HomeMy WebLinkAboutContract Award Date:- CAG 06 0?-5
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WA '38027
Bidding Requirements, City of Renton +
L Forms, Contract Forms, Conditions of
the Contract,Plans and Specifications
City of Renton
L Construction of-
RENTON MUNICIPAL AIRPORT
SECURITY GATE REPLACEMENT
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PHASE 2
L PROJECT NO. AIP 3-53-0055-16
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00 12040
City of Renton -I
1055 South Grady WayfONAL
Renton WA 98055
LGeneral Bid Information: 425-430-7200 EXPIRES:9/30/
Project Manager: Ryan Plut 425-430-7372
Airport Manager: Ryan Zulauf 425-430-7471
Printed on Recycled Paper
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"" CITY OF RENTON
RENTON, WASHINGTON
to
to CONTRACT DOCUMENTS
for the
RENTON MUNICIPAL AIRPORT
SECURITY GATE REPLACEMENT PHASE 2
PROJECT NO. AIP 3-53-0055-16
May 2006
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BIDDING REQUIREMENTS
CONTRACT FORMS
CONDITIONS OF THE CONTRACT
SPECIFICATIONS
PLANS
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CITY OF RENTON
1055 South Grady Way
Renton, WA 98055
® Printed on Recycled Paper
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RENTON MUNICIPAL AIRPORT
SECURITY GATE REPLACEMENT- PHASE 2
ADDENDUM NO. 1 TO THE BID PROPOSAL, CONTRACT
DOCUMENTS AND SPECIFICATIONS
Date of Issue: 28 March, 2006
Date of Bid Opening: 11 April.2006
„ NOTICE TO ALL PLANHOLDERS:
The Bid Documents for the above-named project are modified as described below. Bidders shall take this
Addendum into consideration when preparing and submitting their bids.
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Bidders shall attach this addendum to their copy of the Contract Documents, and shall acknowledge receipt
of this Addendum in the space provided in the Proposal Form. Failure to do so will subject the Bidder to
disqualification of his bid.
THE BID DOCUMENTS ARE MODIFIED AS FOLLOWS:
CALL FOR BIDS:
A pre-bid walk-though will be held at 1:30 p.m., Wednesday, March 29, 2006 starting in the conference
room of the Renton Airport Tower (425-430-7471) and will proceed around the perimeter of the airport to
each site. ATTENDANCE BY BIDDERS IS MANDATORY. Those not attending will not be considered.
A simple diagram of existing network routing and connectivity will be handed out at the walk-through.
SHOULD BE:
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A pre-bid walk-though will be held at 1:30 p.m.,Wednesday, March 29, 2006 starting in the conference
room of the Renton Airport Tower (425-430-7471) and will proceed around the perimeter of the airport to
each site. Attendance by bidders is wanda" suggested. A
simple diagram of existing network routing and connectivity will be handed out at the walk-through.
SPECIAL PROVISIONS:
PAGE SP-63: Bidders shall revise the first two sentences of paragraph 5 of the following section:
+ 8-27 SECURITY GATE ACTUATORS AND CONTROLS
8-27.3 Construction Requirements New
"Each gate shall be connected by wireless modem and antenna to an existing antenna and central controller
and computer located on the airport tower. The tower equipment is existing in place and is currently opera-
tional."
SHOULD BE:
Renton Municipal Airport Security Gate Replacement—Phase 2 ADDENDUM NO. I
City of Renton March 23,2006
Page t of 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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"Each gate shall be connected by wireless modem and antenna to a new antenna located on the airport
�r tower. The antenna on the tower shall be connected through a PIM (panel interface module) to the tower's
existing central controller which is currently in place and operational."
Paragraph 6 is deleted.
ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT
THE CITY OF RENTON
Richard L. Perteet, P.E.
Transportation Design Supervisor
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Renton Municipal Airport Security Gate Replacement—Phase 2 ADDENDUM NO. 1
�w City of Renton March 23,2006
Page 2 of 2
'rovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com
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RENTON MUNICIPAL AIRPORT
SECURITY GATE REPLACEMENT- PHASE 2
ADDENDUM NO. 2 TO THE BID PROPOSAL, CONTRACT
DOCUMENTS AND SPECIFICATIONS
Date of Issue: 31 March,2006
Date of Bid Opening: 11 April,2006
NOTICE TO ALL PLANHOLDERS:
The Bid Documents for the above-named project are modified as described below. Bidders shall take this
Addendum into consideration when preparing and submitting their bids.
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Bidders shall attach this addendum to their copy of the Contract Documents, and shall acknowledge receipt
of this Addendum in the space provided in the Proposal Form. Failure to do so will subject the Bidder to
disqualification of his bid.
THE BID DOCUMENTS ARE MODIFIED AS FOLLOWS:
SPECIAL PROVISIONS:
8-26 SECURITY GATES
w 8-26.3(1) Security Gate Type"A" New
The bidder shall make the following change to the bid documents:
h. Posts: Gate posts, latch posts, and overhang posts shall be 4 inches outside diameter, Schedule 40,
galvanized pipe set in 46 14 inch diameter by 48 inch deep footings mdorA
�. Concrete shall be toweled and sloped to shed water away from the posts.
8-27 SECURITY GATE ACTUATORS AND CONTROLS
The bidder shall make the following change to the bid documents:
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8-27.2 Materials New
For the Contractors benefit the following materials are listed herein:
Gate Motors shall be Elite model .551-_`^n ° as recommended by the manufacturer.
• Controllers shall be Elite Omnicontrol Commercial.
• Surge Suppressors shall be Elite Omnicontrol Surge Suppressor, UL 325 Compliant.
r • Emergency Vehicle Pre-emption Detectors shall be 3M Opticom, Series 700.
• Magnetic Locks shall be Elite, Model MG 1300.
• Hydraulic Closers shall be S.Parker, 950 Series.
8-27.3 Construction Requirements New
Renton Municipal Airport Security Gate Replacement—Phase 2 ADDENDUM NO. l
City of Renton March 23,2006
Page 1 of 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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The bidder shall make the following change to the bid documents:
After Paragraph 5 a new paragraph is inserted:
All gate control equipment, except the gate motor, shall be installed in a single NEMA weatherproof enclo-
sure on the "airside" at all vehicle security gates. The vehicle gate shall be provided with a radio receiver
capable of triggering a gate opening from the Airport Manager's existing gate transmitter.
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8-27.3(4) Remote Gate Location"V-11"
The bidder shall make the following change to the bid documents:
This item shall include retrofitting one existing Cantilever Vehicle Gate system with emergency vehicle de-
tectors and a battery back-up system for actuation of the gate during power outages. Emergency vehicle
„pr detectors at this gate site shall be installed on a mast separate from the existing antenna mast. Battery
back-up units at this location shall be installed in a metal NEMA weather-
proof enclosure mounted on the existing Uni-strut chassis.
► 9-29 Illumination,Signals, Electrical
9-29.18(1) Induction Loop Detectors(RC) Supplement
Detector amplifiers shall be Reno BXC-4, or Elite A-ELD_ Induction
loop amplifiers installed with NEMA controls shall conform to current NEMA specifications.
ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT
THE CITY OF RENTON
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Richard L. Perteet, P.E.
Transportation Design Supervisor
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Renton Municipal Airport Security Gate Replacement—Phase 2 ADDENDUM NO. 1
,w City of Renton March 23,2006
Page 2 of 2
'rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com
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RENTON MUNICIPAL AIRPORT
SECURITY GATE REPLACEMENT- PHASE 2
ADDENDUM NO.3 TO THE BID PROPOSAL, CONTRACT
" DOCUMENTS AND SPECIFICATIONS
Date of Issue: 5 April, 2006
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Date of Bid Opening: 11 April, 2006
NOTICE TO ALL PLANHOLDERS:
The Bid Documents for the above-named project are modified as described below. Bidders shall take this
Addendum into consideration when preparing and submitting their bids.
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Bidders shall attach this addendum to their copy of the Contract Documents,and shall acknowledge receipt
of this Addendum in the space provided in the Proposal Form. Failure to do so will subject the Bidder to
disqualification of his bid.
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THE BID DOCUMENTS ARE MODIFIED AS FOLLOWS:
The bidder shall make the following change to the bid documents:
INSTRUCTIONS TO BIDDERS:
DELETE SECTION 19:
19. Employment of Resident Employees
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tile OCR 419-46.
The bidder shall make the following change to the bid documents:
21. Standard Specifications
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All work under this contract shall be performed in accordance with the following standard specifica-
tions 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.
l. WSDOT/APWA " 42006 Standard Specifications for Road,Bridge and Municipal Construc-
tion"and"Division 1 APWA Supplement"hereinafter referred to by the abbreviated title
"Standard Specifications."
Renton Municipal Airport Security Gate Replacement—Phase 2 ADDENDUM NO.3
City of Renton
Page 1 of 2
3rovided to Builders.Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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A. Any reference to"State," "State of Washington," "Department of Transportation,"
"WSDOT," or any combination thereof in the WSDOT/APWA standards shall be modi-
fied 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 de-
tected and the measurement and payment provisions of Section 1-09.14,Measurement and
Payment(added herein)shall govern.
SPECIAL PROVISIONS:
8-26 SECURITY GATES
The bidder shall make the following change to the bid documents:
8-26.2 Materials New
Galvanized Steel Pedestrian Gates shall meet Sections 8-12.2 and 8-12.3. All gates shall be PVC
(P)oly(V)inyl (C)hloride coated to the same requirements and standards as chain link fence. The
Contractor is advised that powdereeatimg polyester coating is specifically not allowed, and will not
be considered by the Owner.
8-26.3(1) Security Gate Type"A" New
1W c. Trusses 1 #s: Internal trusses fe&shall be 3/8 inch diameter rods, or cables passed
around thimbles and swaged, and equipped with adjustable turnbuckles as recommended by
the manufacturer. They shall be attached to 2" by 2" by 3/8"comer gussets that have been
welded securely to the frame at each corner and drilled for truss f:06 attachment. No drilling
through frame, ne eables, and no non-adjustable tubular diagonal members shall be allowed.
m(1). Chain Attachment Point:The gate chain attachment poiot tab shall be
welded into place at the factory prior to PVC coating. The chain attachment extension can
then be bolted to the tab and adiusted in the field to get a straight chain run._ The Contractor
shall be responsible for coordination between the place of manufacture and the site so that
the chain, when installed, will operate parallel to the surface of the ground and parallel to the
surface of the gate during its operating cycle.
w n. Gate Receiver: Gate receiver guide rollers or a set of DelrinTm guide blocks straddling the
top and bottom horizontal gate rails shall be installed on the gate post. The guide shall
be installed so the gate passes between them. The gate post shall be offset out of the path of
the gate. There shall be provided a means of padlocking the gate while in the closed position.
"" Pad locks for Type 'A' gates are included in this contract.
ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT
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THE CITY OF RENTON
Richard L. Perteet, P.E.
Transportation Design Supervisor
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Renton Municipal Airport Security Gate Replacement—Phase 2 ADDENDUM NO.3
City of Renton
"a City 2 of 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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No CITY OF RENTON
Project Number AIP 3-53-0055-16
"' RENTON MUNICIPAL AIRPORT
SECURITY GATE REPLACEMENT
PHASE 2
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
*Bidder's Checklist
"' *Combined Affidavit&Certificate Form:
Non-Collusion
Anti-Trust Claims
+r Minimum Wage Form
*Bid Bond Form
*Proposal
«. *Acknowledgement of Receipt of Addenda
*Schedule of Prices
**Subcontractors List
ar *Certification for Federal-Aid Contracts
❖Bond to the City of Renton
❖Fair Practices Policy Affidavit of Compliance
4-Contract Agreement
❖City of Renton Insurance Information Form
❖City of Renton Standard Endorsement Form
*Buy American Certificate
Federal Wage Rates
Statement of Intent to Pay Prevailing Wages
Affidavit of Prevailing Wages Paid
Certificate of Payment of Prevailing Wages
Federal Aviation Administration General Provisions
Federal Aviation Administration Supplemental Conditions
City of Renton Special Provisions
Technical Specifications
Standard Plans
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
IV 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.
00 * Submit with Bid CITY OF RENTON
** Submit with Bid or within 24 hours of bid Planning/Building/Public Works Department
❖ Submit at Notice of Award 1055 South Grady Way
up Renton,Washington 98055
02_contDOC Renton Municipal Airport
Security Gate Replacement
Pbase 2
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CITY OF RENTON
SUMMARY OF FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 3229
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 race, color, national origin,
ethnic background, gender, marital status, religion, age or 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 based on job-related criteria which does
not discriminate against women, minorities and other protected classes. Human
resources decisions will be 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
4W practices and equal opportunity in employment.
(3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and
Equal Employment Program will be maintained and administered to facilitate equitable
*' representation with the City work force and to assure equal employment opportunity to
all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action
Officer, department administrators, managers, supervisors,Contract Compliance Officers
and all employees to carry out the policies, guidelines and corrective measures set forth
in the Affirmative Action Plan and Equal Employment Program.
(4) 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 in the City's
Affirmative Action Plan and Equal Employment Program.
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 7 thday of October, 1996.
CITY OF RENTON: RENTON CITY COUNCIL:
N(ayor Council President
Attest: \
City Cler
H:\Division.s\TRANSPOR.TAT\DESIGN.ENG\Ryan\Projccts\Airport_Gates_Ph=II\_Bid_Pack\03_SUMRY.D0C Rcnton Municipal Airport
Security Gatc Rcplacanent
Phase 2
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CITY OF RENTON
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SUA&MY OF.AiMCANS WITH ACT POLICY
ADOPTED BYRESOLUITONNO. 3007
The policy of the City of Renton is:to promote and afford equal ftwment 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:
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(1) EMPLOYMENT PRACTICES - All activities relating to employment such as
recruitment, selection,promotion,termination and training shall be conduces in a non-
discriminatory manner. Personnel decisions will be based on individual performance,
singing requirements,and in accordance with the Americans With Duablitws Acct and
other applicable laws and regulations.
.w (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of
Renton will cooperate frilly 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.WITH DISABILITIES ACT POLICY-The City of Renton Americans
.. With Disabilities Act Policy will be maintained to faditatre 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 officials and employees to carry out the
policies and guidelines as set forth in this policy
(4) CONTRACTOB§' 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
r. programs for people with disabilities.
Copies of this policy shall be distributed to all City employees,shall appear in all operational documentation ofthe City,
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including bid calls,and.shall be prominently displayed in appropriate City facilities.
CONCURRED RV by the City Council of the City of Renton, Washington,
this 4th: day of October 1993.
aw C RENTON RENTON CITY COUNCIL:
Mayor cil President
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Attest:
City Clerk VU
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Security Gate Replacement
Phase 2
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CITY OF RENTON
RENTON MUNICIPAL AIRPORT
SECURITY GATE REPLACEMENT
PHASE 2
PROJECT NO.AIP 3-53-0055-16
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SCOPE OF WORK
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The work involved under the terms of this contract 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
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not be limited to:
Furnishing of materials, equipment, tools, labor, and other work or items incidental thereto
(excepting any materials, equipment, utilities, or service, if any specified herein to be
furnished by Owner or others), and performing all Work as required by the Contract in
accordance with the Contract Documents, all of which are made a part hereof.
The Work shall include furnishing and installation of pedestrian and vehicular security gates
at the Renton Municipal Airport, including but not limited to removal of existing gate
installations, sawcutting, demolition and removal of existing asphalt or concrete pavements,
asphalt concrete pavement, cement concrete pavement, steel reinforced cement concrete
foundations, installation of chain link fence, electronic equipment, vehicle detection loops,
and all other Work necessary to complete the project as specified and shown in the Contract
Documents.
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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 35 working days will be allowed for the
completion of this project.
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04 SCOPEDOC Renton Municipal Airport
Sccurity Gatc Replac -t
Phase 2
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3rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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WM INSTRUCTIONS TO BIDDERS
1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City
wo 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.
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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.
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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.
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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.
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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.
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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.
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12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's
compensation, public liability, and property damage as indicated on forms enclosed under Attachment
A herein and as identified within Specification Section 1-07.18.
06_INSTR.DOC Renton Municipal Airport
r Security Gate Replacement
Phase 2
tap 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.
MOW 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.
,w„ 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.
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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
a, 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.
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19. Employment of Resident Employees
The CONTRACTOR and subcontractors shall employ Washington State residents in accordance with
"`"` the requirements of RCW 39.16.
20. Pollution Control Requirements
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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
ow 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
06_INSTR.DOC Renton Municipal Airport
a' Security Gate Replacement
Please 2
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ow 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.
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21. Standard Specifications
No 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
No this project whether referred to directly,paragraph by paragraph,or not.
1. WSDOT/APWA "2004 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.
No B. All references to measurement and payment in the WSDOT/APWA standards shall be
detected and the measurement and payment provisions of Section 1-09.14,Measurement
and Payment(added herein) shall govern.
22. 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
wr
other buried or surface improvements and shall restore the site to the satisfaction of the City.
23 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
o► 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?
aw ❑ Have you certified receipt of addenda,if any?
•r
06_INSTR.DOC Renton Municipal Airport
ow Security Gate Replacement
Phase 2
d' CAG-06-025
iw CITY OF RENTON
CALL FOR BIDS 1 RECEIVED
RENTON MUNICIPAL AIRPORT
SECURITY GATE REPLACEMENT PHASE 2 MAR 2 0 2006
PROJECT NO. AIP 3-53-0055-16
_- ur 3Ciu 1 Y>trfTig uiW
Sealed bids will be received until 2:30 p.m., Tuesday, April 11, 2006, at the City Clerk's office, 7`h
floor and will be opened and publicly read in conference room 521 on the 5"' floor, Renton City Hall,
.r 1055 South Grady Way, Renton WA 98055.
