted to 95%of maximum dry density
per ASTM D 1557 unless otherwise specified herein or on the Plans.
Backfill within paved areas shall be compacted to at least 95 percent of maximum dry density as
determined by the modified proctor compaction test,ASTM D1557. This includes the foundation, backfill,
and base course materials. Maximum lift thickness of backfill shall not exceed 24 inches between the top
of the bedding and 4 feet below grade and 12 inches from 4 feet below grade to the base of the subgrade.
The Engineer may be on-site to collect soil samples and to test compaction. The Contractor shall provide
site access at all times for compaction testing and sample collection. Areas of the trench which fail to
meet the compaction requirements shall be removed and replace and re-compacted at the Contractor's
expense.
The Contractor shall be responsible for any settlement of backfill, sub-base, and pavement that may
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occur during the period stipulated in the Contract conditions. All repairs necessary due to settlement
shall be made by the Contractor at his expense.
Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density as
determined by the modified proctor compaction test,ASTM D1557.
The Contractor shall be responsible for the disposal of any excess excavated material.
7-08.4 Measurement
The first paragraph of Section 7-08.4 is revised as follows:
Gravel backfill for foundations, or gravel backfill for pipe zone bedding when used for foundations, shall
be measured by the cubic yard, including haul, as specified in 2-09, or by the ton.
7-08.5 Payment
Section 7-08.5 is replaced with:
Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are
included in the proposal:
"Gravel Backfill for Foundations Class ", per cubic yard or ton.
"Gravel Backfill for Pipe Zone Bedding", per cubic yard or ton.
All costs associated with furnishing and installing bedding and backfill material within the pipe zone in the
installation of culvert, storm sewer, and sanitary sewer pipes shall be included in the unit contract price
for the type and size of pipe installed.
"Plugging Existing Pipe", per each.
"Commercial Concrete", per cubic yard.
"Structure Excavation Class B", per cubic yard. .
"Structure Excavation Class B Incl. Haul", per cubic yard.
Unless specifically identified and provided as separate items, structure excavation, dewatering and
backfilling shall be incidental to pipe installation and no further compensation shall be made.
All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit contract
price per foot for the size and type of pipe being jointed.
"Shoring or Extra Excavation Class B", per square foot.
If this pay item is not in the Contract, then it shall be incidental.
7-17 SANITARY SEWERS
7-17.2 Materials
Section 7-17.2 is replaced with the following:
Pipe
Gravity sewer pipe shall be as specified herein and as shown on the Plans. The Contractor shall provide
two copies of the pipe manufacturer's technical literature and tables of dimensional tolerances to the
Engineer. Any pipe found to have dimensional tolerances in excess of those prescribed or having defects,
which prevent adequate joint seal or any other damage, shall be rejected. If requested by the Engineer,
not less than three nor more than five lengths of pipe for each size, selected from stock by the Engineer,
shall be tested as specified for maximum dimensional tolerance of the respective pipe.
Material for PVC sewer pipe shall meet the requirements of Section 9-05.12.
All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent
under normal conditions of handling and storage.
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7-17.3 Construction Requirements
7-17.3(1) Protection of Existing Sewerage Facilities
Section 7-17.3(1) is supplemented by adding the following:
When extending an existing sewer, the downstream system shall be protected from construction debris
by placing a screen or trap in the first existing manhole downstream of the connection. It shall be the
Contractor's responsibility to maintain this screen or trap until the new system is placed in service and
then to remove it. Any construction debris, which enters the existing downstream system, shall be
removed by the Contractor at his expense, and to the satisfaction of the Engineer. When the first
manhole is set, its outlet shall be plugged until acceptance by the Engineer.
7-17.3(2)H Television Inspection
Section 7-17.3(2)H is supplemented by adding the following:
Once the television inspection has been completed the Contractor shall submit to the Engineer the
written reports of the inspection plus the DVD's. The City accepts video submittals on DVD viewable on a
standard player or a CD or DVD compatible with Cues DataCAP.4.0.
7-17.4 Measurement
Section 7-17.4 is supplemented as follows:
Measurement of "Bank Run Gravel for Trench Backfill Sewer" will be determined by the cubic yard in
place, measured by the neat line dimensions shown in the Plans, or by the ton on truck tickets.
7-17.5 Payment
Measurement and Payment Schedule for installation of sanitary sewer mains and appurtenances is
shown in Section 1-09.14
Section 7-17.5 is revised and supplemented as follows:
Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are
included in the proposal:
"Furnish and Install In. sewer pipe", per linear foot.
The unit contract price per each for" Furnish and Install In. sewer pipe", shall be full pay for the
bid item as described in Section 1-09.14.
"Furnish and Install In. side sewer pipe", per linear foot.
The unit contract price per each for " Furnish and Install In. side sewer pipe", shall be full pay
for the bid item as described in Section 1-09.14.
"Testing Sewer.Pipe", per linear foot.
The unit contract price per linear foot for "Testing Sewer Pipe" shall be full pay for all labor, material and
equipment required to conduct the leakage tests required in Section 7-17.3(2). If no unit price for"Testing
Sewer Pipe" is included it shall be considered incidental to the pipe items.
"Removal and Replacement of Unsuitable Material", per cubic yard or ton.
The unit contract price per cubic yard or ton for"Removal and Replacement of Unsuitable Material" shall
be full pay for all Work to remove unsuitable material and replace and compact suitable material as
specified in Section 7-08.3(1)A.
"Bank Run Gravel for Trench Backfill Sewer", per cubic yard or ton.
The unit contract price per cubic yard or ton for "Bank Run Gravel for Trench Backfill Sewer" shall be full
pay for all Work to furnish, place, and compact material in the trench.
"Television Inspection", per linear foot.
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7-21 GENERAL SPECIFICATIONS FOR CURED IN PLACE PIPE (CIPP)
New Section
7-21.1 Description
This Section specifies rehabilitation of pipelines by the installation of resin-impregnated liner cured in
place piping. Service connections and manholes may be rehabilitated with products specified in other
Sections. Contractor shall coordinate rehabilitation of manholes mainlines lateral interfaces and laterals
with product installers. Contractor shall ensure that compatible re resins stems with all rehabilitation
Y p
products that they will contact.
7-21.1(1) Related Work Specified Elsewhere
Resin Impregnated Fabric CIPP, Section 7-22.
Resin Impregnated Fiberglass CIPP, Section 7-23.
7-21.1(2) Licensing
The Contractor or sub-contractors shall be registered to work in the City of Renton.
The Contractor or sub-contractor installing the CIPP shall have a current license agreement with the product
Manufacturer or Assembler.
Individuals installing the CIPP shall be certified by the product Manufacturer or Assembler.
Lining installation shall be in accordance with the requirements of the product Manufacturer or Assembler and
as directed by their Technical Representative. This includes the correction of defective work.
Certification showing that the Installer is currently licensed by the appropriate licensor to perform CIPP
installation shall be provided.
7-21.1(3) Contractor and Manufacturer Qualifications
The Manufacturer of the CIPP liner shall have a minimum of 200,000 linear feet of CIPP successfully installed in
accordance with these specifications. Manufacturer's using standards other than those listed in these
specifications shall demonstrate to the satisfaction of the Owner that the standards followed produce a
product that is, at a minimum, equal to the quality of product developed using the listed standards.
The CIPP lining Contractor shall have a minimum of five (5) successfully completed projects totaling a minimum
of 50,000 lineal feet using the proposed CIPP rehabilitation technology. In addition, the Contractor's project
superintendent shall have a minimum of three (3) successfully completed projects totaling a minimum of
25,000 lineal feet using the proposed CIPP rehabilitation technology. The Contractor's identified project
superintendent shall be on the project for the duration of the project and shall be available at all times during
the CIPP rehabilitation. At least one person on the Contractor's installation crew shall have a minimum of one
(1) year of CIPP installation experience and shall be on the project site at all times. The Contractor's identified
Lateral Cutting Technician shall have minimum of one (1)year of experience reinstating laterals.
I
Wastewater collection system rehabilitation products submitted for approval shall be provided with third party
test results supporting long-term performance and structural strength of the product. Third party test result
data shall be satisfactory to the Engineer. Test samples shall have been prepared so as to simulate the
installation methods and trauma of project conditions.