The work to be performed within 35 working days from the date of commencement under this contract
shall include, but not be limited to:
Furnishing of materials, equipment, tools, labor, and other work or items incidental thereto
(excepting any materials, equipment, utilities, or service, if any specified herein to be
4W furnished by Owner or others), and performing all work as required by the contract in
accordance with the contract documents, all of which are made a part hereof.
The work shall include furnishing and installation of pedestrian and vehicular security gates
fto at the Renton Municipal Airport, including but not limited to removal of existing gate
installations and fence, sawcutting, demolition and removal of existing asphalt or concrete
pavements, asphalt concrete pavement, cement concrete pavement, steel reinforced cement
4W concrete foundations, installation of chain link fence, electronic equipment, vehicle
detection loops, and all other work necessary to complete the project.
+rr A pre-bid walk-though will be held at 1:30 p.m., Wednesday, March 29, 2006 starting in the
conference room of the Renton Airport Tower (425-430-7471) and will proceed around the perimeter
of the airport to each site. ATTENDANCE BY BIDDERS IS MANDATORY. Those not
attending will not be considered. A simple diagram of existing network routing and connectivity
will be handed out at the walk-through.
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 Tuesday, March 21, 2006. Plans, specifications, addenda, and 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, Ryan Plut, at 1055 South Grady Way, Renton, WA 98055
or(425)430-7372.
*W 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.
�v &aeeer-)
Bonnie I. Walton, City Clerk
Published: Daily Journal of Commerce March 21, 2006
Daily Journal of Commerce March 28, 2006
""" Daily Journal of Commerce April 4, 2006
iw
i
fir►
i
PART I
BIDDING INFORMATION
L
L
L
L
�r
BIDDER'S CHECKLIST
.� 1. PROJECT PROPOSAL COVER SHEET
2. BIDDER'S CHECKLIST
do
3. PROPOSAL FORM—FULLY EXECUTED
do 4. ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA(ON PROPOSAL)
5. SCHEDULE OF PRICES (ON PROPOSAL)
'o 6. BID BOND FORM&BID BOND
7. COMBINED AFFIDAVIT AND CERTIFICATION FORM:
AM NON-COLLUSION AFFIDAVIT
& CERTIFICATION RE: ASSIGNMENT OF ANTITRUST CLAIMS
do TO PURCHASER
&MINIMUM WAGE AFFIDAVIT FORM
AN 8. BUY AMERICAN CERTIFICATION
Above documents 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.
�r.
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arr
dW
arr
Renton Municipal Airport
w Security Gate Replacement
Phase 2
'age 13 Bidders Checklist
rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
s CITY OF RENTON
Combined Affidavit and Certification form:
Non-Collusion,Anti-Trust,and Minimum Wage
(Non-Federal Aid)
NON-COLLUSION AFFIDAVIT
Being duly sworn,deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that
�r 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
rr 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. Therefor, 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 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: that I have read the above and foregoing statement and certificate, know the contents thereof and the substance
rrr
as set forth therein is true to my knowledge and belief.
FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND
MINIMUM WAGE AFFIDAVIT
Renton Municipal Airport Security Gate Replacement Phase 2
Name of Project
C A Carey Corporation
r
Name of Bidder's Firm
Signature of Authorized Representative of Bidder
Subscribed and sworn to before me on this 11th day of April 200 6
W, 41 .....o�ysy���� Notary Public in and f the State of Washington
if Xsslo ,�
'. . Melody hew
•v NOTgR y D M.
Notary(Print) y
cn ; p ••• �: My appointment expires: 3/29/08
0 �� LIC
r
OS_1RIP[..DOC / �� ' 2g.(]g Renton Municipal Airport
�!t �� •••.,O.B.•• •�� S Security Gate Replacement
t't t I i'A S HIND phase z
'age 14 Non-Collusion Affidavit, Anti-Trust Claims to Purchaser, Minimum Wage Affidavit Form
40provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
BzA BOND FORM
Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the
amount of S which amount is not less than five percent of the total bid.
Signature
+rr
Know All Men by These Presents:
That we, C A Carey Corporation , as Principal, and
'W *Travelers Casual ty and as Surety, :ire hold and furxrYly bound unto the City of Renton,
as Obligee, in the penal sum. of. Five Percent (5%) of Bid Amount Dollars, for the
payment of which the Principal and the Surety bind themselves, their heirs,executors, administrators,
�r successors and assigns,jointly and severally,by these presents.
*Surety Company of America
The condition of this obligation is such that if the Obligee shall rake any award to the Principal for
**Renton Municipal Airport according to the tenns of the proposal or bid made by the Principal
therefor, and the Principal shall duly matte 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 tkball forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount
of this bond. **Security. Gate Replacement Phase 2
r. SIGNED.SEALED AND DATED THIS 11th DAY OP April , 2006
C. A. Carey Corporation
rr
By: r
Principal
Travelers Ca&ualty and Surety Company of America
Surer
Y Karen Swanson, Attorney--in—Fact
dr Received return of deposit in the sum of$
do
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}J:tplir�on.s1TAAN5POR.TA'[�PS10N.ENt�RYaolProjeaclAityorl6nio P6prfi.B�d.P�kU]A BIDSD.DOC Rult�o Mumapal Airyo�
. SecuAt7(,tc RDtQCanmt
Ph-..2
Page 15 Bid Bond Form
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
. � STPAUL POWER OF ATTORNEY
TRAVELERS Farmington Casualty Company g Y P Y St.Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Y P Y Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
+IWI
Attorney-In Fact No. 2 14721 Certificate No. 000241434
KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul
Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws
of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are
corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the
laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and
Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that
the Companies do hereby make,constitute and appoint
Eric Zimmerman,Joanne Reinkensmeyer, Karen Swanson, Kip W. Vandeventer, Stacy Cutbirth, Lisa Kerstetter, Brent E. Heilesen, Anne
tro E. Strieby,James B. Binder, Peter J. Comfort,Jennifer L. Snyder, April Conover, and Vicki Polly
do
of the City of Tacoma State of Washington their true and lawful Attorney(s)-in-Fact,
do each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
IN WITN March HEREOF,the Comparlies5 have caused this instrument to be signed and their corporate seals to be hereto affixed,this 28th
day of 11
Farmington Casualty Company St.Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
A1f1 Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
G�SU•I�j J�E/}. FtftE�4 ' *N.I N,rG .:.+,,NSUq p�tY ANO ',M Y
0?OP'P�fr L �'OP•y'i * � r� ,,'a°., O .,y 1P'JP..........
Y y O 1951 NO .SEAL
� ° W CONN. n >I CONN. N 1896
GO£ ••(J b•. D ,p
r W 6b1 �aaa �j'`� �q�,sM1' f ANA
State of Connecticut By:
City of Hartford ss. Gorge W ompson,Sen' r Vic President
On this the 28th da of March 2006
Y ,before me personally appeared George W.Thompson, who acknowledged
himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,
Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers
Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being
authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
em In Witness Whereof,I hereunto set my hand and official seal. TAA ��(/�► � .
My Commission expires the 30th day of June,2006. �iOUBU� * Marie C.Tetreault,Notary Public
58440-9-05 Printed in U.S.A.
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity
~and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc., Seaboard Surety Company,St. Paul Fire and Marine Insurance Company,
St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of
America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows:
go
RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice
President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf
of the Company and may give such appointee such authority as his or tier certificate of authority may prescribe to sign with the Company's name and seal with the
Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any IN
of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is
FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may
delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy
thereof is filed in the office of the Secretary;and it is
FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking
shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice
President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the
Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power
prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is
FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President,
any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any
certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds
and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall
be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the
Company in the future with respect to any bond or understanding to which it is attached.
I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance rlll
Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance
Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby
certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said companies,which is in full force and effect and has not been
revoked.
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of 20 V b.
Kori M.Johans Assistant Secretary
,,w►�w,,. hilt
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0CMo"), f� "-�Tl i teas -+N�tl'1 fi`- �
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To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.stpaultravelersbond.com.Please refer to the Attorney-In-Fact number, W
the above-named individuals and the details of the bond to which the power is attached.
ift
06
No
66
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER W
arr
" CITY OF RENTON
RENTON MUNICIPAL AIRPORT
SECURITY GATE REPLACEMENT
PHASE 2
Project Number AIP 3-53-0055-16
PROPOSAL
■' 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
air amount of bid should be shown. Show unit prices both in
writing and in figures.)
arw
Printed Name: Steve Murdoch
Signature: S
do Address: PO Box 1006 Issaquah WA 98027
Names of Members of Partnership:
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OR
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Name of President of Corporation Christopher Carey
40 Name of Secretary of Corporation Christopher Carey
Corporation Organized under the laws of Washington
to
With Main Office in State of Washington at 537 NW Locust St Issaquah WA 98027
40 10 PROP.D00
age 16 Proposal
19I'ovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA
ACKNOWLEDGEMENT OF RECEIPT OF ADDENDA:
NO. 1 DATE 3/28/06
NO. 2 DATE 3/31/06
NO. 3 DATE 4/5/06
SIGNED
0 TITLE Steve Murdoch
NAME OF COMPANY C A Carey Corp
40 ADDRESS PO Box 1006
CITY/STATE/ZIP Issaquah WA 98027
40
TELEPHONE 425.392.8016
aw
CITY OF RENTON STATE CONTRACTORS
40 BUSINESS LICENSE# will renew LICENSE# CACARC136MH
s
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Renton Municipal Airport
a� Security Gate Replacement
Phase 2
age 17 Acknowledgement of Receipt of Addenda
Trovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
err
3. SCHEDULE OF PRICES
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
(Note: Unit prices for all items,all extentions,and total amount of bid must be shown. Show unit prices in both words
and figures and where conflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY Unit Prices to be Written in Words Dollars Cts. Dollars Cts.
«ao
1 1 Mobi izat'on @ 10%
L.S. $ IJQ y .ao HQ 10M too
,ru per L.S. (words) (fig res) (figu s)
2 1 Temporary Water Pollution/Erosion Control
t.t L.S. $ Four Thousand Five Hundred Dollars 4,500.00 4,500.00
per L.S. (words) (figures) (figures)
.r
3 1 Removal of Structures and Ob ruction
L.S. $ = P 13 (30(100 1311000 , 60
per L.S. (words) (figures) (fig res)
a 4 146 Trenching
L.F. $ One Hundred Dollars 100.00 14,600.00
per L.F. (words) (figures) (figures)
ar
5 10 HMA Cl. 1/2 in. PG-64-22, Incl. Haul
Ton $ Three Hundred Fifty Dollars 350.00 3,500.00
per Ton (words) (figures) (figures)
6 1 Electrical S stem n\ �y-��
L.S. $ co 0(3 �• (w,0O
per L.S. (words) (fig res) (figure g)
aw 7 9 Concrete Class 4000
C.Y. $ One Hundred Fifty Dollars 150.00 1,350.00
per C.Y. (words) (figures) (figures)
8 3 Security Gate Type A
EA. $ Fourteen Thousand Five Hundred Dollars 14 500.00 43,500.00
do per EA. (words) (figures) (figures)
9 2 Security Gate Type B
do EA. $ Two Thousand Eight Hundred Fifty Dollar 2,850-00 5,700-00
per EA. (words) (figures) (figures)
dl 10 3 Security Gate TypeC
EA. $ Three Thousand Seven Hundred Dollars 3F700-OO 11 F 100-00
per EA. (words) (figures) (figures)
AN ---—
Renton Municipal Airport
Security Gate Replacement
No SCHPRICE.XLS Phase 2
do age 18 Schedule of Prices
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
�trt
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
..
NO. QUANTITY Unit Prices to be Written in Words Dollars Cts. Dollars Cts.
11 3 Security Gate Type D
EA. $ Two Thousand Two Hundred Dollars 2,200.00 6,600.00
per EA. (words) (figures) (figures)
12 1 Security Gate Type E 3,750.00 3,750.00
EA. $ Three Thousand Seven Hundred Fifty Dolljlrs
per EA. (words) (figures) (figures)
wtr
13 1 Security Gate Controls
L.S. $ One Hundred Forty Five Thousand Dollars 145 000.00 145 000.00
,r per L.S. (words) (figures) (figures)
14 2 Bollards for Hydrant
+rtr
EA. $ One Thousand Three Hundred Fifty DollarS 1 ,350.00 2,700.00
per EA. (words) (figures) (figures)
15 6 Induction Vehicle Detector Loops
.� EA. $ One Thousand Dollars 1,000.00 6,000.00
per EA. (words) (figures) (figures)
16 1,290 Remove Chain Link Fence
L.F. $ Nine Dollars 9.00 11 ,610.00
per L.F. (words) (figures) (figures)
rr
17 1,440 Chain Link Fence,Vinyl Coated,Galvanized, 7 ft.
L.F. $ Sixty Five Dollars 65.00 93 600.00
er L.F.
p (words) (figures) (figures)
18 1 Clearing,Grub ing, and R adside F D Cleanup
SIN L.S. $ 000 .00 `i 10001 0 Q
per L.S. (words) (fig res) (figures)
Tax Qa 8.8% �� 6 S(6
(figur )
Total �q 1%6, ,,1�1
fi ure
>w>II
Renton Municipal Airport
Security Gate Replacement
�i SCHPRICE.XLS Phase 2
age 19
19rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
III. PROJECT PROPOSAL CITY OF RENTON
s
Planning/Building/Public Works Department
�r.
3. SCHEDULE OF PRICES
SUMMARY SHEET
TOTAL: 3 �j 10 0
TAX r7a 8.8 % C6,
GRAND TOTAL:
Amount in Words of Gr nd Total
ce�
M.W4 1111
and cents.
" BY SIGNING THIS PROPOSAL, THE BIDDER FURTHER DECLARES THAT
HE/SHE FULLY UNDERSTANDS THE CONSTRAINED SCHEDULE FOR THIS
PROJECT AND HEREBY PROPOSES TO COMPLETE THE WORK INCLUDED IN
THIS IMPROVEMENT WITHIN THE TIME LIMIT FOR COMPLETION, AS DEFINED
IN THE PROJECT CONTRACT DOCUMENTS.
THE UNDERSIGNED BIDDER AGREES TO COMMENCE WORK ON THIS PROJECT, IF AWARDED
TO HIM/HER, NO LATER THAN 10 DAYS AFTER FINAL EXECUTION OF THE CONTRACT
AGREEMENT AND TO COMPLETE THE WORK WITHIN 35 WORKING DAYS.
err
Steve Murdoch
Signed Printed Name
vice president C A Carey Corp
"' Title Company
Dated at Issaquah this 11th day of April 20 06
apr
SCI]PRICE.HIS Renton Municipal Airport Security Gate Replacement•Phase 2
age 20 Schedule of Prices Summary Sheet
rrovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
SUBCONTRACTOR LIST
Project Number AIP 3-53-0055-16
RENTON MUNICIPAL AIRPORT
SECURITY GATE REPLACEMENT
PHASE 2
RCW 39.30.060 requires that for all public works contracts exceeding $1,000,000 the bidder shall submit the
names of all subcontractors whose subcontract amount exceeds ten percent (10%) of the contract price, and
whose work involves either heating,air conditioning,ventilation,plumbing,or electrical.
�r
If the subcontractors names are not submitted with the bid, or within 24 hours of the bid, the bid shall be
considered nonresponsive and,therefore, void.
Complete one of the following for contracts that exceed$1,000,000:
A. There are no subcontractors proposed whose subcontract amount exceeds ten percent (10%) of the
contract price.
Name: Title:
Signature:
B. The following subcontractor(s) subcontract amount exceeds 10 percent of the contract price: (list
subcontractor and bid item)
Bid Item(s) 8, 9, 10, 11 , 12, 16, 17
Subcontractor Name Quality Fence Builders
Address PO Box 854 Auburn WA 98071
Phone No. 253.939.8533 State Contractor's License No. QUALIFB107DF
Bid Item(s) 7, 13, 15
Subcontractor Name Quentin Control Systems Inc
Address 14001 57th AVe S, Suie 100 SEattle WA 98168
,rr
Phone No. 206.241 .5200 State Contractor's License No. QUEN=069RW
Bid Item(s) 6
Subcontractor Name Blue Star Electric Inc
do Address POBox 698 Edmonds WA 98020
Phone No. 20.6,217-5889 State Contractor's License No. BLUESEI1590E
do 12_SUB.DOC Renton Municipal Airport
Security Gate Replacement
Phase 2
age 21 Subcontractor List
19rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
Certification for Federal-Aid Contracts
The prospective participant certifies by signing and submitting
this bid or proposal, to the best of his or her knowledge and
belief,that:
(t) No Federal appropriated funds have been paid or will we paid, by or on
behalf of the undersigned,to any person for influencing or attempting to
influence an officer or employee of any Federal agency, a Member of Congress,
an officer or employee of Congress, or an employee of a Member of Congress
in connection with the awarding of any Federal contract, the making of any
Federal grant, the making of any Federal loan, the entering into of any
cooperative agreement, and the extension, continuation, renewals amendment,
or modification of any Federal contract, grant, loan or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be
A„ paid to any person for influencing or attempting to influence an officer or
employee of any Federal agency, a Member of Congress, an officer or
employee of Congress, or an employee of a Member of Congress in connection
AW With this Federal contract, grant, loan, or cooperative agreement, the
undersigned shall complete and submit Standard Form-LLL, "Disclosure Form
to Report Lobbying," in accordance with its instructions.
40 This certification is material representation of the fact upon which reliance was
placed when this transaction was made or entered into. Submission of this
certification is a prerequisite for making or entering into this transaction imposed
by Section 1352, Title 31, U.S. Code. Any person who fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not
more than $100,000 for each failure.
40
The prospective participant also agrees by submitting his or her bid or proposal
that he or she shall require that the language of this certification be included in
fm all lower tier subcontracts which exceed$100,000 and that all such
subrecipients shall certify and disclose accordingly.
40
o
wr
DOT Form 272.040E F
Revised E/99
i
H:\Division.s\TRANSPOR.TATtDESIGN.ENG\Ryan\Projects\Airport_Gates_PhaseII\_Bid Pack\FEDCERT.doc Renton Municipal Airport
Security Gaze Replacement
Phase 2
'age 22 Certification for Federal Aid Contracts
�rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
r.
BOND TO THE CITY OF RENTON Bond No. 104770996
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned C. A. Carey Corporation
P. 0. Box 1006, Issaquah, WA 98027
Travelers Casualty and
as principal, and Surety Company of America corporation organized and existing
under the laws of the State of Connecticut 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 S 478,186.88 for the payment of which sum on demand we bind ourselves and our
successors,heirs,administrators or person representatives, as the case may be.
..r
This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance
of the City of Renton.
Dated at Tacoma ,Washington, this 20th day of July ,2006.
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to Public Works Construction Contract CAG-06-025
providing for construction of Renton Municipal Airport Security Gate Replacement—Phase 2
(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.
C. A. Carey Corporation Travelers Casualty and Surety Company of
Principal Surety America
r
Signature / Signature
dM
president Karen Swanson, Attorney-in-Fart
Title Title
rr
H Dl%4"sk TRANSPOATAIIDFS ION,ENQIA,,vuVPyojcwAAirpor Gates_PhLnU\-B -PukU3jOND.DOC ItaAmMu pal AhWrt
SMlity Gve FUPI xat
NM 2
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
+r■ STPAUL POWER OF ATTORNEY
�TRAVELERS Farmington Casualty Company St.Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
1111
Attorney-In Fact No. 214721 Certificate No. 000528732
do KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul
Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws
of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are
corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the
do laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and
Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that
the Companies do hereby make,constitute and appoint
Eric Zimmerman,Joanne Reinkensmeyer, Karen Swanson, Kip W.Vandeventer, Stacy Cutbirth, Lisa Kerstetter, Brent E. Heilesen,Anne
1 E. Strieby,James B. Binder, Peter J. Comfort,Jennifer L. Snyder,April Conover, and Vicki Polly
do
of the City of Tacoma State of Washington their true and lawful Attorney(s)-in-Fact,
as each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 28th
day of March 2006
Farmington Casualty Company St.Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company. St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company 'travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
GASU,S< SlNfrf. wF�0.E 4� > N �N .•''��NgU"wu TVA
EX:
4c e O 1951 sO 2.� �.SEAI,ofs SEAL,.;D3°f y CORK. r WNN:/� n 1896 <
�y� ��' � �� �`'OF�•N� n�a�"cp'f,IS.AN�� \.5....... ��ad
No State of Connecticut
By:
City of Hartford ss. G,/.,9 e W ompson,Se- r Vic President
10 On this the 28th day of March 2006
1
y ,before me personally appeared George W.Thompson,who acknowledged
himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,
Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers
Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being
do authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
OWA&'� In Witness Whereof,I hereunto set my hand and official seal.My Commission expires the 30th day of June,2006. Marie C.Tetreault,Notary Public
58440-9-05 Printed in U.S.A.
awl WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity
and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine insurance Compafly,
St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of
America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows:
RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice
President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf
of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the
Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any
of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is
FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may
delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy
thereof is filed in the office of the Secretary;and it is
FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking
shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice
President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary of any Assistant Secretary and duly attested and sealed with the
Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power
prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is
�I
FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President,
any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any
certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds
and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall ab
be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the
Company in the future with respect to any bond or understanding to which it is attached.
I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance ki
Underwriters, Inc.,Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance
Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company:of America,and United States Fidelity and Guaranty Company do hereby
certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been
revoked. a X11
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this�?G day of 20��.
Kori M.Johann Assistant Secretary
C�SUAY �IRfTY F1RE�6'0.'WA \�N•�NSO •'j NSUq`'w Jp�TY ANO N1p 51fR(T� (�vTY'_o
O l mi �jCpR PORA>i:,h }'W:'COaPORAT`cl^` a l��D�� �I
1982ei O � 19� ��PolWTEp ,927 � � "' F: ___ Pn_ a HARTWRD, < rtD
( 1896
z 4��5 1951 nO �6,� ' SEALio. •o:SBAL!s �Oo° \ ✓✓J O<
bey F� i �� �� hEV� hn,�x^,"`F �,fSNMNN�r �.:5.. .•r�,aa a! 1 �f�1AN1�
To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.stpaultravelersbond.com.Please refer to the Attorney-In-Fact number,
the above-named individuals and the details of the bond to which the power is attached.
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
CITY OF RENTON
FAIR PRACTICES POLICY
AFFIDAVIT OF COMPLIANCE
�r
C. A. Carey Corporation hereby confirms and declares that
(Name of contractor/subcontractor/consultant)
�r
I. It is the policy of C. A. Carey Corporation to offer equal
(Name of contractor/subcontractor/consultant)
opportunity to all qualified employees and applicants for employment without regard to
the race,creed,color, sex, national origin, age, disability or veteran status.
40
II. C. A. Carey Corporation complies with all applicable
(Name of con tractor/subcontractor/consultant)
federal, state and local laws governing non-discrimination in employment.
.r III. When applicable, C. A. Carey Corporation will seek out and
(Name of contractor/subcontractor/consultant)
negotiate with minority and women contractors for the award of subcontracts.
40
Anthony Thompson
Print Agent/Representative's Name
vic president
sr
Prin Age epresentative's Title
Agent/Repre ntative's Signature
June 2 , 2006
Date Signed
�r
�r
s
t®r
H:\Division.s\7RANSPOR.TAMESIGN.ENG\Rya\PtojcctsVjxpon Gatu_PbssenLBid—P=k\14-'AIR.DOC Renton Muuicip J A4on
Security Gate Replacement
Phew 2
8rll
�r
3s
PART II
CONTRACT FORMS
iw
..
CONTRACT
""' THIS AGREEMENT, made and entered into this day of 200 . by and
between THE CITY OF RENTON, Washington, a municipal corporate of a State of Washington,
hereinafter referred to as "CITY" and �, . Cttc✓ downZI&A ,hereinafter referred to
+� as "CONTRACTOR."
WITNESSETH:
1) The Contractor shall within the time stipulated, (to-wit: within 35 working days from date of
commencement hereof as required by the Contract, of which this agreement is a component part)
.w 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.
40 CAOT -06-0 improvement by construction and installation of:
Work as described in"Scope of Work" attached hereto.
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
r 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
r f) Bid
g) Advertisement for Bids
h) Special Provisions,if any
,rr
i) Technical Specifications,if any
AW
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
.t� 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
and perform the Contract, provided, however, that if the surety within fifteen 05) days after the
serving upon it of such notice of termination does not perform the Contract or does not
commence performance thereof within thirty (30) days from the date of serving such notice, 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
�. available to the City.
5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives
dw 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. 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 connection with such litigation.
Futhermore, 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
,o agreements hereunder.
Nothing herein shall require the Contractor to indemnify the City against and hold harmless the
r 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.
40
H:\Division.s\TRANSPOR.TATtDESIGN.ENG IRyan\ProjectslAitlwrt_Gates_Pbu cM—Bic_PackXIS_ahr.doc Renton Municipal Airport
Security Gate Replacement
Phase 2
40
6) Any notice from one party to the other party under the Contract shall be in writing and shall be
dated and signed by the party giving such notice or by its duly authorized representative of such
party. Any such notice as heretofore specified shall be given by personal delivery thereof or by
depositing same in the United States mail,postage prepaid,certified or registered mail.
.. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after
Contract final execution, and shall complete the full performance of the Contract not later than
35 working days from the date of commencement. For each and every working day of delay
after the established day of completion, it is hereby stipulated and agreed that the damages to the
City occasioned by said delay will be the sum of per Section 1-08.9 of Standard Specifications as
liquidated damages (and not as a penalty) for each such day, which shall be paid by the
Contractor to the City.
8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use
of any installation provided for by this Contract shall relieve the Contractor of liability in respect
to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be
under the duty to remedy any defects in the work and pay for any damage to other work resulting
therefrom which shall appear within the period of one (1) year from the date of final acceptance
of the work,unless a longer period is specified. The City will give notice of observed defects as
heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be
obligated to take immediate steps to correct and remedy any such defect, fault or breach at the
trr sole cost and expense of Contractor.
The Contractor agrees the above one year limitation shall not exclude or diminish the City's
r rights under any law to obtain damages and recover costs resulting from defective and
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 or
implied arising out of a written agreement.
arr
9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of
quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous
data pertaining to the Contract as may be requested by the City from time to time.
10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of
the Contract, including the payment of all persons and firms performing labor on the
construction project under this Contract or furnishing materials in connection with this Contract;
said bond to be in the full amount of the Contract price as specified in Paragraph 12. The surety
or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington.
.r.
.i►
H:\Divisions\TRANSPOR.TAT\DESIGN.ENG\IRyan\Projccts\Ai port_Gates_PhaseM-Bid_Pnk\15_othr.doc Renton Municipal Airport
Security Gate Replacemcnt
Phase 2
ifr
11) The Contractor shall verify, when submitting first payment invoice and annually thereafter,
possession of a current City of Renton business license while conducting work for the City. The
" Contractor shall require, and provide verification upon request, that all subcontractors
participating in a City project possess a current City of Renton business license. The Contractor
shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City
right-of-way.
12) The total amount of this contract is the sum of $478,186.88
numbers
Four Hundred Seventy Eight Thousand One Hundred Eighty Six Dollars and 88/100
written words
which includes Washington State Sales Tax. Payments will be made to Contractor as specified
in the "Special Provisions"of this Contract.
IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested
.w by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-
written.
,rr
CONTRACTOR CITY
OFRENTON
President/Part r/Owner Kathy Keol r,Mayor
ATTEST
Secretary Bonnie I. Walton City Clerk
dba
C A Carey Corporation
Firm Name
cbcck one
❑ Individual ❑ Partnership ® Corporation Incorporated in Washington
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.
a�
If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed
by d/b/a and name of the company.
lr
air
H:\Division.s\TRANSPOR.TAT\DESIGN.ENG\Ryanl Projects4lirporL Gat es_Phascll\_Bid_Pack\15_othr.doc Renton Municipal Airport
Security Gaze Replacement
Phan 2
Mill
Ma8 24 2006 2: 20PM HP LRSERJET FAX 425. 392. 6916 P. 8
+rr
Y City of Renton
�•• Human Resources & Rusk Management Department
INTO+ Insurance Information Form
FOR Renton Municipal Airport Security Gate Replacement.Phase 2
PROJECT NUMBER: STAFF CONTACT:Ryan Plut.(425)430-7372
Certificate of Insurance indicates the coverages/limits specified in Yes ❑ No
contract?
Are the following coverages and/or conditions io effect? ❑ Yes ❑ No
The Commercial General Liability policy form is an ISO 1993 D'yea ❑ No
Occurrence Form or Equivalent?
(If no,attach a copy of the policy with required coverages clearly
identified)
CG 0043 Amendatory Endorsement provided?* ❑ Yes [;�No
low General Aggregate provided on a"perproject basis(CG2503)7" a Yes ❑ No
Additional Insured wording provided?' D Yes ❑ No
4W Coverage on a primary basis and non-contributing basis?* [ Yes ❑ No
Waiver of Subrogation Clause npplies?* RYes ❑ No
Severability of Interest Clause(gross Liability)applies? ❑~Yes ❑ No
Notice of Cancellation/Non-Renewal amended to 45 days?* aYes ❑ No
*To be shown on certi,ficate of fnsurance*
err
AM BEST'S RATING FOR CARRIER d ,� )
.rr GL Auto Umb A t Professional r
This Questionnaire is issued as a matter of information. This questionnaire is not an insurance policy and does
not amend, extend or alter the coverage afforded by the policies indicated on the attached CERTIFICATE OF
INSURANCE. The CITY OF RENTON, at its option, shall ,obtain copies of the policies and/or specific
declaration pages FROM awarded bidder prior to execution of contract
�l) ('a�"��dL I'Yl cal ( P I-t�✓1 _,�-YL S�nC�!`-�P 14a.Lo !►2_s
Agency/Broker Completed By(Type o Print Name)
Iao) Pctc;j-/lc !�Vt ro00
Pr al 7 q o2
Address C 1 ed By(Signature)
Name of person to contact Telephone Number
NOTE; 7711S QUESTIONNAIRE MUST BE COMPLETED FOR EACH LINE OF COVERAGE AND
ATTACHED TO CERTIFICATE OF INSURANCE
.r
.r
Clientif: 114 1151 11,AKGI.A
ACORD- CERTIFICATE OF LIABILITY INSURANCE 06/15/060mrn
AN
PRODUCER
►tY Ofi'eed ONLY CERTIFICATE IS ISSUED AS A MATTER OF
O RIGHTS UPON HE CERTIFICATE
ION
Broker Middleton Insurance +?C • HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR
Brokers, Inc.-Tac General .ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
r 1201 Pacific Ave, Suite 1000
Tacoma,WA 98402
INSURERS AFFORDING COVERAGE NAIC#
INSURED �tl Rosoot" 'RA: Zurich-American Insurance Company
.. C.A.Carey Corp&Carey Development LLR r NR A� RE
3CP INSUR B: ADMIRAL INSURANCE COMPANY
P.O. BOX 1 OO6 INSURER C:
Issaquah,WA 98027
INSURER D:
do
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH
arr POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
POLICY EFFECTIVE POLICY EXPIRATION
LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITS
A GENERAL LIABILITY CP04277141 06/15/06 06/15/07 EACH OCCURRENCE $1,000,000
do X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $300,000 ce
CLAIMS MADE Q OCCUR MED EXP(Any one person) $10000
X BI/PD Ded:10,000 PERSONAL&ADV INJURY $1,000,000
GENERAL AGGREGATE s2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000
POLICY X JECOT� LOC
A AUTOMOBILE LIABILITY CP04277141 06/15/06 06/15/07 COMBINED SINGLE LIMIT
40 X ANY AUTO (Ea accident) $1,000,000
ALL OWNED AUTOS BODILY INJURY $
SCHEDULED AUTOS (Per person)
0 X HIRED AUTOS BODILY INJURY $
X NON-OWNED AUTOS (Per accident)
PROPERTY DAMAGE $
(Per accident)
wo
GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $
ANY AUTO OTHER THAN EA ACC $
AUTO ONLY: AGG $
+0 B EXCESS/UMBRELLA LIABILITY EX00000261101 09/30/05 09/30/06 EACH OCCURRENCE $5,000,000
X OCCUR FI CLAIMS MADE AGGREGATE $5,000,000
E
all/ DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND WC SI IMIT FR
A EMPLOYERS'LIABILITY CP04277141 06/15/06 06/15/07 E.L.EACH ACCIDENT $1,000,000
ANY PROPRIETOR/PARTNER/EXECUTIVE
ow ANY EXCLUDED? (Wash.Stop Gap) E.L.DISEASE-EA EMPLOYEE $1,000,000 describe under
If SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
Renton Muncipal Airport Security Gate Replacement Phase II/#CAG-06-025
It is agreed and understood that the City of Renton,its officers,
elected officials,employees,agents and volunteers are Additional
Insureds and coverage is Primary and Non-Contributory per attached
aw endorsements.Waiver of Subrogation applies per attached.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
411111111 City of Renton DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL A_ DAYS WRITTEN
1055 S Grady Way NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL
Renton,WA 98055 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
Ritt REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
ACORD 25(2001/08)1 of 2 #S134162/M134158 SX1H00 O ACORD CORPORATION 1988
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Additional Insured —Automatic-Owners, Lessees Or
Contractors—Broad Form
Policy No. I Eff.Date of Pol. Ex p.Date of Pol. Eff.Date of End. Producer Add]Prem Return Prem.
CP04277141 06/15/06 06/15/07 06/15/06 BMIB n/a n/a
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
This endorsement modified insurance provided under the:
"' Commercial General Liability Coverage Part
40
A. WHO IS AN INSURED(Section II)is amended to include as an insured any person or organization whom you
are required to add as an additional insured on this policy under a written contract or written agreement.
B. The insurance provided to additional insureds applies only to"bodily injury","property damage"or"personal
4r and advertising injury"covered under Section I,Coverage A,BODILY INJURY AND PROPERTY
DAMAGE LIABILITY and Coverage B,PERSONAL AND ADVERTISING INJURY LIABILITY, but
only if.
40
1. The "bodily injury"or"property damage"results from your negligence;and
2. The"bodily injury","property damage"or"personal and advertising injury"results directly from:
40
a. Your ongoing operations;or
b. "Your Work"completed as included in the"products-completed operations hazard",
4W b.
for the additional insured,which is the subject of the written contract or written
agreement.
me C. However,regardless of the provisions of paragraphs A.and B.above:
1. We will not extend any insurance coverage to any additional insured person or organization:
ar
a. That is not provided to you in this policy;or
b. That is any broader coverage than you are required to provide to the additional insured person or
40 organization in the written contract or written agreement;and
2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the
s
lower of:
a. The Limits of Insurance provided to you in this policy;or
aw b. The Limits of Insurance you are required to provide in the written contract or written agreement.