7-21..1(4) Contractor Submittals
All procedures or material descriptions requiring the Engineer's approval shall be submitted not less than 15
calendar days prior to mobilizing or commencing any CIPP activities at the site of the work and shall include
the following information:
1. CIPP Lining Plan to include the following:
• Work sequence organized by pipeline section with installation schedule.
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• Confirmation of liner length.
• Locations of all service connections with disposition for each.
Anticipated cleaning and preparation requirements.
• Sewer Service Interruption Notification Plan.
2. Manufacturer's certificate(s) indicating that the supplied lining materials meet the requirements of the
Specifications, ASTM standards and a certificate of compliance from an independent third party lab.
3. Details on all lining materials and resins.
4. Name of resin supplier.and liner fabric supplier.
5. Manufacturer's or Assembler's certification that the liner materials and system are in compliance with the
specifications, codes,and standards referenced in these specifications.
6. Test reports on testing of CIPP products
7. Manufacturer's or Assembler's recommendations for factory and field (whichever applies) wet out
procedures including: volume of resin per unit of liner, mixing ratios and procedures for resin and
catalyst/hardener, shelf life of resin, pot life of resin, required wet out procedure to ensure full saturation,
and other criteria deemed necessary to ensure proper wet out of the liner.
8. Manufacturer's or Assembler's data sheets for factory wet out and/or Contractor's data sheets for field
wet out showing: quantity of resin and catalyst used for each length of liner, at or prior to time of
installation.
9. Manufacturer's or Assembler's certification that all Manufacturer's or Assembler's wet out
recommendations have been followed on all lengths of CIPP which have factory wet out, at or prior to time
of installation.
10. Manufacturer's or Assembler's recommendations for storage procedures and temperature control,
handling and inserting the liner, curing details, service connection methods, trimming and finishing, and
minimum equipment requirements to allow for an adequate installation.
11. Manufacturer's or Assembler's recommendations and procedures for minimum and maximum pressures,
temperatures, and time durations to be used.
12. Data on Contractor's equipment to be used on site including: type and tolerance of temperature gages
and thermocouples used to monitor cure temperature; type and tolerance of equipment used to generate
liner inversion pressure; make model, and technical data of all equipment used to generate heat for the
curing process; make, model and technical data of backup equipment used to maintain curing
temperature; rough size of vehicle(s)which carries the CIPP pipe and installation equipment.
13. Pipe sizing certified calculations demonstrating that the liner has been properly sized to avoid the creation
of wrinkles or folds.
14. Manufacturer or Assembler onsite Representative's Certification that the Contractor's installation meets
all requirements of the Manufacturer or Assembler and will not void the Owner's warranty.
15. CIPP field samples from previous field installations of the same resin system and tube materials as
proposed for the actual installation. Field sampling procedure shall be in accordance with the latest
version of ASTM F1216 or ASTM F1743 and in accordance with ASTM D5813.
16. Material Safety Data Sheets for resins, hardeners, catalysts, solvents, and all other compounds or
chemicals to be used on the job site.
17. Data logger output in graphic format showing pipe section, time, pressure, and temperature during
activation, heating, curing,and cool down.
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18. Informational hand out that describes the materials, processes, and odors associated with the lining
process. This handout shall be provided at the request of concerned residents.
19. Post-Installation CCTV inspection videos.
7-21.1(5) Quality Assurance
The Manufacturer or Assembler shall provide the following:
1. List of inspection items that should be observed and recorded. Inspection items include pre-installation
activities, product identification, installation procedures, equipment operations, and post-installation
activities.
2. Review all post-installation CCTV tapes of the installed liner. Following this review the Manufacturer's or
Assembler's representative shall provide certification to the Engineer ensuring that the Contractor's
installation meets the Manufacturer's or Assembler's requirements and will not void the warranty.
The finished CIPP shall be continuous over the entire length of an insertion run between two manholes or
access points and shall be free from visual defects such as foreign inclusions, dry spots, pinholes, and de-
lamination.
Wrinkles in the finished CIPP greater than 5 percent of the pipe diameter are unacceptable and shall be
removed and repaired by the Contractor at the Contractor's expense. Methods of repair shall be proposed by
Contractor and submitted to the Engineer for review and approval.
7-21.1(6) Warranty
!} The Contractor shall warrant each mainline sewer lined with the specified product against defects in materials,
surface preparation, lining application, and workmanship for a period of 12-months from the date of final
acceptance of the project. The Contractor shall, within one month of written notice thereof, repair defects in
materials or workmanship that may develop during said 12-month period. Defects shall be defined as: visible
leakage of groundwater through the CIPP system, de-lamination 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 90 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
(including pump stations) damages to buildings, houses or environmental damage caused by the backup of the
�l sewer because of the failure of the lining system or repairing of the same at the expense of Contractor, and
without cost to the Owner.
�yy Repairs shall include removal of the existing liner and re-lining if possible, or excavation and
.1 replacement of the section of pipe where the defect occurs.
7-21.2 Materials
7-211(1) Cured in Place Resin Impregnated Material in General
The liner shall be designed for a "fully deteriorated" pipe condition in accordance with the procedures of the
latest edition of ASTM F1216, Appendix XI and these specifications. All material properties used in design
calculations shall be long-term (time-corrected) values. The Contractor shall be familiar with the existing site
conditions when preparing the liner design.
The CIPP will be continuous in length and the wall thickness shall be uniform. No overlapping sections shall be
allowed in the circumference or the length of the liner.
The CIPP will 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.
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each segment of the pipe designated for rehabilitation. This diversion shall consist of redirecting flow from an
upstream manhole and discharging it to a manhole downstream of the rehabilitation operation. This can be
accomplished via a combination of pumping and/or gravity flow. After the work is completed, flow shall be
returned to the rehabilitated sewer system. The area affected by the bypass operation shall be fully restored.
Bypass pumping shall be scheduled for continuous operation. Back-up equipment shall be on-site and
available for periods of maintenance, refueling or failure of the primary bypass pump(s) or diversion system.
Bypass pumping shall be done in such a manner as not to damage private or public property, or create a
nuisance or public menace. The bypass-pumping pipe shall not block any driveways or intersections unless
approved by the Engineer. The sewage shall be pumped through a watertight hose or pipe that is adequately
protected from traffic. The discharge of raw sewage to private property, city streets, sidewalks, storm sewer,
or any location other than an approved sanitary sewer is prohibited. The Contractor shall be liable for all
cleanup, damages, and resultant fines should the Contractor's operation cause any backups or overflows.
7\
The Contractor's bypass operation shall be sized to handle, at a minimum, the full pipe capacity in each subject
line removed from service. If flow conditions are greater than full pipe, the Contractor may elect to wait for
flow conditions to subside prior to removing the subject line from service.Working days will not be charged for
the period of time during which the flow is greater than full pipe. - No additional payment will be made for 1
periods of high flows during which the Contractor elects to wait for lower flows. Once the Contractor removes y
a section of line from service he/she is responsible to bypass any and all flow in the system during
construction, even in the event the system surcharges and exceeds the full pipe capacity, until the line is
returned to service.
All bypassing systems shall be approved by the Engineer. A plan for bypassing the existing sewer system shall l
be submitted by the Contractor for review. The Contractor's plan for bypass pumping shall be satisfactory to
the Owner before the Contractor will be allowed to commence bypass pumping. The sewage bypass pumping
plan shall include an emergency response plan to be followed in the event of a failure of the bypass pumping.
The review of the bypassing system and equipment by the Engineer shall in no way relieve the Contractor of
his responsibility and public liability.
The Contractor shall coordinate activities with impacted property owners. Property Owners shall be notified
that their side sewer will be out of service for a specified period of time, as approved by the Engineer.
When there exist situations where impacted properties cannot be disconnected, plugged, or subjected to any
other service interruption, i.e., hospitals, care facilities, restaurants, etc., bypass pumping of the side sewer to
the downstream sanitary sewer system shall be required prior to insertion of the liner system. The Contractor
shall verify whether a property is able to be interrupted prior to lining operations. If the subject property's
side sewer requires bypass pumping,the costs for the bypass pumping shall be covered by Force Account.
7-21.3(1)B Cleaning
Clean and prepare pipe per CIPP Manufacturer's or Assembler's requirements.
7-21.3(1)C Point Repairs
Advise the Engineer of any point requiring repairs that can only be performed by excavating the defect and
removing or repairing the obstruction.