D. The insurance provided to the additional insured person or organization does not apply to:
Im 1. "Bodily Injury","property hdama e"or"personal and advertising injury"that results solely from negligence
of the additional insured;or
.w
U-GL-1175-A CW(9/03)
Includes copyrighted material of Insurance Services Office,Inc.with its permission Page-1 -
to
4M 2. "Bodily injury","property damage"or"personal and advertising injury"arising out of the rendering or
failure to render any professional architectural,engineering or surveying services including:
40
a. The preparing,approving,or failing to prepare or approve maps,shop drawings,opinions, reports,
surveys,field orders,change orders or drawings and specifications;and
b. Supervisory,inspection,architectural or engineering activities.
IM
E. The additional insured must see to it that:
40. We are notified as soon as practicable of an"occurrence" or offense that may result in a claim:
2. We receive written notice of a claim or"suit'as soon as practicable;and
.r 3. A request for defense and indemnity of the claim or"suit'will promptly be brought against any policy issued
by another insurer under which the additional insured also has rights as an insured or additional insured.
'" F. The insurance provided by this endorsement is primary insurance and we will not seek contribution from any
other insurance available to any additional insured person or organization unless the other insurance is provided
by a contractor other than you for the same operations and job location. Then we will share with that other
insurance by the method described in paragraph 4.c of SECTION IV—COMMERCIAL GENERAL
40 LIABILITY CONDITIONS.
Any provisions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as written.
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40
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A
U-GL-1175-A CW(9/03)
Includes copyrighted material of Insurance Services Office,Inc.with its permission Page-2-
MW
Policy Number: CP04277141 Commercial General Liability
CG24 04 10 93
THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY.
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY
AGAINST OTHERS TO US
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization:
"SEE CERTIFICATE ATTACHED"
40
40 (If no entry appears above,information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
40 The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition
(Section IV—COMMERCIAL GENERAL LIABILITY CONDITIONS)is amended by the
addition of the following:
40 We waive any right of recovery we may have against the person or organization shown in the
Schedule above because of payments we make for injury or damage arising out of your ongoing
operations or"your work" done under a contract with that person or organization and included in
40 the "products-completed operations hazard".This waiver applies only to the person or organization
shown in the Schedule above.
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NOTICE TO BIDDERS
aw BUY AMERICAN —STEEL AND MANUFACTURED PRODUCTS (JAN. 1991)
aw (a) The Aviation Safety and Capacity Expansion Act of 1990 provides that preference be
given to steel and manufactured products produced in the United States when funds are
expended pursuant to a grant issued under the Airport Improvement Program (Alp). The
MW following terms apply:
1. Steel and manufactured products. As used in this clause, steel and
manufactured products include (1) steel produced in the United States or (2) a
manufactured product produced in the United States, if the cost of its components
mined, produced or manufactured in the United States exceeds 60 percent of the
cost of all its components and final assembly has taken place in the United States.
Components of foreign origin of the same class or kind as the products referred to
in subparagraphs (b)(1) or(2) shall be treated as domestic.
2. Components. As used in this clause, components means those articles, materials,
and supplies incorporated directly into steel and manufactured products.
3. Cost of Components. This means the cost for production of the components,
exclusive of final assembly labor costs.
(b) The successful bidder will be required to deliver only domestic steel and manufactured
products, except those:
(1) that the U.S. Department of Transportation has determined, under the Aviation
Safety and Capacity Expansion Act of 1990, are not produced in the United States
in sufficient and reasonably available quantities and of a satisfactory quality;
(2) that the U.S. Department of Transportation has determined, under the Aviation
"' Safety and Capacity Expansion Act of 1990, that domestic preference would be
inconsistent with the public interest; or
'■' (3) that inclusion of domestic material will increase the cost of the overall project
contract by more than 25 percent.
(End of Clause)
4.
Renton Municipal Airport
Security Gate Replacement
Phase 2
wr
NOTICE TO BIDDERS
BUY AMERICAN—STEEL AND MANUFACTURED PRODUCTS FOR
CONSTRUCTION CONTRACTS (JAN. 1991)
(a) The Aviation Safety and Capacity Expansion Act of 1990 provides that preference be
given to steel and manufactured products produced in the United States when funds are to
expended pursuant to a grant issued under the Airport Improvement Program (Alp). The
following terms apply:
1. Steel and manufactured products. As used in this clause, steel and manufactured
products include (1) steel produced in the United States or (2) a manufactured product
produced in the United States, if the cost of its components mined, produced or
■r
manufactured in the United States exceeds 60 percent of the cost of all its components
and final assembly has taken place in the United States. Components of foreign origin
of the same class or kind as the products referred to in subparagraphs (b)(1) or (2)
shall be treated as domestic.
2. Components. As used in this clause, components means those articles, materials, and
supplies incorporated directly into steel and manufactured products.
3. Cost of Components. This means the cost for production of the components,
exclusive of final assembly labor costs.
(b) The successful bidder will be required to deliver only domestic steel and manufactured
products will be used by the Contractor, subcontractors, materialmen, and suppliers in the
performance of this contract, except those:
(1) that the U.S. Department of Transportation has determined, under the Aviation
Safety and Capacity Expansion Act of 1990, are not produced in the United States
in sufficient and reasonably available quantities and of a satisfactory quality;
(2) that the U.S. Department of Transportation has determined, under the Aviation
Safety and Capacity Expansion Act of 1990, that domestic preference would be
inconsistent with the public interest; or
(3) that inclusion of domestic material will increase the cost of the overall project
contract by more than 25 percent. `
(End of Clause) ,
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Renton Municipal Airport
Security Gate Replacement
Phase 2
r1
..
BUY AMERICAN - STEEL AND MANUFACTURED PRODUCTS (JAN 1991)
(a) The Contractor shall deliver only domestic steel and manufactured products under this
contract as defined in paragraph(b) below.
.. (b) The following terms apply to this clause:
1. Steel and manufactured products. As used in this clause, steel and manufactured
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products include (1) those produced in the United States or (2) a manufactured product
produced in the United States, if the cost of its components mined, produced or
manufactured in the United States exceeds 60 percent of the cost of all its components
and final assembly has taken place in the United States.
2. Components. As used in this clause, components means those articles, materials, and
supplies incorporated directly into steel and manufactured products.
3. Cost of components. This means the costs for production of the components,
exclusive of final assembly labor costs.
(End of Clause)
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aw
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Renton Municipal Airport
Security Gate Replacement
Phase 2
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BUY AMERICAN - STEEL AND MANUFACTURED PRODUCTS FOR
CONSTRUCTION CONTRACTS (JAN 1991)
(a) The Contractor shall deliver only domestic steel and manufactured products under this
contract as defined in paragraph (b) below.
to
(b) The following terms apply to this clause:
1. Steel and manufactured products. As used in this clause, steel and manufactured
products include (1) those produced in the United States or (2) a manufactured product
produced in the United States, if the cost of its components mined, produced or
manufactured in the United States exceeds 60 percent of the cost of all its components
and final assembly has taken place in the United States.
2. Components. As used in this clause, components means those articles, materials, and 40
supplies incorporated directly into steel and manufactured products.
3. Cost of components. This means the costs for production of the components,
exclusive of final assembly labor costs.
(End of Clause)
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40
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up
Renton Municipal Airport
Security Gate Replacement
Phase 2
i
AW
BUY AMERICAN CERTIFICATE JAN (1991)
By submitting a bid/proposal under this solicitation, except for those items listed by the offeror
below or on a separate and clearly identified attachment to this bid/proposal, the offeror certifies
that steel and each manufactured product, is produced in the United States (as defined in the
clause Buy American - Steel and Manufactured Products or Buy American — Steel and
Manufactured Products for Construction Contracts) and that components of unknown origin are
considered to have been produced or manufactured outside the United States.
Offerors may obtain from City of Renton Municipal Airport lists of articles, materials, and
A" supplies excepted from this provision.
PRODUCT COUNTRY OF ORIGIN
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Name of Bidder
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By:
w Title:
Date:
WV
Renton Municipal Airport
Security Gate Replacement
Phase 2
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General Decision Number: WA030001 03/31/2006 WAl
No Superseded General Decision Number: WA020001
State: Washington
aw Construction Types: Heavy (Heavy, and Dredging) and Highway
Counties: Washington Statewide.
HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS (Excludes
D.O.E. Hanford Site in Benton and Franklin Counties)
Modification Number Publication Date Modification Number Publication Date
0 06/13/2003 23 03/18/2005
1 01/23/2004 24 03/25/2005
2 02/06/2004 25 04/01/2005
3 02/13/2004 26 04/22/2005
4 03/05/2004 27 06/03/2005
5 03/12/2004 28 06/10/2005
6 04/16/2004 29 06/17/2005
7 05/14/2004 30 07/08/2005
8 06/18/2004 31 07/29/2005
�rYl 9 06/25/2004 32 08/12/2005
10 07/02/2004 33 08/19/2005
11 07/23/2004 34 09/09/2005
12 08/06/2004 35 09/16/2005
13 08/20/2004 36 09/23/2005
14 09/03/2004 37 09/30/2005
15 10/01/2004 38 10/14/2005
16 10/15/2004 39 11/18/2005
17 10/22/2004 40 1/27/2006
18 11/05/2004 41 2/10/2006
i� 19 11/19/2004 42 2/17/2006
20 12/03/2004 43 2/24/2006
21 01/14/2005 44 3/31/2006
22 02/18/2005
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CARP0001-008 06/01/2005
+tir
Rates Fringes
Carpenters:
COLUMBIA RIVER AREA -
,rr ADAMS, BENTON, COLUMBIA,
DOUGLAS (EAST OF THE 120TH
MERIDIAN) , FERRY,
FRANKLIN, GRANT, OKANOGAN
ow (EAST OF THE 120TH
MERIDIAN) AND WALLA WALLA
COUNTIES
GROUP 1: . . . . . . . . . . . . . . . . . . .$ 24.18 7.75
40 GROUP 2: . . . . . . . . . . . . . . . . . . .$ 25.29 7.75
GROUP 3: . . . . . . . . . . . . . . . . . . .$ 24.45 7.75
GROUP 4: . . . . . . . . . . . . . . . . . . .$ 24.18 7.75
GROUP 5: . . . . . . . . . . . . . . . . . . .$ 59.90 7.75
GROUP 6: . . . . . . . . . . . . . . . . . . .$ 28.32 7.75
WA030001 Modification 44 1
"` Federal Wage Determination
SPOKANE AREA: ASOTIN,
GARFIELD, LINCOLN, PEND
OREILLE, SPOKANE, STEVENS
AND WHITMAN COUNTIES
GROUP 1: . . . . . . . . . . . . . . . . . . .$ 23.51 7.75
GROUP 2: . . . . . . . . . . . . . . . . . . .$ 24.61 7.75
GROUP 3: . . . . . . . . . . . . . . . . . . .$ 23.77 7.75
GROUP 4: . . . . . . . . . . . . . . . . . . .$ 23.51 7.75
GROUP 5: . . . . . . . . . . . . . . . . . . .$ 58.24 7.75
GROUP 6: . . . . . . . . . . . . . . . . . . .$ 27.60 7.75
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CARPENTERS CLASSIFICATIONS
GROUP 1: Carpenter; Burner-Welder; Rigger and Signaler;
Insulators (all types) , Acoustical, Drywall and Metal
Studs, Metal Panels and Partitions; Floor Layer, Sander,
Finisher and Astro Turf; Layout Carpenters; Form Builder;
Rough Framer; Outside or Inside Finisher, including doors,
windows, and jams; Sawfiler; Shingler (wood, composition)
Solar, Fiberglass, Aluminum or Metal; Scaffold Erecting and
Dismantling; Stationary Saw-Off Bearer; Wire, Wood and
Metal Lather Applicator
GROUP 2: Millwright, machine erector
GROUP 3: Piledriver - includes driving, pulling, cutting,
placing collars, setting, welding, or creosote treated
material, on all piling
GROUP 4: Bridge, dock and wharf carpenters
GROUP 5: Divers
GROUP 6: Divers Tender
ZONE PAY:
ZONE 1 0-45 MILES FREE
ZONE 2 46-65 MILES $2.00/PER HOUR
ZONE 3 66-100 MILES $3.00/PER HOUR
ZONE 4 OVER 100 MILES $4.50/PER HOUR
DISPATCH POINTS:
CARPENTERS/MILLWRIGHTS: PASCO (2819 W. SYLVESTER) or Main
Post Office of established residence of employee.
CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE. ) or Main
Post Office of established residence of employee.
CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of
established residence of employee.
CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main
Post Office of established residence of employee.
CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of
established residence of employee. to
WA030001 Modification 44 2
Federal Wage Determination
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DEPTH PAYY FOR DIVERS:
Each foot over 50-100 feet $1.00
Each foot over 100-175 feet 2.25
Each foot over 175-250 feet 5.50
HAZMAT PROJECTS:
arr
Anyone working on a HAZMAT job (task) , where HAZMAT
certification is required, shall be compensated at a
premium, in addition to the classification working in as
follows:
LEVEL D + $.25 per hour - This is the lowest level of
arr protection. No respirator is used and skin protection is
minimal.
LEVEL C + $.50 per hour - This level uses an air purifying
respirator or additional protective clothing.
tier
LEVEL B + $.75 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical "splash suit" .
do
LEVEL A +$1.00 per hour - This level utilizes a fully
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
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WA030001 Modification 44 3
Federal Wage Determination
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CARP0003-006 06/01/2005
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, to
LEWIS(Piledriver only) , PACIFIC (South of a straight line made
by extending the north boundary line of Wahkiakum County west
to Willapa Bay to the Pacific Ocean) , SKAMANIA AND WAHKIAKUM
COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY IN
SEE ZONE DESCRIPTION FOR CITIES BASE POINTS
ZONE l: so
Rates Fringes
Carpenters: am
CARPENTERS; ACOUSTICAL. . . . . .$ 28. 41 11 .16
DIVERS TENDERS. . . . . . . . . . . . . .$ 31.01 11 .16
DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 67.18 11.16 06
DRYWALL. . . . . . . . . . . . . . . . . . . . .$ 28.41 11 .16
FLOOR LAYERS & FLOOR
FINISHERS (the laying of
all hardwood floors nailed1
and mastic set, parquet
and wood-type tiles, and
block floors, the sanding
and finishing of floors, ob
the preparation of old and
new floors when the
materials mentioned above
are to be installed) ;
16
INSULATORS (fiberglass and
similar irritating
materils. . . . . . . . . . . . . . . . . . . .$ 28.56 11 .16
MILLWRIGHTS. . . . . . . . . . . . . . . . .$ 28.91 11 .16
PILEDRIVERS. . . . . . . . . . . . . . . . .$ 28.91 11.16
DEPTH PAY:
50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET
100 TO 150 FEET 1.50 PER FOOT OVER 100 FEET
150 TO 200 FEET 2.00 PER FOOT OVER 150 FEET
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Zone Differential (Add up Zone 1 rates) :
Zone 2 - $0.85
Zone 3 - 1.25
Zone 4 - 1.70 10
Zone 5 - 2.00
Zone 6 - 3.00
16
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WA030001 Modification 44 4
Federal Wage Determination
a.
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BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND
VANCOUVER, (NOTE: All dispatches for Washington State
140 Counties: Cowlitz, Wahkiakum and Pacific shall be from
Longview Local #1707 and mileage shall be computed from
that point. )
arr ZONE 1: Projects located within 30 miles of the respective
city hall of the above mentioned cities
ZONE 2: Projects located more than 30 miles and less than 40
miles of the respective city of the above mentioned cities
' ZONE 3: Projects located more than 40 miles and less than 50
miles of the respective city of the above mentioned cities
ZONE 4: Projects located more than 50 miles and less than 60
M miles of the respective city of the above mentioned cities.