Grout defects in the host pipeline including but not limited to open joints, fractures, cracks, and holes in the
pipeline as follows:
1. Grout all defects as recommended by liner manufacturer or installer.
2. Grout all locations with active infiltration.
i
The determination of an excessive leak shall be made by the Owner's representative and shall be based on
PACP leak designations. Leaks that would be categorized as a Runner(IR)—Severity 4 or Gusher(IG)—Severity
I ti+
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5 shall be considered as excessive. Leaks categorized as Weeper(IW) — Severity 2 or Dripper(ID) — Severity 3
shall be considered incidental to the unit price for CIPP rehabilitation.
Make point repairs of any host pipe defect that can be removed by conventional sewer cleaning equipment or
by remotely performed repair methods acceptable to the Engineer.
Remove protruding laterals, rolled gaskets, roots, mineral deposits, and other objects protruding into
the host pipe, internally with a remote controlled cutter.
Pipelines that cannot be rehabilitated due to excessive leakage may be deleted from the project at the
Engineers discretion.
7-21.3(1)D Manholes
Protect all manholes to withstand forces generated by the equipment while installing the liner.
7-21.3(2) Liner Installation
7-21.3(2)A Inversion Method
The impregnated tube shall be inserted through an existing manhole or other access point by means of the
Manufacturer's or Assembler's recommended installation process. The application of a hydrostatic head,
compressed air, or other means shall fully extend the liner to the next designated manhole or termination
point and inflate and firmly adhere the liner to the pipe wall.
The liner shall be installed at a rate less than 10 feet per minute at all times.
Liner shall not be installed through intermediate manholes unless specifically requested in advance in writing
and approved by the Engineer.
Liner installation shall be in accordance with ASTM F 1216,Section 7.
When inversion is by hydrostatic head, the Contractor shall use methods that control the installation rate,
accounting for the increase in hydrostatic head in pipes that have significant elevation change.
7-21.3(2)B Pull/Winch Method
The impregnated tube shall be pulled into place within the host pipe with the aid of a power winch that is
equipped with a device to monitor the force and prevent excessive tension and tube elongation.
The maximum allowable longitudinal elongation, or stretch, of the material shall be one (1) percent. The
longitudinal stretch of the tube shall be gauged by comparing marker on the fully inserted tube to the actual
length of pipe being rehabilitated.
The Contractor shall use a flexible and impermeable calibration hose to inflate the tube. The calibration hose
may or may not remain in the complete installation. Hose materials remaining in the installation shall be
compatible with the resin system used, shall bond permanently with the tube, and shall be translucent to
facilitate post-installation inspection. Hose materials that are to be removed after curing shall be of non-
bonding material.
Liner installation shall be in accordance with ASTM 1743, Section 6.
7-21.3(2)C Finished Pipe Liner
The finished lining shall be continuous over the entire length of an installation run and be free of visual defects
such as foreign inclusions, dry spots, pinholes, wrinkles, and de-lamination. The lining shall be impervious and
free of any leakage from the pipe to the surrounding ground or from the ground to inside the lined pipe.
Any defect, which will or could affect the structural integrity, strength, capacity, or future maintenance of the
installed liners,shall be repaired at the Contractor's expense, in a manner approved by the Engineer.
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The beginning and end of the CIPP liner shall be cut flush at the inlet and outlet points in the manhole, and the
ends sealed with a resin mixture compatible with the liner/resin system and shall provide a watertight seal.
Sealing material and installation method shall be submitted to and approved by the Engineer prior to start of
construction. Hydraulic cements and quick-set cement products are not acceptable.
7-21.3(3) Service Connection Restoration i
Internally restore by using a pivot-headed CCTV camera and a remote cutting tool to locate the _service
connections from inside the lined pipe and cutting a hole matching the service connection diameter. Provide a
hole free from burrs or projections and with a smooth and crack-free edge. The hole shall be 95 percent
minimum of the original service connection interior diameter. The invert of the reinstated service opening
shall match the invert of the service connection. Service connection restoration shall be recorded on DVD disc M
and shall include a pan and tilt view of the entire lateral circumference following cutting.
Other methods may be used as approved by the Engineer.
9
7-21.3(4) Testing
7-21.3(4)A Material Testing
Provide certified test results of the properties of the cured lining material from the actual installed CIPP at a
minimum of one location per each liner insertion setup. The cured CIPP shall be sampled and tested for
flexural strength and flexural modulus in accordance with the requirements of ASTM D790.
Liner thickness shall be determined at a minimum of three (3) locations on a cut section of the liner using a
method of measurement accurate to the nearest 0.005 inch. Wall thickness of samples shall be determined as
described in ASTM F1743,Section 8.1.6. The minimum wall thickness at any point shall not be less than 87-1/2
percent of the design thickness.
I,
7-21.3(4)6 Field Testing
Low Pressure Air Test: Mainlines without service connections shall be low pressure air tested in accordance M
with Section 7-17 of these specifications.
7-21.3(4)C Post Installation CCTV Inspection
Following nstallation of the CIPP liner, reinstatement of the existing side sewer laterals and prior h
g g p to ,
installation of the CIPP main to lateral rehabilitations, the new liner shall be inspected for defects using CCTV ,
cameras. The CCTV inspection shall meet the same requirements as the Pre-Installation Inspection as specified
in Section 7-20 of these special provisions.
The post-installation CCTV inspection shall not be conducted until the side sewers have been reinstated and
the cuttings from the reinstatement have been cleaned and removed. CCTV inspections performed by the
Contractor at the time of the side sewer reinstatements will not be accepted.
7-21.4 Measurement
The length of sewer pipe CIPP rehabilitation will be the number of linear feet of completed installation
measured along the invert and will include the length through elbows, tees and fittings. The number of linear
feet will be measured from the center of manhole to center of manhole.
i r
Measurement for"CIPP Lateral Reinstatement"will be per each.
7-21.5 Payment f
Measurement and Payment Schedule for X"Cured-in-Place Pipe(CIPP)and Reinstate CIPP Laterals is shown
in Section 1-09.14
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7-22 RESIN IMPREGNATED FABRIC CIPP
New Section
7-22.1 Description
This Section specifies rehabilitation of pipelines by the installation of resin-impregnated fabric liners.
7-22.1(1) Related Work Specified Elsewhere
- General Specifications for Cured In Place Pipe (CIPP), Section 7-21.
7-22.2 Materials
7-22.2(1) Cured in Place Pipe Liner
The CIPP 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, withstanding
installation and curing pressures, as required in ASTM F 1216, Section 5; ASTM F 1743, Section 5; and
ASTM D 5813, Sections 5, 6, and 8.
i
_ I
Seams in the CIPP shall be stronger than the non-seamed felt.
7-22.2(2) Resin
The resin shall be a chemically resistant isopthalic based polyester thermoset resin and catalyst
system, or epoxy resin and hardener that is compatible with the installation process. Vinyl Esters may
be used, however, they shall only be used when specifically called for by the Engineer. The resin
should be able to cure both in the presence, and without the presence of water, and the initiation
temperature for cure should be less that 180 degrees Fahrenheit. When properly cured the resin liner
system shall meet the structural and chemical resistance requirements of ASTM F1216 and ASTM
F1743.
The activated resin shall contain a colorant compatible with the resin, organic peroxides and the
installation and curing process, such as Creallova° CHROMA CHEM 844-7260 Phthalo-Blue, or
equivalent, at a level of 0.01-0.035 % by the weight of the resin. The colorant shall be added
concurrently with the organic peroxide activator solution, or immediately after adding it to the resin,
to serve as a multi-purpose visual quality assurance indicator.
7-22.2(3) Physical Properties
The wall color of the interior pipe surface of the CIPP after installation shall be a light reflective color.
7-22.3 Construction Requirements
_ 7-22.3(1) Preparation
7-22.3(1)A Cleaning
Clean and prepare pipe per CIPP Manufacturer's or Assembler's requirements.
7-22.3(2) Installation
7-22.3(2)A Resin Impregnation
The quantity of resin used for the fabric tube impregnation shall be sufficient to fill the volume of all
voids in the fabric tube material with additional allowances for polymerization shrinkage and the loss
of resin through cracks and irregularities in the host pipe wall.
i A vacuum impregnation process shall be used. To insure thorough resin saturation throughout the
length of the felt tube the level of the vacuum and the speed of the resin advance shall be
coordinated so that white spots (dry areas) at the inside surface of the flexible membrane shall be
small, shallow, less than 10% of the fabric tube wall thickness or 3-mm, whichever is less, and be less
i than 1% of the volume of the resin per unit length.
A roller system shall be used to uniformly distribute the resin throughout the fabric tube. The roller
gap dimension shall be calculated by a method that determines the correct volume of resin/felt per
foot contained within the confining perimeter of the flexible membrane.
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05/17/2012
The "wet-out" fabric tube shall meet ASTM F 1216, 7.2 or ASTM F 1743, 6.2 as applicable, and shall
have a uniform thickness and excess resin distribution that when compressed at installation pressures
will meet or exceed the design thickness after cure.
No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast ;
between the felt fabric and the activated resin containing a colorant.
The person in charge of the "wet-out" process shall complete and sign a "wet-out" sheet for each
liner to be delivered to the site. The certified "wet-out" sheet shall include, but is not limited to, "wet-
out" date, resin identification, fabric tube length, diameter, and thickness.The Contractor must
submit to the Engineer the signed "wet-out" sheet for each liner delivered to the site. Additionally,
the Contractor shall submit a sample "wet-out" sheet from a previous job for the Engineer's review
prior to the start of the "wet-out" process for the current project.
The Owner reserves the right to inspect all phases of production and testing of materials, from - s
manufacturing, shipping, "wet-out", installation, and cure, to finished product i
Liners installed in pipe segments that contain a vertical or horizontal curve shall utilize the inversion _
method only. f
r
7-22.3(2)B Water, Air or Steam Curing
After placement of the liner is complete, provide a suitable heat source and distribution equipment.
The equipment shall be capable of circulating hot water, air, and/or steam throughout the lined
section in accordance with the Manufacturer's or Assembler's recommendations to raise the
temperature uniformly above the temperature required to affect a resin cure. This temperature shall
be determined by the Manufacturer or Assembler based on the resin/hardener system employed.
The heat source shall be fitted with continuous monitoring thermocouples to measure and record the
temperature of the incoming and outgoing water, steam, and/or air supply. Water, steam, or air
temperature during the cure period shall meet the requirements of the resin Manufacturer or
Assembler as measured and recorded at the heat source inflow and outflow return lines.
Provide standby equipment to maintain the heat source supply. The temperature during the cure
shall not be less than 130 degrees Fahrenheit at the boundary between the pipe wall and the liner
unless otherwise directed by the Manufacturer or Assembler to meet resin system requirements.
Temperature shall be maintained during the curing period as recommended by the resin
Manufacturer or Assembler, and shall follow the heating schedule supplied by the Manufacturer or
Assembler.
A data logger shall record temperature, pressure, and time during activation, heating, and curing.
7-22.3(2)C Cool Down
Cool the liner down to temperature specified by Manufacturer or Assembler following the cure
period for duration specified by Manufacturer or Assembler, prior to relieving static head. '
Care shall be taken to ensure that a vacuum is not induced which could damage the new CIPP during
the release of head on the new CIPP.
A data logger shall record temperature, pressure, and time during cool down.
7-23 RESIN IMPREGNATED FIBERGLASS CIPP
New Section
i
7-23.1 Description
Contractor shall provide and install a resin impregnated fiberglass material tube with a.plastic coated
wearing surface in all sewers identified for CIPP lining in accordance with ASTM F 1216 and ASTM F
2019.
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7-23.1(1) Related Work Specified Elsewhere
General Specifications for Cured In Place Pipe (CIPP), Section 7-21.
7-23.1(2) Reference Specifications, Codes, and Standards
The following documents form a part of this specification to the extent stated herein and shall be the
latest editions thereof. Where differences exist between codes and standards, the one affording the
greatest protection shall apply, as determined by the City.
Reference Title
ASTM D 543 Test Method for Resistance of Plastics to Chemical Reagents
ASTM D 578 Standard Specification Glass Fiber Strands
ASTM D 638 Test Method for Tensile Properties of Plastics
ASTM D 790 Flexural Properties of Unreinforced and Reinforced Plastics and
Electrical Insulating Materials
ASTM D 883 Definitions and Terms Relating to Plastics
ASTM D 1600 Abbreviations, Acronyms, and Codes for Terms Relating to Plastics
ASTM F 412 Definitions of Terms relating to Plastic Piping Systems
ASTM F 1216 Rehabilitation of Existing Pipelines and Conduits by Inversion and
Curing of a Resin Impregnated Tube
ASTM F 2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits
by the Pulled in Place Installation of Glass Reinforced Plastic (GRP)
Cured-in-Place Thermosetting Resin Pipe (CIPP)
7-23.1(3) CIPP Liner Samples
The Contractor shall prepare samples of the installed CIPP liner for subsequent testing of its physical
properties. Samples shall be prepared and tested using the flat plate sampling method in accordance
with the procedures in Section 8.1 of ASTM F 1216 or ASTM F 2019, as is applicable. The sample will
be constructed on the same materials (tube and resin/catalyst) as is used for that given liner
installation. The flat plate sample shall be large enough to provide five sample specimens for each
Short Term Flexural (Bending) properties as per ASTM D 790 and ASTM D 638 respectively.
The cured sample shall be tested by an independent testing laboratory, as recommended by the CIPP
liner manufacturer and approved by the Engineer, for the bending and tensile properties, as per
ASTM D 790 and ASTM D 638 respectively. Final payment will not be made until test results are
received. The Contractor shall be responsible for any deviation from the specified physical properties
i and those evaluated through testing. Failure to meet the specified physical properties will result in
the CIPP liner being considered defective work which will be handled in accordance with Section 1-05
of the standard specifications. The Contractor shall be responsible for all costs associated with the
testing of the liner physical properties.
The above-stated sampling shall be performed for each separate installation of CIPP. For example:
one flat plate sample from each individual pipeline liner installed.
The wall thickness of the material tube shall be ordered to the next standard 1.0 mm incremental
thickness above the minimum calculated design thickness. Unless otherwise specified to provide for
excess resin migration, the gap thickness of the wetting-out equipment shall be sized to allow an
excess of 5 to 10 percent resin to pass during impregnation. The minimum wall thickness shall be
determined at a minimum of three locations on a cut section of the CIPP flat plate sample using a
method of measurement accurate to the nearest 0.005 inch.
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7-23.1(4) CIPP Liner Handling
Contractor shall exercise adequate care during transportation, handling, and installing to ensure the
CIPP material is not torn, cut, or otherwise damaged. If any parts of the CIPP materials becomes torn,
cut, or otherwise damaged before or during insertion, it shall be repaired or replaced in accordance
with the manufacturer's recommendations and approval by the Engineer before proceeding further;
and at the Contractor's expense.
7-23.2 Materials
7-23.2(1) General Specifications
All materials and installation procedures provided by the Contractor for use in the CIPP installation
process shall be equal to or exceed the requirements of Sections 5 and 7 of ASTM F 1216 or ASTM F
2019 Section 5 and 6, as is applicable.
Wrinkles in the finished liner pipe which cause a backwater of one (1) inch or more or reduce the
hydraulic capacity of the pipe (wrinkles which exceed five (5) percent of the pipe diameter) are
unacceptable and shall be removed or repaired by the Contractor at no additional cost to the Owner.
Wrinkles in the finished liner pipe that reduce the structural stability of the pipe are unacceptable. If
a void between the wrinkle and the pipe exists, the Contractor shall repair or replace that section of
the pipe at no additional cost to the Owner. Methods of repair shall be proposed by the Contractor
and submitted to the Engineer for review.
Contractor shall be responsible for control of all material and process variables to provide a finished
CIPP possessing the minimum properties specified in ASTM F 1216 or ASTM F 2019, as is applicable .
and supplemented herein.
7-23.2(2) Chemical Resistance
The chemical resistance tests should be completed in accordance with Test Method ASTM D 543. ,
Exposure should be for a minimum of one month at 73.4 degrees F. During this period,the CIPP test
specimens should lose no more than 20 percent of their initial flexural strength and flexural modulus
when tested in accordance with Section 8 of ASTM F 1216 or ASTM F 1743, whichever is applicable.
The Contractor shall be responsible for all costs associated with the chemical resistance tests.
Proof of meeting these requirements shall be provided to the Engineer for approval at least ten (10)
days prior to commencement of work.