ZONE 5: Projects located more than 60 miles and less than 70
miles of the respective city of the above mentioned cities
ZONE 6: Projects located more than 70 miles of the respected
city of the above mentioned cities
----------------------------------------------------------------
CARP0770-003 06/01/2005
rMw Rates Fringes
Carpenters:
CENTRAL WASHINGTON:
CHELAN, DOUGLAS (WEST OF
THE 120TH MERIDIAN) ,
KITTITAS, OKANOGAN (WEST
OF THE 120TH MERIDIAN) AND
YAKIMA COUNTIES
ACCOUSTICAL WORKERS. . . . . . . .$ 21.71 10.45
CARPENTERS AND DRYWALL
APPLICATORS. . . . . . . . . . . . . . . .$ 21.45 10.45
CARPENTERS ON CREOSOTE
MATERIAL. . . . . . . . . . . . . . . . . . .$ 21.55 10.45
DIVERS TENDER. . . . . . . . . . . . . .$ 32.26 10.67
r DIVERS. . . . . . . . . . . . . . . . . . . . .$ 72.52 10.67
INSULATION APPLICATORS. . . . .$ 21.45 10.45
MILLWRIGHT AND MACHINE
ERECTORS. . . . . . . . . . . . . . . . . . .$ 30.40 10.45
PILEDRIVER, BRIDGE DOCK
AND WHARF CARPENTERS. . . . . . .$ 29.40 10.45
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
on COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING. . . . . . .$ 29.60 10.45
SAWFILERS, STATIONARY
POWER SAW OPERATORS,
FLOOR FINISHER, FLOOR
LAYER, SHINGLER, FLOOR
No SANDER OPERATOR AND
OPERATORS OF OTHER
STATIONARY WOOD WORKING
TOOLS. . . . . . . . . . . . . . . . . . . . . .$ 21.58 10.45
WA030001 Modification 44 5
Federal Wage Determination
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IN
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend y
Zone Pay:
0 -25 radius miles Free
25-35 radius miles $1.00/hour
35-45 radius miles $1.15/hour
45-55 radius miles $1.35/hour
Over 55 radius miles $1.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall, %A
Tacoma City center, and Everett City center
Zone Pay: at
0 -25 radius miles Free
25-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
---------------------------------------------------------------- to
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WA030001 Modification 44 6
Federal Wage Determination
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CARP0770-006 06/01/2005
Carpenters: WESTERN WASHINGTON:
1W CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS
(excludes piledrivers only) , MASON, PACIFIC (North of a straight line
made by extending the north boundary line of Wahkiakum County west to
the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
+F WHATCOM COUNTIES
Rates Fringes
ACOUSTICAL WORKERS. . . . . . . . .$ 29.56 10.67
BRIDGE, DOCK & WHARF
CARPENTERS. . . . . . . . . . . . . . . . .$ 29.40 10.67
CARPENTERS AND DRYWALL
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APPLICATORS. . . . . . . . . . . . . . . .$ 29.40 10.67
CARPENTERS ON CREOSOTE
MATERIAL. . . . . . . . . . . . . . . . . . .$ 29.50 10.67
DIVERS TENDER. . . . . . . . . . . . . .$ 32.26 10.67
DIVERS. . . . . . . . . . . . . . . . . . . . .$ 72.52 10.67
INSULATION APPLICATORS. . . . .$ 29.40 10.67
MILLWRIGHT AND MACHINE
ERECTORS. . . . . . . . . . . . . . . . . . .$ 30.40 10.67
aP PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
to MATERIAL, ALL PILING. . . . . . .$ 29.60 10.67
SAWFILERS, STATIONARY
POWER SAW OPERATORS,
FLOOR FINISHER, FLOOR
40 LAYER, SHINGLER, FLOOR
SANDER OPERATOR AND
OPERATORS OF OTHER
STATIONARY WOOD WORKING
to TOOLS. . . . . . . . . . . . . . . . . . . . . .$ 29.53 10.67
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
am CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
40 listed cities:
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
so Renton Shelton Yakima
Aberdeen-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free
25-35 radius miles $1.00/hour
35-45 radius miles $1.15/hour
45-55 radius miles $1.35/hour
4r Over 55 radius miles $1.55/hour
WA030001 Modification 44 7
�" Federal Wage Determination
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
25-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
ELECO046-001 06/06/2005
CALLAM, JEFFERSON, KING AND KITSAP COUNTIES go
Rates Fringes
Cable splicer. . . . . . . . . . . . . . . . . .$ 36.85 3%+12.64 so
Electrician. . . . . . . . . . . . . . . . . . . .$ 33.50 3%+12.64
ELECO048-003 01/01/2006
No
CLARK, KLICKITAT AND SKAMANIA COUNTIES
Rates Fringes
Cable splicer. . . . . . . . . . . . . . . . . .$ 31.85 3%+$13.80
Electrician. . . . . . . . . . . . . . . . . . . .$ 31.60 3%+$13.80
---------------------------------------------------
ELEC0073-001 07/01/2005
ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN
COUNTIES
Rates Fringes
Cable splicer. . . . . . . . . . . . . . . . . .$ 26.64 3%+11. 73
Electrician. . . . . . . . . . . . . . . . . . . .$ 24.22 3%+11. 73
ELECO076-002 09/01/2005
GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON
COUNTIES
Rates Fringes
Cable splicer. . . . . . . . . . . . . . . . . .$ 34.78 3%+12.91
Electrician. . . . . . . . . . . . . . . . . . . .$ 31.62 3%+12.91
WA030001 Modification 44 g
Federal Wage Determination
or
r
* ELECO077-002 02/01/2006
Rates Fringes
Line Construction:
CABLE SPLICERS. . . . . . . . . . . . . .$ 40.47 3.8750+10.35
w� GROUNDMEN. . . . . . . . . . . . . . . . . . .$ 25.29 3.8750+8.60
LINE EQUIPMENT MEN. . . . . . . . . .$ 31.07 3.8750+8.60
LINEMEN, POLE SPRAYERS,
HEAVY LINE EQUIPMENT MAN. . . .$ 36.13 3.875%+10.35
"w POWDERMEN, JACKHAMMERMEN. . . .$ 27.10 3.875%+8.60
TREE TRIMMER. . . . . . . . . . . . . . . .$ 22.10 3.875%+8.15
A*
ELECO112-005 06/01/2005
ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA
WALLA, YAKIMA COUNTIES
tw
Rates Fringes
Cable splicer. . . . . . . . . . . . . . . . . .$ 31.40 30+12.43
qv Electrician. . . . . . . . . . . . . . . . . . . .$ 29.90 3%+12.43
----------------------------------------------------------------
ELEC0191-003 09/01/2005
00 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES
Rates Fringes
40 Cable splicer. . . . . . . . . . . . . . . . . .$ 33.72 3%+11.72
Electrician. . . . . . . . . . . . . . . . . . . .$ 30.66 3%+11.72
----------------------------------------------------------------
ELEC0191-004 09/01/2005
IV
CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES
do Rates Fringes
Cable splicer. . . . . . . . . . . . . . . . . .$ 29.33 3%+11.67
Electrician. . . . . . . . . . . . . . . . . . . .$ 26.66 3%+11.67
Am ----------------------------------------------------------------
ELEC0970-001 01/01/2006
COWLITZ AND WAHKIAKUM COUNTIES
+11r
Rates Fringes
Cable splicer. . . . . . . . . . . . . . . . . .$ 33.46 3%+10.90
Electrician. . . . . . . . . . . . . . . . . . . .$ 30.42 3%+10.90
----------------------------------------------------------------
A"
4►
WA030001 Modification 44 9
""' Federal Wage Determination
ENGI0302-003 06/01/2005
CHELAN (WEST OF THE 120TH MERIDIAN) , CLALLAM, DOUGLAS (WEST OF
THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN) ,
SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE
120TH MERIDIAN) COUNTIES
PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS
SHOWN BELOW)
Zone 1 (0-25 radius miles) :
Rates Fringes
Power equipment operators:
Group 1A. . . . . . . . . . . . . . . . . . .$ 31.08 11.05
Group 1AA. . . . . . . . . . . . . . . . . .$ 31.63 11.05
Group 1AAA. . . . . . . . . . . . . . . . .$ 32.17 11.05
Group 1. . . . . . . . . . . . . . . . . . . . .$ 30.54 11.05
Group 2. . . . . . . . . . . . . . . . . . . . .$ 30.07 11.05
Group 3. . . . . . . . . . . . . . . . . . . . .$ 29.66 11.05
Group 4. . . . . . . . . . . . . . . . . . . . .$ 27.37 11.05 ,
Zone Differential (Add to Zone 1 rates) :
Zone 2 (26-45 radius miles) - $ .70
Zone 3 (Over 45 radius miles) - $1.00
BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton,
Wenatchee, Yakima
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP lAAA - Cranes-over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom
(including jib with attachments) ; Tower crane over 175 ft in
height, base to boom
GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments) ; Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments Irri
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft
of boom (including jib with attachments) ; Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building work;
Excavator, shovel, backhoes over 3 yards and under 6 yards;
Hard tail end dump articulating off-road equipment 45 yards
and over; Loader- overhead 6 yards to, but not including 8
yards; Mucking machine, mole, tunnel, drill and/or shield;
Quad 9, HD 41, D-10; Remote control operator on rubber tired
earth moving equipment; Rollagon; Scrapers-self propelled 45
yards and over; Slipform pavers; Transporters, all truck or
track type
WA030001 Modification 44 10
Federal Wage Determination
'4 4V
or
GROUP 2 - Barrier machine (zipper) ; Batch Plant Operaor-
40 Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-overhead, bridge type-20 tons through 44
tons; Chipper; Concrete Pump-truck mount with boom
attachment; Crusher; Deck Engineer/Deck Winches (power) ;
Drilling machine; Excavator, shovel, backhoe-3 yards and
under; Finishing Machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Horizontal/directional drill
operator; Loaders-overhead under 6 yards; Loaders-plant feed;
No Locomotives-all; Mechanics-all; Mixers-asphalt plant; Motor
patrol graders-finishing; Piledriver (other than crane
mount) ; Roto-mill,roto-grinder; Screedman, spreader, topside
operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar
10 Green; Scraper-self propelled, hard tail end dump,
articulating off-road equipment-under 45 yards; Subgrade
trimmer; Tractors, backhoes-over 75 hp; Transfer material
WV service machine-shuttle buggy, blaw knox-roadtec; Truck crane
oiler/driver-100 tons and over; Truck Mount portable
conveyor; Yo Yo Pay dozer
or GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments;
A-frame crane over 10 tons; Drill oilers-auger type, truck or
crane mount; Dozers-D-9 and under; Forklift-3000 lbs. and
over with attachments; Horizontal/directional drill locator;
V Outside hoists-(elevators and manlifts) , air tuggers, strato
tower bucket elevators; Hydralifts/boom trucks over 10 tons;
Loader-elevating type, belt; Motor patrol
grader-nonfinishing; Plant oiler- asphalt, crusher;
I' Pumps-concrete; Roller, plant mix or multi-lift materials;
Saws-concrete; Scrpers-concrete and carry-all; Service
engineer-equipment; Trenching machines; Truck Crane
Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under
Orr
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete finish mahine-laser screed; Cranes-A frame-10 tons
and under; Elevator and Manlift-permanent or shaft type;
Gradechecker, Stakehop; Forklifts under 3000 lbs. with
attachments; Hydralifts/boom trucks, 10 tons and under; Oil
distributors, blower distribution and mulch seeding operator;
r, Pavement breaker; Posthole digger, mechanical; Power plant;
Pumps, water; Rigger and Bellman; Roller-other than plant
mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment
operator
WN
40
WA030001 Modification 44 11
+ Federal Wage Determination
am
CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH
GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A
PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED
RATES MAY BE PAID ON THE FOLLOWING:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1 .5
million excluding mechanical, electrical, and utility portions
of the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving including, but
utilities excluded.
3. Marine projects (docks, wharfs, ect. ) less than $150, 000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft
classifications subject to working inside a federally designed
hazardous perimeter shall be elgible for compensation in
accordance with the following group schedule relative to the
level of hazardous waste as outlined in the specific hazardous
waste project site safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing.
H-2 Class "C" Suit - Base wage rate plus $.25 per hour.
H-3 Class "B" Suit - Base wage rate plus $.50 per hour.
H-4 Class "A" Suit - Base wage rate plus $.75 per hour.
ENG10302-009 06/01/2005
CHELAN (WEST OF THE 120TH MERIDIAN) , CLALLAM, DOUGLAS (WEST OF
THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN) ,
SAN JUNA,SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE
120TH MERIDIAN) COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 95% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
WORK PERFORMED ON HYDRAULIC DREDDGES:
Zone 1 (0-25 radius miles) :
Rates Fringes
Power equipment operators:
GROUP 1
TOTAL PROJECT COST
$300,000 AND OVER. . . . . . . . . .$ 29.23 11.05
TOTAL PROJECT COST UNDER
$300, 000. . . . . . . . . . . . . . . . . . .$ 26.96 8.40
GROUP 2
f�1
TOTAL PROJECT COST
$300, 000 AND OVER. . . . . . . . . .$ 29.35 11.05
TOTAL PROJECT COST UNDER
$300, 000. . . . . . . . . . . . . . . . . . .$ 27.06 8.40
WA030001 Modification 44 12
Federal Wage Determination
�t
r
w!
GROUP 3
TOTAL PROJECT COST
$300,000 AND OVER. . . . . . . . . .$ 29.72 11.05
TOTAL PROJECT COST UNDER
$300,000. . . . . . . . . . . . . . . . . . .$ 27.38 8.40
GROUP 4
TOTAL PROJECT COST
$300,000 AND OVER. . . . . . . . . .$ 29.77 11.05
TOTAL PROJECT COST UNDER
$300,000. . . . . . . . . . . . . . . . . . .$ 27.43 8.40
GROUP 5
TOATL PROJECT COST
$300, 000 AND OVER. . . . . . . . . .$ 31.29 11 .05
TOTAL PROJECT COST UNDER
4r $300, 000. . . . . . . . . . . . . . . . . . .$ 28.75 8.40
GROUP 6
TOTAL PROJECT COST
$300, 000 AND OVER. . . . . . . . . .$ 29.23 11.05
TOTAL PROJECT COST UNDER
$300, 000. . . . . . . . . . . . . . . . . . .$ 26.96 8.40
+�r Zone Differential (Add to Zone 1 rates) :
Zone 2 (26-45 radius miles) - $ .70
Zone 3 (Over 45 radius miles) - $1.00
Ir BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton,
Wenatchee, Yakima
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 - ASSISTANT MATE (DECKHAND)
GROUP 2 - OILER
GROUP 3 - ASSISTANT ENGINEER (ELECTRIC, DIESEL, STEAM OR
BOOSTER PUMP) ; MATES AND BOATMEN
GROUP 4 - CRANEMAN, ENGINEER WELDER
GROUP 5 - LEVERMAN, HYDRAULIC
GROUP 6 - MAINTENANCE
CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH
rs GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A
PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. REDUCED RATES
MAY BE PAID ON THE FOLLOWING:
arr
wr
WA030001 Modification 44 13
Federal Wage Determination
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of the
contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving including, but utilities
excluded.
3. Marine projects (docks, wharfs, ect. ) less than $150,000.
HEAVY WAGE RATES (CATEGORY A) APPLIES TO CLAM SHELL DREDGE, HOE
AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND 00
BULLDOZERS.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft
classifications subject to working inside a federally designed
hazardous perimeter shall be elgible for compensation in
accordance with the following group schedule relative to the
level of hazardous waste as outlined in the specific hazardous 0
waste project site safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing. 16
H-2 Class "C" Suit - Base wage rate plus $.25 per hour.
H-3 Class "B" Suit - Base wage rate plus $.50 per hour.
H-4 Class "A" Suit - Base wage rate plus $.75 per hour.
----------------------------------------------------------------
40
WA030001 Modification 44 14
Federal Wage Determination
w
ENGI0370-002 06/01/2005
�r ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) ,
COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY,
FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH
MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN
AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES
ZONE 1:
Rates Fringes
Power equipment operators:
GROUP 1A. . . . . . . . . . . . . . . . . . .$ 21.79 7.87
GROUP 1. . . . . . . . . . . . . . . . . . . . . 22.34 7.87
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 22.66 7.87
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 23.27 7.87
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 23.43 7.87
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 23.59 7.87
GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 23.87 7.87
GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 24.14 7.87
wr GROUP 8. . . . . . . . . . . . . . . . . . . . .$ 25.24 7.87
ZONE DIFFERENTIAL (Add to Zone 1 rate) : Zone 2 - $2.00
4W Zone 1: Within 45 mile radius of Spokane, Moses Lake, Pasco,
Washington; Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Moses Lake,
40 Pasco, Washington; Lewiston, Idaho
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
40 GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam Cleaner
GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or electric power) ; Deck
Hand; Drillers Helper (Assist driller in making drill rod
connections, service drill engine and air compressor,
repair drill rig and drill tools, drive drill support truck
to and on the job site, remove drill cuttings from around
bore hole and inspect drill rig while in operation) ;
Fireman & Heater Tender; Grade Checker; Hydro-seeder,
Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking
Machine; Pumpman; Rollers, all types on subgrade, including
seal and chip coatings (farm type, Case, John Deere &
similar, or Compacting Vibrator) , except when pulled by
Dozer with operable blade; Welding Machine
OW
WA030001 Modification 44 15
AP Federal Wage Determination
4W
iii
GROUP 2: A-frame Truck (single drum) ; Assistant Refrigeration
Plant (under 1000 ton) ; Assistant Plant Operator, Fireman
or Pugmixer (asphalt) ; Bagley or Stationary Scraper; Belt
Finishing Machine; Blower Operator (cement) ; Cement Hog;
Compressor (2000 CFM or over, 2 or more, gas diesel or
electric power) ; Concrete Saw (multiple cut) ; Distributor
Leverman; Ditch Witch or similar; Elevator Hoisting
Materials; Dope Pots (power agitated) ; Fork Lift or Lumber
Stacker, hydra-lift & similar; Gin Trucks (pipeline) ;
Hoist, single drum; Loaders (bucket elevators and
conveyors) ; Longitudinal Float; Mixer (portable-concrete) ;
Pavement Breaker, Hydra-Hammer & similar; Power Broom;
Railroad Ballast Regulation Operator (self-propelled) ;
Railroad Power Tamper Operator (self-propelled) ; Railroad
Tamper Jack Operator (self-propelled; Spray Curing Machine
(concrete) ; Spreader Box (self-propelled) ; Straddle Buggy
(Ross & similar on construction job only) ; Tractor (Farm
type R/T with attachment, except Backhoe) ; Tugger Operator
GROUP 3: A-frame Truck (2 or more drums) ; Assistant
Refrigeration Plant & Chiller Operator (over 1000 ton) ;
Backfillers (Cleveland & similar) ; Batch Plant & Wet Mix Viii
Operator, single unit (concrete) ; Belt-Crete Conveyors with
power pack or similar; Belt Loader (Kocal or similar) ;
Bending Machine; Bob Cat; Boring Machine (earth) ; Boring
Machine (rock under 8 inch bit) (Quarry Master, Joy or 40
similar) ; Bump Cutter (Wayne, Saginau or similar) ; Canal
Lining Machine (concrete) ; Chipper (without crane) ;
Cleaning & Doping Machine (pipeline) ; Deck Engineer;
Elevating Belt-type Loader (Euclid, Barber Green & 40
similar) ; Elevating Grader-type Loader (Dumor, Adams or
similar) ; Generator Plant Engineers (diesel or electric) ;
Gunnite Combination Mixer & Compressor; Locomotive
Engineer; Mixermobile; Mucking Machine; Posthole Auger or
Punch; Pump (grout or jet) ; Soil Stabilizer (P & H or
similar) ; Spreader Machine; Tractor (to D-6 or equivalent)
and Traxcavator; Traverse Finish Machine; Turnhead Operator
GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump-
crete, Whitman & similar) ; Curb Extruder (asphalt or
concrete) ; Drills (churn, core, calyx or diamond) (operate i
drilling machine, drive or transport drill rig to and on
job site and weld well casing) ; Equipment Serviceman;
Greaser & Oiler; Hoist (2 or more drums or Tower Hoist) ;
Loaders (overhead & front-end, under 4 yds. R/T) ;
Refrigeration Plant Engineer (under 1000 ton) ; Rubber-tired
Skidders (R/T with or without attachments) ; Surface Heater
& Plant Machine; Trenching Machines (under 7 ft. depth
capacity) ; Turnhead (with re-screening) ; vacuum Drill
(reverse circulation drill under 8 inch bit)
:
WA030001 Modification 44 16
Federal Wage Determination
+
yew
40
GROUP 5: Backhoe (under 45,000 gw) ; Backhoe & Hoe Ram (under
3/4 yd.) ; Carrydeck & Boom Truck (under 25 tons) ; Cranes
wo (25 tons & under) , all attachments including clamshell,
dragline; Derricks & Stifflegs (under 65 tons) ; Drilling
Equipment(8 inch bit & over) (Robbins, reverse circulation
& similar) (operates drilling machine, drive or transport
drill rig to and on job site and weld well casing) ; Hoe
Ram; Piledriving Engineers; Paving (dual drum) ; Railroad
Track Liner Operaotr (self-propelled) ; Refrigeration Plant
Engineer (1000 tons & over) ; Signalman (Whirleys, Highline
Hammerheads or similar)
GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches
& Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade
' wire) ; Backhoe (45,000 gw and over to 110,000 gw) ; Backhoes
& Hoe Ram (3/4 yd. to 3 yd.) ; Batch Plant (over 4 units) ;
Batch & Wet Mix Operator (multiple units, 2 & incl. 4) ;
Blade Operator (motor patrol & attachments, Athey & Huber) ;
Boom Cats (side) ; Cable Controller (dispatcher) ; Clamshell
Operator (under 3 yds. ) ; Compactor (self-propelled with
blade) ; Concrete Pump Boom Truck; Concrete Slip Form Paver;
Cranes (over 25 tons, to and including 45 tons) , all
attachments including clamshell, dragline; Crusher, Grizzle
& Screening Plant Operator; Dozer, 834 R/T & similar;
Draglines (under 3 yds.) ; Drill Doctor; H.D. Mechanic; H.D.