7-23.2(3) Component Properties
The fiberglass tubing shall be made of non corrosion material and shall be free from tears, holes, cuts,
foreign materials and other surface defects.
The physical properties apply to CIPP manufactured polyester or vinylester resin. Resins should be
appropriate for conditions encountered.
7-23.2(4) Finished and Cured CIPP Liner Properties
The physical properties of the cured CIPP shall have minimum initial test values as given in Section 17-
21. Properties for these or any other enhanced resins shall be substantiated with test data.
7-23.2(5) Dimensions
Contractor shall make allowances in determining the in-liner tube length and circumference for
stretch during installation and shrinkage during curing. The minimum length shall be that which
continuously spans the distance from the center of the inlet manhole to the center of the outlet
manhole. The Contractor shall verify the lengths in the field before the in-liner tube is cut and
impregnated. Individual installation runs may include one or more manhole-to-manhole sections as
approved by the Engineer. Installation of the liner shall be through existing or new manholes.
Excavation for liner insertion shall not be permitted except to replace the manhole cones, if
necessary and/or required.
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The diameter of the existing pipes may be larger than the nominal inside diameter. It is the
Contractor's responsibility to determine the required diameter of the liner.
The maximum wall thickness shall be at least the calculated design thickness, or the minimum
specified, to increase the diameter only as much as necessary.
7-23.3 Construction Requirements
7-23.3(1) Installation Procedures
It is forbidden to "wet-out" in-liner at the construction site because of external influences such as
heat, no possibilities to control vacuum and correct mixture of resin.
The Contractor shall ensure that the pressure inside of the CIPP tube exceeds the outside pressure
due to groundwater.
7-23.3(1)A Installation Process
The liner will be installed by the pull/winch method.
The Contractor has to make sure that at no time resin can come in contact to the groundwater and
cause environmental issues. Preparing the old pipe or inversion of a pre-liner is part of the
installation and is included without any additional costs.
Before pulling the in-liner in, a protective foil has to be installed. The in-liner tube shall be
impregnated with resin and lowered into the manhole. The tube shall then be pulled into position
within the existing pipe with the aid of a power winch that is equipped with a device to monitor the
force and prevent excessive tension and tube elongation as determined by the liner manufacturer.
The pipe shall then be inflated with air.The in-liner has to be inspected immediately before starting
the curing process.
7-23.3(1)B Curing
Pre-curing video inspection of the inflated liner must be recorded and the entire length of the liner
must be recorded including the liner section that the light chain occupies at any one time. Two
cameras must be located on the light chain, one on the front and one on the rear of the light chain to
insure the entire length of the liner has been properly inflated. Curing must be done under UV— Light
only. The curing process shall follow a step cure or similar approach recommended by the
manufacturer and approved by the Engineer, and shall be held at the top step for an adequate length
of time as determined by the liner manufacturer to ensure that the design physical properties are
attained.
Pressure, temperature and curing process shall be monitored by both, computer and video at any
time as determined by the liner manufacturer.
7-23.3(2) Finished Product
The finished CIPP shall be continuous over the entire length of an installation run.
Defects such as foreign inclusions, dry spots, pinholes, de-lamination, and wrinkling beyond the
specification allowances, determined by the Engineer as affecting the integrity or strength of the
CIPP, or as adversely affecting the hydraulic capacity of the CIPP, shall be repaired or replaced at the
Contractor's expense.
7-24 RESIN IMPREGNATED CIPP FOR SEWER MAIN TO LATERAL REHABILITATION
New Section
7-24.1 Description
This Section specifies rehabilitation of the existing sewer main to the sewer lateral connection by the
installation of a resin-impregnated one-piece main and lateral cured-in-place lining, using air inflation
and inversion, without excavation.
The main to lateral rehabilitation shall be installed solely from inside the existing sewer main, without
excavation at the main connection or along the existing sewer lateral. A resin-impregnated one-piece
main and lateral lining shall be installed by means of air inflation and inversion. The liner shall be
pressed against the host pipe by pressurizing a bladder that is held in place until the thermo-set
resins have cured. When cured, the lateral liner shall extend approximately three (3) feet into the
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service lateral and a particular section of the main pipe as a continuous, one piece, tight fitting,
corrosion resistant and verifiable non-leaking structural connection and seal.
The main/lateral lining shall be designed and installed in accordance with ASTM F2561-06 "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."
The term "main" shall mean the public sanitary sewer.mainline pipe or sub-mainline pipe. The term
"lateral" shall mean the sanitary sewer lateral pipe, which connects the customer's private sanitary
system to the "main". The term "pipeline" shall mean "main" and/or "lateral".
7-24.1(1) Related Work Specified Elsewhere
'+ r
General Specifications for CIPP, Section 7-21
7-24.1(2) Licensing
The Contractor or sub-contractors shall be registered to work in the City of Renton.
The Contractor or sub-contractor installing the main to lateral rehabilitation shall have a current
license agreement with the product.Manufacturer or Assembler.
Individuals installing the main to lateral rehabilitation shall be certified by the product Manufacturer
or Assembler.
Lining installation shall be in accordance with the requirements of the product Manufacturer or
Assembler and as directed by their Technical Representative. This includes the correction of
defective work.
1r
Certification showing that the Installer is currently licensed by the appropriate licensor to perform the
identified installation shall be provided.
7-24.1(3) Contractor and Manufacturer Qualifications
The Manufacturer of the main to lateral rehabilitation liner shall have a minimum of 10,000
successful installations of the proposed rehabilitation system in the past five years which meet the
requirements of these specifications. Manufacturer's using standards other than those listed in these
specifications shall demonstrate to the satisfaction of the Owner that the standards followed produce
a product that is, at a minimum, equal to the quality of product developed using the listed standards. !
The main to lateral rehabilitation lining Contractor shall have a minimum of five (5) successfully
completed projects totaling a minimum of 2,500 successful installations using the proposed main to i
lateral rehabilitation technology. In addition, the Contractor's project superintendent shall have a
minimum of three (3) successfully completed projects totaling a minimum of 1,000 successful
installations using the proposed main to lateral rehabilitation technology. The Contractor's identified
project superintendent shall be on the project for the duration of the project and shall be available at i
all times during the rehabilitation. At least one person on the Contractor's installation crew shall
have a minimum of one (1) year of main to lateral rehabilitation installation experience and shall be
on the project site at all times.
Main and lateral cured-in-place lining products submitted for approval shall be provided with third
party test results supporting long-term performance and structural strength of the product. Third
party test result data shall be satisfactory to the Engineer. Test samples shall have been prepared so i
as to simulate the installation methods and trauma of project conditions. Products that rely on glue
or epoxy connections between the integral main line sewer liner and the lateral liner, and do not I +
provide full circumference main line lining, will not be considered as an acceptable alternative.
7-24.1(4) Contractor Submittals
All procedures or material descriptions requiring the Engineer's approval shall be submitted not less
than 15 calendar days prior to mobilizing or commencing any main to lateral rehabilitation activities
at the site of the work and shall include the following information:
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A. Main to Lateral Rehabilitation Lining Plan to include the following:
• Work sequence organized by mainline pipeline section with installation schedule.
• Anticipated cleaning and preparation requirements.
• . Sewer Service Interruption Notification Plan.
B. Manufacturer's certificate(s) indicating that the supplied lining materials meet the requirements of the
Specifications, ASTM standards and a certificate of compliance from an independent third party lab.
C. Details on all lining materials and resins, including thickness design calculations.
D. Name of resin supplier and liner fabric supplier.
E. Manufacturer's or Assembler's certification that the liner materials and system are in compliance with the
specifications, codes, and standards referenced in these specifications.
F. Manufacturer's or Assembler's recommendations for factory and field (whichever applies) wet out
procedures including: volume of resin per unit of liner, mixing ratios and procedures for resin and
catalyst/hardener, shelf life of resin, pot life of resin, required wet out procedure to ensure full saturation,
and other criteria deemed necessary to ensure proper wet out of the liner.
l
G. Manufacturer's or Assembler's recommendations for storage procedures and temperature control,
handling and inserting the liner, curing details, service connection methods, trimming and finishing, and
minimum equipment requirements to allow for an adequate installation.