Welder; Loader Operator (front-end & overhead, 4 yds. incl.
8 yds. ) ; Multiple Dozer Units with single blade; Paving
Machine (asphalt and concrete) ; Quad-Track or similar
equipment; Rollerman (finishing asphalt pavement) ; Roto
Mill (pavement grinder) ; Scrapers, all, rubber-tired;
Screed Operator; Shovel(under 3 yds.) ; Tractors (D-6 &
equilvalent & over) ; Trenching Machines (7 ft. depth &
over) ; Tug Boat Operator Vactor guzzler, super sucker
GROUP 7: Backhoe (over 110,000 gw) ; Backhoes & Hoe Ram (3 yds
& over) ; Blade (finish & bluetop) Automatic, CMI, ABC,
Finish Athey & Huber & similar when used as automatic;
Cableway Operators; Concrete Cleaning/Decontamination
machine operator; Cranes (over 45 tons to but not including
85 tons) , all attachments including clamshell and dragine;
Derricks & Stiffleys (65 tons & over) ; Elevating Belt
(Holland type) ; Heavy equipment robotics operator; Loader
(360 degrees revolving Koehring Scooper or similar) ;
Loaders (overhead & front-end, over 8 yds. to 10 yds. ) ;
V Rubber-tired Scrapers (multiple engine with three or more
scrapers) ; Shovels (3 yds. & over) ; Whirleys & Hammerheads,
ALL
00 GROUP 8: Cranes (85 tons and over, and all climbing,
overhead,rail and tower) , all attachments including
clamshell, dragline; Loaders (overhead and front-end, 10
yards and over) ; Helicopter Pilot
BOOM PAY: (All Cranes, Including Tower)
180 ft to 250 ft $ .30 over scale
Over 250 ft $ .60 over scale
WA030001 Modification 44 17
+r Federal Wage Determination
NOTE:
In computing the length of the boom on Tower Cranes, they
shall be measured from the base of the Tower to the point
of the boom.
HAZMAT:
Anyone working on HAZMAT jobs, working with supplied air +
shall receive $1 .00 an hour above classification.
----------------------------------------------------------------
ENG10370-006 06/01/2005
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) ,
COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY,
FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH
MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN
AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES
WORK PERFORMED ON HYDRAULIC DREDGES
Rates Fringes
Hydraulic Dredge
GROUP 1 : . . . . . . . . . . . . . . . . . . . .$ 32.41 7.87
GROUP 2: . . . . . . . . . . . . . . . . . . . .$ 32.53 7.87
GROUP 3: . . . . . . . . . . . . . . . . , . . .$ 32.90 7.87
GROUP 4: . . . . . . . . . . . . . . . . . . . .$ 32.95 7.87
GROUP 5: . . . . . . . . . . . . . . . . . . . .$ 34. 47 7.87
GROUP 6 : . . . . . . . . . . . . . . . . . . . .$ 32.41 7.87
GROUP 1: Assistant Mate (Deckhand)
GROUP 2: Assistant Engineer (Electric, Diesel, Steam, or
Booster Pump) ; Mates and Boatmen
GROUP 3: Engineer Welder
GROUP 4: Leverman, Hydraulic
GROUP 5: Maintenance
GROUP 6: Oiler
HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND
DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND
BULLDOZERS.
--------------- ------------------------------------------
WA030001 Modification 44 18
Federal Wage Determination
wr
r
ENGI0612-001 06/01/2005
wr LEWIS, PIERCE, PACIFIC (THAT PORTION WHICH LIES NORTH OF A
PARALLEL LINE EXTENDED WEST FROM THE NORTHERN BOUNDARY OF
WAHKAIKUM COUNTY TO THE SEA IN THE STATE OF WASHINGTON) AND
THURSTON COUNTIES
PROJECTS:
CATEGORY A PROJECTS (excludes Category B projects, as shown
below)
4W
Rates Fringes
Power equipment operators:
40 WORK PERFORMED ON
HYDRAULIC DREDGES:Total
Project cost $300, 000 and
over
w
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 29.23 11.05
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 29.35 11.05
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 29.71 11.05
No GROUP 4. . . . . . . . . . . . . . . . . . . .$ 29.77 11.05
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 31.29 11.05
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 29.23 11.05
WORK PERFORMED ON
V► HYDRAULIC DREDGES:Total
Project Cost under $300, 000
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 26.96 8.40
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 27.06 8.40
4' GROUP 3. . . . . . . . . . . . . . . . . . . .$ 27.38 8.40
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 27.43 8.40
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 28.75 8.40
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 26.96 8.40
ZONE 2 (26-45 radius miles) - Add $.70 to Zone 1 rates
ZONE 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates
VO BASEPOINTS: Tacoma, Olympia, and Centralia
CATEGORY B PROJECTS - 950 of the basic hourly rate for each
wo group plus full fringe benefits applicable to Category A
projects shall apply to the following projects: Reduced
rates may be paid on the following:
1. Projects involving work on structures such as buildings
wr and structures whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
4W involved. Surfacing and paving included, but utilities
excluded.
3. Marine projects (docts, wharfs, etc. ) less than $150,000
�r
WA030001 Modification 44 19
�w Federal Wage Determination
WORK PERFORMED ON HYDRAULIC DREDGES:
GROUP 1: Assistant Mate (Deckhand
GROUP 2: Oiler
GROUP 3: Assistant Engineer (Electric, Diesel, Steam or
Booster Pump) ; Mates and Boatmen
GROUP 4: Craneman, Engineer Welder
GROUP 5: Leverman, Hydraulic GROUP 6 : Maintenance
HEAVY WAGE RATES APPLIES TO CLAM SHEEL DREDGE, HOE AND
DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND
BULLDOZERS
HANDLING OF HAZARDOUS WASTE MATERIALS
H-1 - When not outfitted with protective clothing of level D
equipment - Base wage rate
H-2 - Class "C" Suit - Base wage rate + $.25 per hour
H-3 - Class "B" Suit - Base wage rate + $ .50 per hour X11
H-4 - Class "A" Suit - Base wage rate +$.75 per hour
ENG10612-002 06/01/2005 i
LEWIS, PIERCE, PACIFIC (portion lying north of a parallel line
extending west from the northern boundary of Wahkaikum County
to the sea) AND THURSTON COUNTIES 0
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. 40
Zone 1 (0-25 radius miles) :
Rates Fringes 0
Power equipment operators:
GROUP 1A. . . . . . . . . . . . . . . . . . .$ 31.08 11.05
GROUP 1AA. . . . . . . . . . . . . . . . . .$ 31 .63 11.05
GROUP 1AAA. . . . . . . . . . . . . . . . .$ 32.17 11.05
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 30.54 11.05
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 30.07 11.05
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 29.66 11.05 00
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 27.37 11.05
Zone Differential (Add to Zone 1 rates) :
Zone 2 (26-45 radius miles) _ $ .70 I
Zone 3 (Over 45 radius miles) - $1.00
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
WA030001 Modification 44 20
Federal Wage Determination +fit
40
ow
GROUP JA - Cranes, 100 tons thru 199 tons, or 150 ft of boom
"P (including jib with attachments) ; Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
ru�r
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft
of boom (including jib with attachments) ; Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
• work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
VO and/or shield; Quad 9 HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers-
self-propelled 45 yards and over; Slipform pavers;
ON Transporters, all track or truck type
GROUP 2 - Barrier machine (zipper) ; Batch Plant Operator-
concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
yN attachments; Crane-Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump-truck mount with boom
attachment; Crusher; Deck engineer/deck winches (power) ;
Drilling machine; Excavator, shovel, backhoe-3 yards and
MW under; Finishing machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders-plant feed; Locomotives-all; Mechanics- all;
Mixers, asphalt plant; Motor patrol graders, finishing;
"w Piledriver (other than crane mount) ; Roto-mill, roto-
grinder; Screedman, spreader, topside operator-Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper-self- propelled, hard tail end dump, .articulating
"o off-road equipment- under 45 yards; Subgrader trimmer;
Tractors, backhoe over 75 hp; Transfer material service
machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler/driver-100 tons and over; Truck Mount Portable
Conveyor; Yo Yo pay
GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane-A-frame over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and
over with attachments; Horizontal/directional drill
locator; Outside Hoists-(elevators and manlifts) , air
ww tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loaders-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pump-Concrete; Roller, plant mix or multi-lfit materials;
Saws-concrete; Scrapers, concrete and carry all; Service
engineers-equipment; Trenching machines; Truck crane
oiler/driver under 100 tons; Tractors, backhoe under 75 hp
WA030001 Modification 44 21
Federal Wage Determination
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine-laser screed; Cranes A-frame 10
tons and under; Elevator and manlift (permanent and shaft
type) ; Forklifts-under 3000 lbs. with attachments;
Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and
under; Oil distributors, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
digger-mechanical; Power plant; Pumps-water; Rigger and
Bellman; Roller-other than plant mix; Wheel Tractors,
farmall type; Shotcrete/gunite equipment operator
FOOTNOTE A- Reduced rates may be paid on the following:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. Marine projects (docks, wharfs, etc. ) less than $150, 000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all
craft classifications subject to working inside a federally
designated hazardous perimeter shall be elgible for Ali
compensation in accordance with the following group
schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan. 40
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing
H-2 Class "C" Suit - Base wage rate plus $ .25 per hour.
H-3 Class "B" Suit - Base wage rate plus $ .50 per hour. so
H-4 Class "A" Suit - Base wage rate plus $ .75 per hour.
ENGI0701-002 01/01/2006 16
CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, AND
WAHKIAKUM COUNTIES
POWER RQUIPMENT OPERATORS: ZONE 1 40
Rates Fringes
Power equipment operators:
(See Footnote A) No
GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 31.46 10.35
GROUP 1A. . . . . . . . . . . . . . . . . . . .$ 33.03 10.35
GROUP 1B. . . . . . . . . . . . . . . . . . . .$ 34.61 10.35
GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 30.07 10.35
GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 29.21 10.35
GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 28.59 10.35
GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 27.90 10.35
GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 25.30 10.35
Zone Differential (add to Zone 1 rates) :
Zone 2 - $1.50
Zone 3 - 3.00
WA030001 Modification 44 22
Federal Wage Determination to
>
MW
ON
For the following metropolitan counties: MULTNOMAH;
d, CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;
CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS
INDICATED:
All jobs or projects located in Multnomah, Clackamas and
rw Marion Counties, West of the western boundary of Mt. Hood
National Forest and West of Mile Post 30 on Interstate 84
and West of Mile Post 30 on State Highway 26 and West of
Mile Post 30 on Highway 22 and all jobs or projects located
ow in Yamhill County, Washington County and Columbia County
and all jobs or porjects located in Clark & Cowlitz County,
Washington except that portion of Cowlitz County in the Mt.
St. Helens "Blast Zone" shall receive Zone I pay for all
•
classifications.
All jobs or projects located in the area outside the
identified boundary above, but less than 50 miles from the
Portland City Hall shall receive Zone II pay for all
classifications.
, w All jobs or projects located more than 50 miles from the
Portland City Hall, but outside the identified border
above, shall receive Zone III pay for all classifications.
ow For the following cities: ALBANY; BEND; COOS BAY; EUGENE;
GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG
All jobs or projects located within 30 miles of the
respective city hall of the above mentioned cities shall
receive Zone I pay for all classifications.
All jobs or projects located more than 30 miles and less than
'W 50 miles from the respective city hall of the above
mentioned cities shall receive Zone II pay for all
classifications.
wr All jobs or projects located more than 50 miles from the
respective city hall of the above mentioned cities shall
receive Zone III pay for all classifications.
410
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: CONCRETE: Batch Plant and/or Wet Mix Operator, three
ww units or more; CRANE: Helicopter Operator, when used in
erecting work; Whirley Operator, 90 ton and over; LATTICE
BOOM CRANE: Operator 200 tons through 299 tons, and/or over
200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90
VV tons through 199 tons with luffing or tower attachments;
FLOATING EQUIPMENT: Floating Crane, 150 ton but less than
250 ton
V GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and
over (with luffing or tower attachment) ; LATTICE BOOM
CRANE: Operator, 200 tons through 299 tons, with over 200
VO feet boom; FLOATING EQUIPMENT: Floating Crane 250 ton and
over
WA030001 Modification 44 23
IV Federal Wage Determination
ow
sir
GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399
tons with over 200 feet boom; Operator 400 tons and over;
FLOATING EQUIPMENT: Floating Crane 350 ton and over
GROUP 2: ASPHALT: Asphalt Plant Operator (any type) ; Roto
Mill, pavement profiler, operator, 6 foot lateral cut and
over; BLADE: Auto Grader or "Trimmer" (Grade Checker
required) ; Blade Operator, Robotic; BULLDOZERS: Bulldozer
operator over 120,000 lbs and above; Bulldozer operator,
twin engine; Bulldozer Operator,tandem, quadnine, D10, Dll,
and similar type; Bulldozere Robotic Equipment (any type;
CONCRETE: Batch Plant and/or Wet Mix Operator, one and two
drum; Automatic Concrete Slip Form Paver Operator; Concrete
Canal Line Operator; Concrete Profiler, Diamond Head;
CRANE: Cableway Operator, 25 tons and over; HYDRAULIC
CRANE: Hydraulic crane operator 90 tons through 199 tons
(with luffing or tower attachment) ; TOWER/WHIRLEY OPERATOR: 46
Tower Crane Operator; Whirley Operator, under 90 tons;
LATTICE BOOM CRANE: 90 through 199 tons and/or 150 to 200
feet boom; CRUSHER: Crusher Plant Operator; FLOATING
EQUIPMENT: Floating Clamshell, etc.operator, 3 cu. yds. vo
and over; Floating Crane (derrick barge) Operator, 30 tons
but less than 150 tons; LOADERS: Loader operator, 120, 000
lbs. and above; REMOTE CONTROL: Remote controlled
earth-moving equipment; RUBBER-TIRED SCRAPERS: Rubber- to
tired scraper operator, with tandem scrapers, multi-engine;
SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Shovel,
Dragline, Clamshell, operator 5 cu. yds and over; TRENCHING
MACHINE: Wheel Excavator, under 750 cu. yds. per hour
(Grade Oiler required) ; Canal Trimmer (Grade Oiler
required) ; Wheel Excavator, over 750 cu. yds. per hour;
Band Wagon (in conjunction with wheel excavator) ; 16
UNDERWATER EQUIPMENT: Underwater Equipment Operator, remote
or otherwise; HYDRAULIC HOES-EXCAVATOR: Excavator over
130,000 lbs.
GROUP 3 : BULLDOZERS: Bulldozer operator, over 70,000 lbs. up
to and including 120, 000 lbs. ; HYDRAULIC CRANE: Hydraulic
crane operator, 50 tons through 89 tons (with luffing or
tower attachment) ; LATTICE BOOM CRANES: Lattice Boom
Crane-50 through 89 tons (and less than 150 feet boom) ;
FORKLIFT: Rock Hound Operator; HYDRAULIC HOES-EXCAVATOR:
excavator over 80,000 lbs. through 130, 000 lbs. ; LOADERS:
Loader operator 60, 000 and less than 120, 000; RUBBER-TIRED
SCRAPERS: Scraper Operator, with tandem scrapers;
Self-loading, paddle wheel, auger type, finish and/or 2 or
more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER OPERATOR:
Shovel, Dragline, Clamshell operators 3 cu. yds. but less
than 5 cu yds.
WA030001 Modification 44 24
Federal Wage Determination ' !'
�w.
GROUP 4: ASPHALT: Screed Operator; Asphalt Paver operator
(screeman required) ; BLADE: Blade operator; Blade operator,
finish; Blade operator, externally controlled by
electronic, mechanical hydraulic means; Blade operator,
multi-engine; BULLDOZERS: Bulldozer Operator over 20,000
lbs and more than 100 horse up to 70,000 lbs; Drill Cat
wW Operator; Side-boom Operator; Cable-Plow Operator (any
type) ; CLEARING: Log Skidders; Chippers; Incinerator; Stump
Splitter (loader mounted or similar type) ; Stump Grinder
(loader mounted or similar type; Tub Grinder; Land Clearing
ow Machine (Track mounted forestry mowing & grinding machine) ;
Hydro Axe (loader mounted or similar type) ; COMPACTORS
SELF-PROPELLED: Compactor Operator, with blade; Compactor
Operator, multi-engine; Compactor Operator, robotic;
CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete
Cooling Machine Operator; Concrete Paving Road Mixer;
Concrete Breaker; Reinforced Tank Banding Machine (K-17 or
ow similar types) ; Laser Screed; CRANE: Chicago boom and
similar types; Lift Slab Machine Operator; Boom type
lifting device, 5 ton capacity or less; Hoist Operator, two
(2) drum; Hoist Operator, three (3) or more drums; Derrick
�w Operator, under 100 ton; Hoist Operator, stiff leg, guy
derrick or similar type, 50 ton and over; Cableway Operator
up to twenty (25) ton; Bridge Crane Operator, Locomotive,
Gantry, Overhead; Cherry Picker or similar type crane;
Carry Deck Operator; Hydraulic Crane Operator, under 50
tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane
Operator, under 50 tons; CRUSHER: Generator Operator;
Diesel-Electric Engineer; Grizzley Operator; Drill Doctor;
Boring Machine Operator; Driller-Percussion, Diamond, Core,
Cable, Rotary and similar type; Cat Drill (John Henry) ;
Directional Drill Operator over 20, 000 lbs pullback;
FLOATING EQUIPMENT: Diesel-electric Engineer; Jack
"a
Operator, elevating barges, Barge Operator, self-
unloading; Piledriver Operator (not crane type) (Deckhand
required) ; Floating Clamshelll, etc. Operator, under 3 cu.
wr yds. (Fireman or Diesel-Electric Engineer required) ;
Floating Crane (derrick barge) Operator, less than 30 tons;
GENERATORS: Generator Operator; Diesel-electric Engineer;
GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types) ;
Guardrail Auger Operator (all types) ; Combination Guardrail
machines, i.e., punch auger, etc.; HEATING PLANT: Surface
Heater and Planer Operator; HYDRAULIC HOES EXCAVATOR:
Robotic Hydraulic backhoe operator, track and wheel type up
.r to and including 20,0000 lbs. with any or all attachments;
Excavator Operator over 20,000 lbs through 80, 000 lbs. ;
LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders
Operator, front end and overhead, 25,000 lbs and less than
60, 000 lbs; Elevating Grader Operator by Tractor operator,
Sierra, Euclid or similar types; PILEDRIVERS: Hammer
Operator; Piledriver Operator (not crane type) ; PIPELINE,
r SEWER WATER: Pipe Cleaning Machine Operator; Pipe Doping
Machine Operator; Pipe Bending Machine Operator; Pipe
Wrapping Machine Operator; Boring Machine Operator; Back
Filling Machine Operator; REMOTE CONTROL: Concrete Cleaning
aw Decontamination Machine Operator; Ultra High Pressure Water
Jet Cutting Tool System Operator/Mechanic; Vacuum Blasting
WA030001 Modification 44 25
ow Federal Wage Determination
am
Machine Operator/mechanic; REPAIRMEN, HEAVY DUTY: Diesel
Electric Engineer (Plant or Floating; Bolt Threading
Machine operator; Drill Doctor (Bit Grinder) ; H.D.
Mechanic; Machine Tool Operator; RUBBER-TIRED SCRAPERS:
Rubber-tired Scraper Operator,single engine, single
scraper; Self-loading, paddle wheel, auger type under 15
cu. yds. ; Rubber-tired Scraper Operator, twin engine;
Rubber-tired Scraper Operator, with push- ull attachments;
Self Loading, paddle wheel, auger type 15 cu. yds. and
over, single engine; Water pulls, water wagons; SHOVEL,
DRAGLINE, CLAMSHELL, SKOOPER OPERATOR: Diesel Electric
Engineer; Stationay Drag Scraper Operator; Shovel,
Dragline, Clamshell, Operator under 3 cy yds. ; Grade-all
Operator; SURFACE (BASE) MATERIAL: Blade mounted spreaders,
Ulrich and similar types; TRACTOR-RUBBERED TIRED: Tractor
operator, rubber-tired, over 50 hp flywheel; Tractor
operator, with boom attachment; Rubber-tired dozers and
pushers (Michigan, Cat, Hough type) ; Skip Loader, Drag Box;
TRENCHING MACHINE: Trenching Machine operator, digging
capacity over 3 ft depth; Back filling machine operator;
TUNNEL: Mucking machine operator
GROUP 5: ASPHALT: Extrusion Machine Operator; Roller
Operator (any asphalt mix) ; Asphalt Burner and
Reconditioner Operator (any type) ; Roto-Mill, pavement
profiler, ground man; BULLDOZERS: Bulldozer operator,
20,000 lbs. or less or 100 horse or less; COMPRESSORS:
Compressor Operator (any power) , over 1,250 cu. ft. total
capacity; COMPACTORS: Compactor Operator, including
vibratory; Wagner Pactor Operator or similar type (without `
blade) ; CONCRETE: Combination mixer and Compressor
Operator, gunite work; Concrete Batch Plant Quality Control
Operator; Beltcrete Operator; Pumperete Operator (any
type) ; Pavement Grinder and/or Grooving Machine Operator
(riding type) ; Cement Pump Operator, Fuller-Kenyon and
similar; Concrete Pump Operator; Grouting Machine Operator;
Concrete mixer operator, single drum, under (5) bag
capacity; Cast in place pipe laying machine; maginnis
Internal Full slab vibrator operator; Concrete finishing
mahine operator, Clary, Johnson, Bidwell, Burgess Bridge
deck or similar type; Curb Machine Operator, mechanical
Berm, Curb and/or Curb and Gutter; Concrete Joint Machine
Operator; Concrete Planer Operator; Tower Mobile Operator;
Power Jumbo Operator setting slip forms in tunnels; Slip
Form Pumps, power driven hydraulic lifting device for
concrete forms; Concrete Paving Machine Operator; Concrete
Finishing Machine Operator; Concrete Spreader Operator;
CRANE: Helicopter Hoist Operator; Hoist Operator, single
drum; Elevator Operator; A-frame Truck Operator, Double
drum; Boom Truck Operator; HYDRAULIC CRANE OPERATOR:
Hydraulic Boom Truck, Pittman; DRILLING: Churm Drill and
Earth Boring Machine Operator; Vacuum Truck; Directional
Drill Operator over 20, 000 lbs pullback; FLOATING
EQUIPMENT: Fireman; FORKLIFT: Fork Lift, over 10 ton and/or
robotic; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe
Operator, wheel type (Ford, John Deere, Case type) ;
Hydraulic Backhoe Operator track type up to and including
WA030001 Modification 44 26
Federal Wage Determination
"r
20, 000 lbs. ; LOADERS: Loaders, rubber- tired type, less
than 25,000 lbs; Elevating Grader Operator, Tractor Towed
w requiring Operator or Grader; Elevating loader operator,
Athey and similar types; OILERS: Service oiler (Greaser) ;
PIPELINE-SEWER WATER: Hydra hammer or simialr types;
Pavement Breaker Operator; PUMPS: Pump Operator, more than
"0 5 (any size) ; Pot Rammer Operator; RAILROAD EQUIPMENT:
Locomotive Operator, under 40 tons; Ballast Regulator
Operator; Ballast Tamper Multi-Purpose Operator; Track
Liner Operator; Tie Spacer Operator; Shuttle Car Operator;
' Locomotive Operator, 40 tons and over; MATERIAL HAULRS: Cat
wagon DJBs Volvo similar types; Conveyored material hauler;
SURFACING (BASE) MATERIAL: Rock Spreaders, self-propelled;
Pulva-mixer or similar types; Chiip Spreading machine
operator; Lime spreading operator, construction job siter;
SWEEPERS: Sweeper operator (Wayne type) self-propelled
construction job site; TRACTOR-RUBBER TIRED: Tractor
operator, rubber-tired, 50 hp flywheel and under; Trenching
machine operator, maximum digging capacity 3 ft depth;
TUNNEL: Dinkey
acv GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill
Operator (any type) ; Truck mounted asphalt spreader, with
screed; COMPRESSORS: Compressor Operator (any power) , under
1,250 cu. ft. total capacity; CONCRETE: Plant Oiler,
aw Assistant Conveyor Operator; Conveyor Operator; Mixer Box
Operator (C.T.B., dry batch, etc. ) ; Cement Hog Operator;
Concrete Saw Operator; Concrete Curing Machine Operator
(riding type) ; Wire Mat or Brooming Machine Operator;
CRANE: Oiler; Fireman, all equipment; Truck Crane Oiler
Driver; A-frame Truck Operator, single drum; Tugger or
Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher
Feederman; CRUSHER: Crusher oiler; Crusher feederman;
VW
DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT:
Deckhand; Boatman; FORKLIFT: Self-propelled Scaffolding
Operator, construction job site (exclduing working
"W platform) ; Fork Lift or Lumber Stacker Operator,
construction job site; Ross Carrier Operator, construction
job site; Lull Hi-Lift Operator or Similar Type; GUARDRAIL
EQUIPMENT: Oiler; Auger Oiler; Oiler, combination guardrail
machines; Guardrail Punch Oiler; HEATING PLANT: Temporary
Heating Plant Operator; LOADERS: Bobcat, skid steer (less
than 1 cu yd. ) ; Bucket Elevator Loader Operator,
BarberGreene and similar types; OILERS: Oiler; Guardrail
+► Punch Oiler; Truck Crane Oiler-Driver; Auger Oiler; Grade
Oiler, required to check grade; Grade Checker; Rigger;
PIPELINE-SEWER WATER: Tar Pot Fireman; Tar Pot Fireman
(power agitated) ; PUMPS: Pump Operator (any power) ;
Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman;
Oiler; Switchman; Motorman; Ballast Jack Tamper Operator;
SHOVEL, DRAGLINE, CLAMSHELL, SKOOPER, ETC. OPERATOR: Oiler,
Grade Oiler (required to check grade) ; Grade Checker;
Fireman; SWEEPER: Broom operator, self propelled,
construction job site; SURFACING (BASE) MATERIAL: Roller
Operator, grading of base rock (not asphalt) ; Tamping
Machine operartor, mechanical, self-propelled; Hydrographic
Seeder Machine Operator; TRENCHING MACHINE: Oiler; Grade
WA030001 Modification 44 27
;°"` Federal Wage Determination
Oiler; TUNNEL: Conveyor operator; Air filtration equipment
operator
----------------------------------------------------------------
ENGI0701-003 01/01/2006
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND
WAHKIAKUM COUNTIES
DREDGING:
Rates Fringes too
Dredging:
ZONE A
ASSISTANT ENGINEER. . . . . . . . .$ 32.94 10.15
ASSISTANT MATE. . . . . . . . . . . . .$ 29.04 10.15
LEVERMAN, DIPPER,
FLOATING CLAMSHELL. . . . . . . . .$ 35.26 10.15
LEVERMAN, HYDRAULIC. . . . . . . .$ 35.26 10.15
TENDERMAN. . . . . . . . . . . . . . . . . .$ 31.88 10.15
ZONE B
ASSISTANT ENGINEER. . . . . . . . .$ 34.94 10.15
ASSISTANT MATE. . . . . . . . . . . . .$ 31.04 10.15
LEVERMAN, DIPPER,
FLOATING CLAMSHELL. . . . . . . . .$ 37.26 10.15
LEVERMAN, HYDRAULIC. . . . . . . .$ 37.26 10.15
TENDERMAN. . . . . . . . . . . . . . . . . .$ 33.88 10.15
ZONE C
ASSISTANT ENGINEER. . . . . . . . .$ 35.94 10.15
ASSISTANT MATE. . . . . . . . . . . . .$ 32.04 10.15 `
LEVERMAN, DIPPER,
FLOATING CLAMSHELL. . . . . . . . .$ 38.26 10.15
LEVERMAN, HYDRAULIC. . . . . . . .$ 38.26 10.15
TENDERMAN. . . . . . . . . . . . . . . . . .$ 34.88 10.15
ZONE DESCRIPTION FOR DREDGING:
ZONE A - All jobs or projects located within 30 road miles of
Portland City Hall.
ZONE B - Over 30-50 road miles from Portland City Hall.
ZONE C - Over 50 road miles from Portland City Hall.
*All jobs or projects shall be computed from the city hall by
the shortest route to the geographical center of the
project. 40
----------------------------------------------------------------
IRON0014-005 07/01/2005
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE,
STEVENS, WALLA WALLA AND WHITMAN COUNTIES
Rates Fringes
Ironworker. . . . . . . . . . . . . . . . . . . . .$ 27.42 13.89
----------------------------------------------------------------
WA030001 Modification 44 28
Federal Wage Determination
.w
my
IRON0029-002 07/01/2005
fm CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM
COUNTIES
Rates Fringes
vin
Ironworker. . . . . . . . . . . . . . . . . . . . .$ 29.12 13.89
----------------------------------------------------------------
IRON0086-002 07/01/2005
vm
YAKIMA, KITTITAS AND CHELAN COUNTIES
Rates Fringes
w
Ironworker. . . . . . . . . . . . . . . . . . . . .$ 28.47 13.89
----------------------------------------------------------------
IRON0086-004 07/01/2005
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES
vo
Rates Fringes
Ironworker. . . . . . . . . . . . . . . . . . . . .$ 30.72 13.89
aw ----------------------------------------------------------------
+arr
vrr
viu
r�s
attic
wo
w
WA030001 Modification 44 29
ow Federal Wage Determination
vW
LAB00001-002 06/01/2005
ZONE 1:
Rates Fringes
Laborers:
CALLAM, GRAYS HARBOR,
ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON,
PACIFIC (NORTH OF STRAIGHT
LINE MADE BY EXTENDING THE
NORTH BOUNDARY WAHKIAKUM
COUNTY WEST TO THE PACIFIC
OCEAN) , PIERCE, SAN JUAN,
SKAGIT, SNOHOMISH,
THURSTON AND WHATCOM COUNTIES
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 18.56 7.95
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 20.88 7.95
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 25.56 7.95
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 26.04 7.95
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 26.40 7.95
CHELAN, DOUGLAS (WEST OF
THE 120TH MERIDIAN) ,
KITTITAS AND YAKIMA COUNTIES
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 15.14 7.95
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 17.46 7.95
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 19.18 7.95
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 19.66 7.95
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 20.02 7.95
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) :
ZONE 2 - $ .70
ZONE 3 - $1.00
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall1
ZONE 3 - More than 45 radius miles from the respective city
hall
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHE=ON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
WA030001 Modification 44 30
Federal Wage Determination
"W
LABORERS CLASSIFICATIONS
+w GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
+r
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
ow
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.) ; Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
ow material) ; Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C) ; Maintenance Person; Material Yard
ON Person; Pot Tender; Rip Rap Person; Riggers; Scale Person;
Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper;
Toolroom Man (at job site) ; Topper-Tailer; Track Laborer;
Truck Spotter; Vinyl Seamer
vre
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs. ) ;
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
wr aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B) ; High Scaler;
Mr Jackhammer; Laserbeam Operator; Manhole Builder-Mudman;
Mortarman and Hodcarrier; Nozzleman (concrete pump, green
cutter when using combination of high pressure air and
water on concrete and rock, sandblast, gunite, shotcrete,
,r water blaster, vacuum blaster) ; Pavement Breaker; Pipe
Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not
insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike
Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper
yr (over 20 ft) ; Spreader (concrete) ; Tamper and Similar
electric, air and glas operated tool; Timber Person-sewer
(lagger shorer and cribber) ; Track Liner Power; Tugger
Operator; Vibrator; Well Point Laborer
wr
GROUP 5: Caisson Worker; Miner; Powderman; Re-Timberman;
Hazardous Waste Worker (Level A) .