H. Manufacturer's or Assembler's recommendations and procedures for minimum and maximum pressures,
temperatures, and time durations to be used.
y �
I. Material Safety Data Sheets for resins, hardeners, catalysts, solvents, and all other compounds or
chemicals to be used on the job site.
J. Informational hand out that describes the materials, processes, and odors associated with the lining
process. This handout shall be provided at the request of concerned residents.
7-24.1(5) Quality Assurance
The Manufacturer or Assembler shall provide the following:
List of inspection items that should be observed and recorded. Inspection items include
I p p pre-installation
activities, product identification, installation procedures, equipment operations, and post-installation
activities.
Review all post-installation CCTV tapes of the installed liner. Following this review the Manufacturer's or
Assembler's representative shall provide certification to the Engineer ensuring that the Contractor's
installation meets the Manufacturer's or Assembler's requirements and will not void the warranty.
The finished main to lateral rehabilitation shall be continuous over the entire length of the rehabilitated sewer
service lateral, including 16" of the main pipe (5" on either side of a 6" lateral or 6" on either side of a 4"
lateral connection) and shall be free from visual defects such as foreign inclusions, dry spots, pinholes, and de-
lamination.
The finished main to lateral rehabilitation shall be smooth with minimal wrinkling and increase flow rate.
I Wrinkles in the finished main to lateral rehabilitation greater than 5 percent of the pipe diameter are
unacceptable and shall be removed and repaired by the Contractor at the Contractor's expense.
The finished main to lateral rehabilitation shall be free of dry spots, lifts, and delaminated portions. The main
to lateral rehabilitation shall taper at each end providing a smooth transition for accommodating video
equipment and maintaining proper flow in the mainline and lateral.
Methods of repair shall be proposed by Contractor and submitted to the Engineer for review and approval.
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After the work is completed, the installer will provide the owner with video footage documenting the repair
and the visual markings identifying the sewer lateral address as completed work. The finished product must
provide an airtight/watertight verifiable non-leaking connection between the main sewer and sewer service
lateral.
7-24.1(6) Warranty
The Contractor shall warrant each lateral lined with the specified product against defects in materials, surface
preparation, lining application, and workmanship for a period of 12 months from the date of final acceptance
of the project. The Contractor shall, within one month of written notice thereof, repair defects in materials or
workmanship that may develop during said 12-month period. Defects shall be defined as: visible leakage of
groundwater through the main to lateral rehabilitation system, de-lamination of any portion of the main to i
lateral rehabilitation system as visible from CCTV inspection, or separation of any part of the main to lateral
rehabilitation system from the host pipe to the extent that the inside diameter in the separated area is 90
percent or less of the completed rehabilitation.
The Contractor shall also repair any damage to other work; damage to sewer system components (including
pump stations) damages to buildings, houses or environmental damage caused by the backup of the sewer
because of the failure of the lining system or repairing of the same at the expense of Contractor, and without 1
cost to the Owner.
Repairs shall include removal of the existing liner and re-lining if possible, or excavation and replacement of ;
the section of pipe where the defect occurs.
7-24.2 Materials
It
7-24.2(1) General
The main to lateral rehabilitation shall be designed per ASTM F1216,Appendix X1.
The main to lateral rehabilitation design for the lateral tube shall assume no bonding to the original pipe.
7-24.2(2) Liner Assembly
The liner assembly shall be continuous in length with an approximate length of three (3) feet and consist of r'
one or more layers of absorbent textile material, i.e. needle punched felt, circular knit or circular braid that I
meet the requirements of ASTM F1216 and ASTM D5813 Sections 6 and 8. The textile tube and sheet shall be
constructed to withstand installation pressures, have sufficient strength to bridge missing pipe segments, and
flexibility to fit irregular pipe sections. The wet-out textile tube and sheet shall meet ASTM F 1216, 7.2 as
applicable, and shall have a uniform thickness and 5%to 10% excess resin distribution that, when compressed
at installation pressures,will meet or exceed the design thickness after cure.
7-24.2(3) Bladder Assembly
The outside layer of the textile tube (before inversion) and interior of the textile sheet shall be coated with an
impermeable, translucent flexible membrane. The textile sheet before insertion shall be permanently marked
as a "Lateral Identification" correlating to the address of the building and the lateral pipe services. The sheet
and tube shall be surrounded by a second impermeable, flexible translucent membrane (translucent bladder)
that will contain the resin and facilitate vacuum impregnation while monitoring of the resin saturation during I i
the resin impregnation (wet-out) procedure.
7-24.2(4) Mainline Connection
4
The mainsheet and lateral tube shall be a one-piece assembly formed in the shape of a "T" or WYE. No
intermediate or encapsulated elastomeric layers shall be in the textile that may cause de-lamination in the
cured in-place pipe. The main sheet will be flat with one end overlapping the second end and sized accordingly
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to create a circular lining equal to the inner diameter of the main pipe. The lateral tube shall be continuous in
length and the wall thickness shall be uniform. The lateral tube shall be capable of conforming to offset joints,
bells, and disfigured pipe sections.
7-24.2(5) Resin System
The resin/liner system shall conform to ASTM D5813 Section 8.2.2 - 10,000-hour test.
The resin shall be a corrosion resistant polyester,vinylester, epoxy or silicate resin and catalyst system that
when properly cured within the composite liner assembly, meets the requirements of ASTM F1216,the
physical properties herein, and those which are to be utilized in the design of the main to lateral rehabilitation,
for this project.
The resin shall produce a rehabilitation which will comply with the structural and chemical resistance
requirements of ASTM F1216.
Table 1 MAIN TO LATERALL REHABILITATION INITIAL STRUCTURAL PROPERTIES
Minimum value
Property ASTM Test PSI MPa
Flexural Strength D 790 4,500 (31)
f' Flexural Modulus D 790 250,000 (1,724)
7-24.2(6) Manufacturer
The main to lateral connection rehabilitation system shall be SHORTYTM as manufactured by LMK
Technologies, or approved equal.
7-24.3 Construction Requirements
7-24.3(1) General
The reconstruction shall be accomplished using a non-woven textile tube of particular length and a thermo-set
resin with physical and chemical properties appropriate for the application. The lateral tube located shall be
vacuum impregnated with the synthetic resin and placed inside of a protective carrying device. When the
1 launching device is properly positioned at the lateral connection, the mainline bladder shall be inflated by
I pressurized air that presses the main liner against the host pipe. The lateral portion shall then be inverted up
through the lateral service line by the action of the inversion bladder. Once the resin-saturated liner is cured,
the inversion bladder and launching/carrying devices shall be removed.
7-24.3(2) Preparation
' 1 7-24.3(2)A Cleaning
Clean and prepare pipe per Section 7-21 and the Manufacturer's or Assembler's requirements.
7-24.3(2)B Sewer Flow Management and Bypass Pumping
In accordance with General Specifications for CIPP, Section 7-21.3(1), it shall be the Contractor's responsibility
to coordinate with the lateral service owner for temporary interruption of sewer service. The Contractor shall
p Y p
i also be responsible to provide temporary flow diversion and bypass pumping if the flow in the lateral service
cannot be eliminated through coordination with the property owner.
l 7-24.3(3) Installation
I 7-24.3(3)A Access Safety
All confined space entry shall be performed in accordance with special provision 1-07.28.
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7-24.3(3)B Accessing the Lateral
The lateral pipe shall be remotely accessed from the main line sewer for cleaning, inspection, installation and
post inspections. No access shall be required from the property owner side of the lateral service.
7-24.3(3)C Main Line Flows
If required,the main pipe flows shall be by-passed. The pumping system shall be sized for normal to peak flow
conditions. The upstream manhole shall be monitored at all times and an emergency deflating system will be
incorporated so that the plugs may be removed at any time without requiring confined space entry.
7-24.3(3)D Inspection of Pipelines
1
The interior of the pipeline shall be carefully inspected to determine the location of any condition that would
prevent proper installation, such as roots, and collapsed or crushed pipe sections. These conditions shall be
noted and reported to the Engineer. The pipeline inspection shall be performed by experienced personnel
trained in locating breaks, obstacles, and service connections by closed circuit television.
7-24.3(3)E Line Obstructions
The existing lateral shall be clear of obstructions that prevent the proper insertion and expansion of the lining i
system. Changes in pipe size shall be accommodated, if the lateral tube is sized according to the pipe diameter
and condition. Obstructions may include dropped or offset joints of no more than 20% of inside pipe
diameter.
7-24.3(3)F Resin Impregnation
The lateral tube and mainline sheet shall be encapsulated within the translucent bladder (liner/bladder 1 i
assembly) and shall be vacuum-impregnated with resin (wet-out) under controlled conditions. The volume of
resin used shall be sufficient to fill all voids in the textile lining material at nominal thickness and diameter.
The volume shall be adjusted by adding S% 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 in the original pipe. No dry or
unsaturated area in the mainline sheet or lateral tube shall be acceptable upon visual inspection.
7-24.3(3)G Liner Insertion I
The lateral tube and inversion bladder will be inserted into the carrying device. The mainline liner and bladder f `
shall be wrapped around the launching device and held firmly by placing four (4) hydrophilic O-rings around 1
the main liner. An adhesive sealant, 300ml in volume, shall be applied to the main/lateral interface and shall
be applied as a two-inch (2") wide band on the main liner. Both the launching and carrying device shall be
pulled into the pipe using a cable winch. The lateral tube shall be completely protected during the pull. The
mainline liner shall be supported above the pipe invert. The liner assembly shall not be contaminated or
diluted by exposure to dirt, debris, or water during the pull. a
7-24.3(3)H Bladder
The main bladder shall be inflated so that the main sheet expands, embedding the hydrophilic 0-rings
between the main liner and the main pipe as the main liner is pressed tight against the main pipe. The lateral
tube shall be inverted by the action of the lateral bladder through the center of the main liner as it extends up
into the lateral pipe to a termination point that shall be approximately 3-feet from the main line sewer. The
Main/Lateral bladder assembly shall extend past all ends of the liner, and no cutting shall be required. l i
7-24.3(3)1 Curing
After liner placement is complete; pressure shall be maintained to press the liner firmly against the inner pipe
wall. The liner shall be chemically cured at ambient temperatures or by a suitable heat source. The heating
equipment shall be capable of delivering a mixture of steam and air throughout the liner bladder assembly to
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uniformly raise the temperature above the temperature required to cure the resin. The curing of the main to
lateral rehabilitation must take into account the existing pipe material, the resin system, and ground
conditions (temperature, moisture level, and thermal conductivity of the soil). The heat source temperatures
shall be monitored and logged during the cure and cool. down cycles. The manufacturer's recommended cure
schedule shall be submitted.
7-24.3(3)1 Main to Lateral Rehabilitation Processing
Curing shall be done without pressure interruption with air, or a mixture of air and steam, for the proper
duration of time per the resin manufacturer's recommendations. When the heat source is removed and the
temperature on both ends of the main to lateral rehabilitation reaches 100 degrees Fahrenheit or less, the
processing shall be finished.
7-24.3(4) Field Testing
7-24.3(4)A Sampling
A main to lateral rehabilitation sample shall be prepared by securing a flat plate mold using the textile tube
material and resin system as used for the rehabilitated pipe.
7-24.3(4)B Pressure
The pressure applied on the plate sample shall be equal to the highest pressure exerted on the lateral tube
during the inversion process.
7-24.3(4)C Length
i The minimum length of the sample must be able to produce at least five specimens for testing in accordance
with ASTM D-790-03.
7-24.3(4)D Conditioning
Condition the test specimens at 73.4±3.62 F (23±29C) and 50±5% relative humidity for not less than 40 hour
priors to test in accordance with Practice ASTM D 618,for those tests where conditioning is required.
7-24.3(4)E Short-Term Flexural (Bending) Properties
The initial tangent flexural modulus of elasticity and flexural stress shall be measured for gravity and pressure
pipe applications in accordance with Test Method D 790 and shall meet the minimum requirements of Table 1.
7-24.3(4)F Liner Wall Thickness
The minimum wall thickness at any point shall not be less than 87.5%of the specified design thickness as
agreed upon between the Owner and the Contractor.
1
r 7-24.4 Measurement
Measurement for"CIPP for Main to Lateral Rehabilitation, X"x X" Diameter" will be per each.
7-24.5 Payment
Measurement and Payment Schedule for CIPP for Main to Lateral Rehabilitation, X" x X" Diameter is shown in
Section 1-09.14
8-09 RAISED PAVEMENT MARKERS
L
8-09.5 Payment
Section 8-09.5 has been revised as follows:
Payment will be made for each of the following bid items that are included in the proposal:
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"Raised Pavement Marker Type 1", per each.
"Raised Pavement Marker Type 2", per each. '
"Raised Pavement Marker Type 3- In.", per each.
"Recessed Pavement Marker", per each.
The unit contract price per each for"Raised Pavement Marker Type 1", "Raised Pavement Marker Type 2",
and "Raised Pavement Marker Type 3- In." and "Recessed Pavement Marker" shall be full pay for
all labor, materials, and equipment necessary for furnishing and installing the markers in accordance with
these Specifications, including all.cost involved with traffic control unless traffic control is listed in the
Contract as a separate pay item.
8-13 MONUMENT CASES t
8-13.1 Description ;
Section 8-13.1 is revised and supplemented as follows:
This Work shall consist of furnishing and placing monument cases and covers, in accordance with the
Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or
as staked by the Engineer or by the Contractor supplied Surveyor.
8-13.3 Construction Requirements
Paragraphs 2 and 3 of Section 8-13.3 is revised and supplemented as follows:
The monument will be furnished and set by the Engineer or by the Contractor supplied Surveyor.
When existing monuments will be impacted by a project, the Contractor shall be responsible for assuring
that a registered surveyor references the existing monuments prior to construction. After construction is
complete,the monuments shall be re-established by the Surveyor in accordance with RCW58.09.130.
8-13.4 Measurement
Section 8-13.4 is supplemented by adding the following:
All costs for surveying and resetting existing monuments impacted by construction shall be considered
incidental to the Contract unless specifically called out to be paid as a bid item.
8-13.5 Payment
Section 8-13.5 is supplemented by adding the following: l
"Reset Existing Monument" per each.
Resetting an existing monument impacted by construction shall be incidental unless included as a pay
item in the Schedule of Prices.
8-14 CEMENT CONCRETE SIDEWALKS
8-14.3(4) Curing
Section 8-14.3(4) is replaced with:
The curing materials and procedures outlined in Section 5-05.3(13) of the Standard Specifications shall
prevail, except that white pigmented curing compound shall not be used on sidewalks. The curing agent
shall be applied immediately after brushing and be maintained for a period of 5 days.
The Contractor shall have readily available sufficient protective covering, such as waterproof paper or
plastic membrane, to cover the pour of an entire day in the event of rain or other unsuitable weather.
During the curing period, all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic
shall be excluded for such additional time as the Engineer may specify.
The Contractor shall be responsible for barricading, patrolling, or otherwise protecting the newly placed
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concrete to prevent damage. Damaged, vandalized, discolored, stained, or unsightly concrete shall be.
removed and replaced at the expense of the Contractor.
8-14.4 Measurement
' Section 8-14.4 is supplemented by adding the following:
When the Contract contains a pay item for "Curb Ramp, Cement Concrete," the per each measurement
shall include all costs for the complete installation per the Plans and standard details including expansion
joint material, curb and gutter and ramped sidewalk section. Sawcutting, removal and disposal of
excavated materials including existing pavement and sidewalk, crushed surfacing base materials and all
other Work, materials and equipment required per Section 8-14, shall be included in the per each price
for "Curb Ramp, Cement Concrete" unless any of these other items are listed and specified to be paid as
separate pay items.
If the Contract does not provide a pay item for"Curb Ramp, Cement Concrete," but the Plans call for such
installation, then quantities shall be measured with and paid for under the bid items for Curb and Gutter
and for Cement Concrete Sidewalk. When curb ramps are to be constructed of asphalt concrete, the
payment shall be included in the pay item for"Miscellaneous and/or Driveway Asphalt Concrete."
8-14.5 Payment
Section 8-14.5 is supplemented by adding the following:
"Curb Ramp, Cement Concrete," per each.
Payment for excavation of material not related to the construction of the sidewalk but necessary before
the sidewalk can be placed, when and if shown in the Plans, will be made in accordance with the
provisions of Section 2-03. Otherwise, the Contractor shall make all excavations including haul and
disposal, regardless of the depth required for constructing the sidewalk to the lines and grades shown,
and shall include all costs thereof in the unit contract price per square yard for "Cement Concrete
Sidewalk" and the per each contract price for"Curb Ramp, Cement Concrete"
8-22 PAVEMENT MARKING
'y 8-22.1 Description
The following item in Section 8-22.1 is revised as follows:
Crosswalk Stripe
A SOLID WHITE line, 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe and
parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See
detail sheet.
Skip Center Line (Replacement)
A BROKEN YELLOW line 4 inches wide. The broken or "skip" pattern shall be based on a 24-foot unit
consisting of a 9-foot line and a 15-foot gap. Skip center strip is used as centerline delineation on two-
lane or three-lane,two-way highways.
Double Yellow Center Line (Replacement)
i Two SOLID YELLOW lines, each 4 inches wide, separated by a 4-inch space. Double yellow center stripe is
used as centerline delineation on multilane,two-way highways and for channelization.
Approach Line (New)
A SOLID WHITE line, 8 inches wide, used to separate left and right turning movements from through
movements, to separate high occupancy vehicle lanes from general-purpose lanes, for islands, hash
marks,and other applications. Hash mark stripes shall be placed on 45-degree angle and 10 feet apart.
Lane Line (Replacement)
A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the same direction.
The broken or"skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-foot gap.
96
05/17/2012
Two Way Left Turn Line (Replacement)
A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4-inch
space. The broken or "skip" pattern shall be based on a 24-foot unit consisting of a 9-foot line and a 15-
foot space.The solid line shall be installed to the right of the broken line in the direction of travel.
Crosswalk Line (Replacement)
A SOLID WHITE line, 8 inches wide and 10 feet long, installed parallel to another crosswalk stripe and
parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes. See
detail sheet.
Stop Line (Replacement)
A SOLID WHITE line 12, 18, or 24 inches wide as noted on the Contract Plans.
8-22.3(5) Installation Instructions
Section 8-22.3(5) is revised as follows:
(******)
A manufacturer's technical representative need not be present at the initial material installation to i
approve the installation procedure.
8-22.5 Payment
Section 8-22.5 is supplemented as follows:
(******)
"Approach Stripe," per linear foot.
"Remove Paint Line ....." wide," per linear foot.*
Remove Plastic Line ......" Wide," per linear foot.*
"Remove existing traffic markings, "per Lump Sum.*
*The linear foot contract price for "Remove Paint Line" and "Remove Plastic Line" and the lump sum
contract price for "Remove existing traffic markings" shall be full compensation for furnishing all labor,
tools, material, and equipment necessary for removal of existing traffic markings as per the Plans,
Specifications and detail sheets. If these pay items do not appear in the contract schedule of prices, then
the removal of old or conflicting traffic markings required to complete the channelization of the project as
shown on the Plans or detail sheets shall be considered incidental to other items in the Contract and no
further compensation shall be made.
8-23 TEMPORARY PAVEMENT.MARKINGS
-
8 23.5 Payment
Section 8-23.5 is supplemented with the following:
(******)
If no pay item is included in the Contract for installation, or for removal of temporary pavement markings,
then all costs associated with these items are considered incidental to other items in the Contract or
included under"Traffic Control," if that item is included as a bid item.
9-03.8(7) HMA Tolerances and Adjustments
Item 1 is deleted and replaced with:
(******)
1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents
of the mixture at the time of acceptance shall conform to the following tolerances:
Nonstatistical Commercial
Evaluation Evaluation
Aggregate, percent passing
1",W,Y", and 3/8" sieves ±6% ±8%
U.S. No.4 sieve ±6% ±8%
U.S. No. 8 sieve ±6% ±8%
97
05/17/2012
U.S. No. 16 sieve ±4% ±6%
U.S. No. 30 sieve ±4% ±6%
U.S. No. 50 sieve ±4% ±6%
U.S. No. 100 sieve ±3% ±5%
U.S. No. 200 sieve ±2.0% ±3.0%
Asphalt Binder ±0.5% ±0.7%
VMA 1.5%below minimum value in 9-03.8(2)
VFA minimum and maximum as listed in 9-03.8(2)
Va 2.5%minimum and 5.5% maximum
These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit
for aggregate shall not exceed the limits of the control point's section, except the tolerance limits for
sieves designated as 100% passing will be 99-100.
9-08 PAINTS
9-08.8 Manhole Coating System Products
Section 9-08.8 is a new section and subsections:
9-08.8(1) Coating Systems Specification
A. High Solids Urethane
Coating C1
System:
Coating High Solids
Material: Urethane
Surfaces: Concrete
Surface In accordance with
Preparation: SSPC SP-7 (Sweep
or brush off blast)
Application: Shop/Field:The
drying time
between coats shall
not exceed 24
hours in any case
System 6.0 mils dry film
Thickness:
Coatings: Primer: One coat of
Wasser MC-
Aroshield high
solids urethane (2.0
DFT) Finish:Two or
more coats of
Wasser MC-
Aroshield (min.4.0
DFT)
Color: White
9-23 CONCRETE CURING MATERIALS AND ADMIXTURES
9-23.9 Fly Ash (RC)
Section 9-23.9 is revised as follows:
Fly ash shall not be used around water lines.
98
STANDARD DRAWINGS
SEAL WITH AR 4000 OR
APPROVED EQUAL AND DRY
SAND AFTER PATCHING
PATCHED AREA
A A
COVER >
Y
PLAN
N TS
OUTSIDE DIA. 2" ASPHALT CLASS "B"
OR AS APPROVED BY
THE ENGINEER.
�\ 4" CONCRETE
SECTION A-A
DOTES:
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET.
ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR
CONCRETE BLOCKS PER STD. PLAN 400.1.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH
CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
WITH 2" OF ASPHALT CLASS "B" OR AS APPROVED BY
THE ENGINEER.
Y
TYPICAL UTILITY COVER STD. PLAN - 400.4
+ PUBLIC WORKS ADJUSTMENT FOR
DEPARTMENT PAVEMENT OR OVERLAY DECEMBER 2010
i
BOLTH❑LES — 3 PLCS
SMDA NDdI EQUALLY SPACED 120°
NVabaf lsv3 APART ON 23 1/16' (586mm)
DIA B,C, (SEE DETAIL)
z aAivaiuN
.b DDC I=
® ® s �u
ti
RENTON
a0
SEWER �ti
MADE IN USA COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25' DIA.
1635mm] 1• <3) BLT S❑C. (ALLEN HEAD)
3/4' 25mm] 5/8'-11 X SS
RUBBER WASHER
C19mm]
8 3/4' 2 1/2'
F
1222mm] C64mm]
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
26 112' DIA
C673mm]
25 1/4' DIA
1641mm] 1 1/16' C6mm 1mm
1/4'. (6mm) DIA 127mm] ] 127mm]
NEOPRENE GASKET
6' 1/8'
C152mm] Lamm]
1/8'
CR3mm]
C16 8 ]23 3/8C594m CL ❑PEN GASKET GROOVE DETAIL
27 5/16' DIA
C694mm]
34 1/8' DIA
1867mm] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
'SEWER"), OR WATER (SPECIFY "WATER").
STD. PLAN — 401
PUBLIC WORKS MANHOLE FRAME AND COVER
' �•` DEPARTMENT
�� o DECEMBER 2008
1 /2 PLUG AS DAM
TEE OF APPROPRIATE SIZE
a: !
e
•r
SEE NOTE 6
••e
:::::��- "RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
r'
90° BEND
a 3/4 THE DIAMETER OF
' THE DOWNSTREAM PIPE
NOTES:
1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE
WASTEWATER UTILITY SECTION.
2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE.
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60" DIAMETER.
4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR,
KOR-N-SEAL BOOTS OR APPROVED EQUAL.
5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER
OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN
DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER
UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE.
6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS
SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
�Y
G� �
PUBLIC WORKS INSIDE DROP CONNECTION STD. PLAN — 402.2
DEPARTMENT FOR SANITARY MANHOLE
��NZO� AUGUST 2011
i
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
,. SA:NITARY PIPE 0.D. OF PIPE
(SEE NOTE )
FOUNDATION LEVEL
6„
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFILL MATERIAL.
6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS'' AS
SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
til Y °
"�► PUBLIC WORKS PIPE BEDDING STD. PLAN — 405
` DEPARTMENT FOR SANITARY SEWERS
��N�o MARCH 2008