----------------------------------------------------------------
rrr
wur
WA030001 Modification 44 31
"' Federal Wage Determination
LAB00238-004 06/01/2005
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH
MERIDIAN) , FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN,
PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA AND WHITMAN COUNTIES
Rates Fringes
Laborers:
ZONE 1:
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 17.71 6.95
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 19.81 6.95
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 20.08 6.95
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 20.35 6.95
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 20.63 6.95
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 22.00 6.95
Zone Differential (Add to Zone 1 rate) : $2.00
BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office. 11M
LABORERS CLASSIFICATIONS
GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic
Control Maintenance Laborer (to include erection and
maintenance of barricades, signs and relief of flagperson) ;
Window Washer/Cleaner (detail cleanup, such as, but not
limited to cleaning floors, ceilings, walls, windows, etc.
prior to final acceptance by the owner)
GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder;
Carpenter Tender; Cement Handler; Clean-up Laborer;
Concrete Crewman (to include stripping of forms, hand
operating jacks on slip form construction, application of
concrete curing compounds, pumperete machine, signaling,
handling the nozzle of squeezcrete or similar machine,6
inches and smaller) ; Confined Space Attendant; Concrete
Signalman; Crusher Feeder; Demolition (to include clean-up,
burning, loading, wrecking and salvage of all material) ; 10
Dumpman; Fence Erector; Firewatch; Form Cleaning Machine
Feeder, Stacker; General Laborer; Grout Machine Header
Tender; Guard Rail (to include guard rails, guide and
reference posts, sign posts, and right-of-way markers) ; 10
Hazardous Waste Worker, Level D (no respirator is used and
skin protection is minimal) ; Miner, Class "A" (to include
all bull gang, concrete crewman, dumpman and pumperete
crewman, including distributing pipe, assembly & dismantle,
and nipper) ; Nipper; Riprap Man; Sandblast Tailhoseman;
Scaffold Erector (wood or steel) ; Stake Jumper; Structural
Mover (to include separating foundation, preparation, 96
cribbing, shoring, jacking and unloading of structures) ;
Tailhoseman (water nozzle) ; Timber Bucker and Faller (by
hand) ; Track Laborer (RR) ; Truck Loader; Well-Point Man;
All Other Work Classifications Not Specially Listed Shall
Be Classified As General Laborer
WA030001 Modification 44 32
Federal Wage Determination
w
GROUP 3: Aspahlt Raker; Asphalt Roller, walking; Cement
+r Finisher Tender; Concrete Saw, walking; Demolition Torch;
Dope Pot Firemen, non-mechanical; Driller Tender (when
required to move and position machine) ; Form Setter,
Paving; Grade Checker using level; Hazardous Waste Worker,
"+r Level C (uses a chemical "splash suit" and air purifying
respirator) ; Jackhammer Operator; Miner, Class "B" (to
include brakeman, finisher, vibrator, form setter) ;
Nozzleman (to include squeeze and flo-crete nozzle) ;
' Nozzleman, water, air or steam; Pavement Breaker (under 90
lbs. ) ; Pipelayer, corrugated metal culvert; Pipelayer,
multi- plate; Pot Tender; Power Buggy Operator; Power Tool
wo Operator, gas, electric, pneumatic; Railroad Equipment,
power driven, except dual mobile power spiker or puller;
Railroad Power Spiker or Puller, dual mobile; Rodder and
Spreader; Tamper (to include operation of Barco, Essex and
No similar tampers) ; Trencher, Shawnee; Tugger Operator; Wagon
Drills; Water Pipe Liner; Wheelbarrow (power driven)
GROUP 4: Air and Hydraulic Track Drill; Brush Machine (to
are include horizontal construction joint cleanup brush
machine, power propelled) ; Caisson Worker, free air; Chain
Saw Operator and Faller; Concrete Stack (to include
laborers when laborers working on free standing concrete
MW stacks for smoke or fume control above 40 feet high) ;
Gunite (to include operation of machine and nozzle) ;
Hazardous Waste Worker, Level B (uses same respirator
protection as Level A. A supplied air line is provided in
ew conjunction with a chemical "splash suit") ; High Scaler;
Laser Beam Operator (to include grade checker and elevation
control) ; Miner, Class C (to include miner, nozzleman for
r concrete, laser beam operator and rigger on tunnels) ;
Monitor Operator (air track or similar mounting) ; Mortar
Mixer; Nozzleman (to include jet blasting nozzleman, over
1,200 lbs., jet blast machine power propelled, sandblast
„w nozzle) ; Pavement Breaker (90 lbs. and over) ; Pipelayer (to
include working topman, caulker, collarman, jointer,
mortarman, rigger, jacker, shorer, valve or meter
installer) ; Pipewrapper; Plasterer Tender; Vibrators (all)
+rr
GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker,
Level A (utilizes a fully encapsulated suit with a
self-contained breathing apparatus or a supplied air line) ;
Miner Class "D", (to include raise and shaft miner, laser
beam operator on riases and shafts)
GROUP 6 - Powderman
rr
----------------------------------------------------------------
low
WA030001 Modification 44 33
Federal Wage Determination
LAB00238-006 06/01/2005
COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, 40
COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN,
OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN
Rates Fringes
Hod Carrier. . . . . . . . . . . . . . . . . . . .$ 21.90 6.95
------------------------------ ---- -----------
LAB00335-001 06/01/2005
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE
MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY 40
WEST TO THE PACIFIC OCEAN) , SKAMANIA AND WAHKIAKUM COUNTIES
Rates Fringes
40
Laborers:
ZONE 1:
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 24.22 7.95
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 24. 78 7.95
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 25.20 7.95
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 25.56 7.95
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 21.86 7.95
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 19.58 7.95
GROUP 7. . . . . . . . . . . . . . . . . . . .$ 16.57 7.95
Zone Differential (Add to Zone 1 rates) : aw
Zone 2 $ 0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city all.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall. to
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
10
•
so
N
WA030001 Modification 44 34
Federal Wage Determination "
w.
ON
LABORERS CLASSIFICATIONS
GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch
rr Weighman; Broomers; Brush Burners and Cutters; Car and
Truck Loaders; Carpenter Tender; Change-House Man or Dry
Shack Man; Choker Setter; Clean-up Laborers; Curing,
Concrete; Demolition, Wrecking and Moving Laborers;
us Dumpers, road oiling crew; Dumpmen (for grading crew) ;
Elevator Feeders; Guard Rail, Median Rail Reference Post,
Guide Post, Right of Way Marker; Fine Graders; Fire Watch;
Form Strippers (not swinging stages) ; General Laborers;
1' Hazardous Waste Worker; Leverman or Aggregate Spreader
(Flaherty and similar types) ; Loading Spotters; Material
Yard Man (including electrical) ; Pittsburgh Chipper
w Operator or Similar Types; Railroad Track Laborers; Ribbon
Setters (including steel forms) ; Rip Rap Man (hand placed) ;
Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers;
Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring;
Timber Faller and Bucker (hand labor) ; Toolroom Man (at job
site) ; Tunnel Bullgang (above ground) ; Weight-Man- Crusher
(aggregate when used)
wr GROUP 2: Applicator (including pot power tender for same) ,
applying protective material by hand or nozzle on utility
lines or storage tanks on project; Brush Cutters (power
saw) ; Burners; Choker Splicer; Clary Power Spre.ader and
"" similar types; Clean- up Nozzleman-Green Cutter (concrete,
rock, etc. ) ; Concrete Power Buggyman; Concrete Laborer;
Crusher Feeder; Demolition and Wrecking Charred Materials;
Gunite Nozzleman Tender; Gunite or Sand Blasting Pot
Tender; Handlers or Mixers of all Materials of an
irritating nature (including cement and lime) ; Tool
Operators (includes but not limited to: Dry Pack Machine;
*0 Jackhammer; Chipping Guns; Paving Breakers) ; Pipe Doping
and Wrapping; Post Hole Digger, air, gas or electric;
Vibrating Screed; Tampers; Sand Blasting (Wet) ;
Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew,
Bullgang (underground)
GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill
Operators, air tracks, cat drills, wagon drills,
w. rubber-mounted drills, and other similar types including at
crusher plants; Gunite Nozzleman; High Scalers, Strippers
and Drillers (covers work in swinging stages, chairs or
belts, under extreme conditions unusual to normal drilling,
blasting, barring-down, or sloping and stripping) ; Manhole
Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power
Saw Operators (Bucking and Falling) ; Pumperete Nozzlemen;
Sand Blasting (Dry) ; Sewer Timberman; Track Liners, Anchor
Machines, Ballast Regulators, Multiple Tampers, Power
Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and
Timbermen; Vibrator; Water Blaster
ww
GROUP 4: Asphalt Raker; Concrete Saw Operator (walls) ;
Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam
(pipelaying)-applicable when employee assigned to move, set
,W up, align; Laser Beam; Tunnel Miners; Motorman-Dinky
Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel
WA030001 Modification 44 35
400 Federal Wage Determination
M.
0
40
GROUP 5: Traffic Flaggers
to
GROUP 6: Fence Builders
GROUP 7: Landscaping or Planting Laborers
-- ------------- ------------------------------------- w
LAB00335-010 06/01/2005
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE No
MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY
WEST TO THE PACIFIC OCEAN) , SKAMANIA AND WAHKIAKUM COUNTIES
Rates Fringes
Hod Carrier. . . . . . . . . . . . . . . . . . . .$ 26.04 7.95
PAIN0005-002 06/01/2005
STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) ,
SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Painters:
STRIPERS. . . . . . . . . . . . . . . . . . . .$ 23.20 10.20
* PAIN0005-004 07/01/2005
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
Painter. . . . . . . . . . . . . . . . . . . . . . . .$ 19.00 6.70
----------------------------------------------------------------
go
�i
WA030001 Modification 44 36
Federal Wage Determination �`
ow
PAIN0005-006 07/01/2005
00 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE) ;
CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS,
LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA,
WHITMAN AND YAKIMA COUNTIES
air
Rates Fringes
Painters:
Aw Application of Cold Tar
Products, Epoxies, Polyure
thanes, Acids, Radiation
4M Resistant Material, Water
and Sandblasting, Bridges,
Towers, Tanks, Stacks,
Steeples. . . . . . . . . . . . . . . . . . . .$ 19.84 6.53
,,r Brush, Roller, Striping,
Steam-cleaning and Spray. . . .$ 18.84 6.53
Lead Abatement, Asbestos
Abatement. . . . . . . . . . . . . . . . . . .$ 19.84 6.53
vow TV Radio, Electrical
Transmission Towers. . . . . . . . .$ 20.59 6.53
*$.70 shall be paid over and above the basic wage rates
ow listed for work on swing stages and high work of over 30
feet.
wr
PAIN0055-002 05/16/2005
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM
COUNTIES
Im
Rates Fringes
Painters:
Mo Brush & Roller. . . . . . . . . . . . . .$ 18.03 6.63
High work - All work 60
ft. or higher. . . . . . . . . . . . . . .$ 18.78 6.63
Spray and Sandblasting. . . . . .$ 18.63 6.63
wr ------------- --- ------------------------------
PAIN0055-007 06/01/2005
CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES
*W
Rates Fringes
Painters:
err HIGHWAY & PARKING LOT
STRIPER. . . . . . . . . . . . . . . . . . . . .$ 25.49 8.05
----------------------------------------------------------------
+r.
WA030001 Modification 44 37
Federal Wage Determination
PLAS0072-004 06/01/2005
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA
COUNTIES
Rates Fringes
Cement Mason
ZONE 1: . . . . . . . . . . . . . . . . . . . . .$ 22. 73 7.43
Zone Differential (Add to Zone 1 rate) : Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston
Zone 1: 0 - 45 radius miles from the main post office
Zone 2: Over 45 radius miles from the main post office
------------------------ -- -----------------------
PLAS0528-001 06/01/2005
CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES
Rates Fringes
Cement Masons:
CEMENT MASON. . . . . . . . . . . . . . . .$ 29.59 11.52
COMPOSITION, COLOR MASTIC, AW
TROWEL MACHINE, GRINDER,
POWER TOOLS, GUNNITE NOZZLE.$ 29.84 11.52
PLAS0555-002 06/01/2005 40
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND
WAHKIAKUM COUNTIES
40
ZONE 1:
Rates Fringes
go
Cement Masons:
CEMENT MASONS DOING BOTH
COMPOSITION/POWER
MACHINERY AND tv
SUSPENDED/HANGING SCAFFOLD. .$ 27.89 11.05
CEMENT MASONS ON
SUSPENDED, SWINGING AND/OR
HANGING SCAFFOLD. . . . . . . . . . . .$ 27.39 11.05
CEMENT MASONS. . . . . . . . . . . . . . .$ 26.89 11.05
COMPOSITION WORKERS AND
POWER MACHINERY OPERATORS. . .$ 27.39 11.05 dw
WA030001 Modification 44 38
Federal Wage Determination
aw
MW
Zone Differential (Add To Zone 1 Rates) :
Zone 2 - $0.65
wr Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 3.00
BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,
SALEM, THE DALLES, VANCOUVER
ZONE 1: Projects within 30 miles of the respective city hall
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
low respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall
ow ----------------------------------- - -----------
PLUM0032-002 01/01/2006
CLALLAM, KING AND JEFFERSON COUNTIES
Rates Fringes
Plumbers and Pipefitters. . . . . . .$ 36 .63 16.81
ar
PLUM0032-003 01/01/2006
CHELAN, KITTITAS (NORTHERN TIP) , DOUGLAS (NORTH) , AND OKANOGAN
ar
(NORTH) COUNTIES
Rates Fringes
err
Plumbers and Pipefitters. . . . . . .$ 25.88 13.89
PLUM0044-003 06/01/2005
Iwo
ADAMS (NORTHERN PART) , ASOTIN (CLARKSTON ONLY) , FERRY (EASTERN
PART) , LINCOLN, PEND ORIELLE, STEVENS, SPOKANE, AND WHITMAN
COUNTIES
Rates Fringes
Plumbers and Pipefitters. . . . . . .$ 29.76 11.69
aw ----------------------------------------------------------------
Am
an
wo
WA030001 Modification 44 39
Q" Federal Wage Determination
00
PLUM0082-001 01/01/2006
CLARK (NORTHERN TIP INCLUDING WOODLAND) , COWLITZ, GRAYS HARBOR,
LEWIS, MASON (EXCLUDING NE SECTION) , PACIFIC, PIERCE SKAMANIA,
THURSTON AND WAHKIAKUM COUNTIES
Rates Fringes w
Plumbers and Pipefitters. . . . . . .$ 33.27 14.50
------------------------------------------------- --------
PLUM0265-003 01/01/2006
ISLAND, SKAGIT, SNOHOMISH,SAN JUAN AND WHATCOM COUNTIES
at
Rates Fringes
Plumbers and Pipefitters. . . . . . .$ 33.27 14.50
---------------------------------------------- ---- 40
PLUM0290-003 10/01/2005
CLARK (ALL EXCLUDING NORTHERN TIP INCLUDING CITY OF WOODLAND)
io
Rates Fringes
Plumbers and Pipefitters. . . . . . .$ 33.84 15.24
PLUM0598-005 06/01/2005
ADAMS (SOUTHERN PART) , ASOTIN (EXCLUDING THE CITY OF
CLARKSTON) , BENTON, COLUMBIA, DOUGLAS (EASTERN HALF) , FERRY
(WESTERN PART) , FRANKLIN, GARFIELD, GRANT, KITTITAS (ALL BUT
NORTHERN TIP) , KLICKITAT, LINCOLN (WESTERN PART) , OKANOGAN
(EASTERN) , WALLA WALLA AND YAKIMA COUNTIES
Rates Fringes
Plumber. . . . . . . . . . . . . . . . . . . . . . . .$ 32.57 16.61
WA030001 Modification 44 40
Federal Wage Determination
�r
wr
..
PLUM0631-001 01/01/2006
+rr MASON (NE SECTION) , AND KITSAP COUNTIES
Rates Fringes
Plumbers and Pipefitters
All new construction,
additions, and remodeling
of commercial building
projects such as: cocktail
lounges and taverns,
professional buildings,
medical clinics, retail
stores, hotels and motels,
restaurants and fast food
types, gasoline service
stations, and car washes
where the plumbing and
mechanical cost of the
project is less than
O' $100, 000. . . . . . . . . . . . . . . . . . . .$ 22.59 5.34
All other work where the
plumbing and mechanical
cost of the project is
ow $100,000 and over. . . . . . . . . . .$ 32.62 14.50
TEAM0037-002 06/01/2005
AW CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line
made by extending the north boundary line of Wahkiakum County
west to the Pacific Ocean) , SKAMANIA, AND WAHKIAKUM COUNTIES
wr
Rates Fringes
Truck drivers:
„M ZONE 1
GROUP 1. . . . . . . . . . . . . . . . . . . .$ 24.65 10.00
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 24.77 10.00
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 24.90 10.00
AW GROUP 4. . . . . . . . . . . . . . . . . . . .$ 25.16 10.00
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 25.38 10.00
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 25.54 10.00
GROUP 7. . . . . . . . . . . . . . . . . . . .$ 25.74 10.00
ww
No
ar
WA030001 Modification 44 41
Federal Wage Determination
r.
Zone Differential (Add to Zone 1 Rates) :
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER �
ZONE 1: Projects within 30 miles of the respective city
hall.
rlli
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
to
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the 40
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
at
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: A Frame or Hydra lifrt truck w/load bearing
surface; Articulated Dump Truck; Battery Rebuilders; Bus or
Manhaul Driver; Concrete Buggies (power operated) ; Concrete
Pump Truck; Dump Trucks, side, end and bottom dumps,
including Semi Trucks and Trains or combinations there of:
up to and including 10 cu. yds. ; Lift Jitneys, Fork Lifts
(all sizes in loading, unloading and transporting material
on job site) ; Loader and/or Leverman on Concrete Dry Batch
Plant (manually operated) ; Pilot Car; Pickup Truck; Solo
Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender;
Truck Mechanic Tender; Water Wagons (rated capacity) up to
3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds.
and under; Lubrication Man, Fuel Truck Driver, Tireman,
Wash Rack, Steam Cleaner or combinations; Team Driver;
Slurry Truck Driver or Leverman; Tireman
GROUP 2: Boom Truck/Hydra-lift or Retracting Crane;
Challenger; Dumpsters or similar equipment all sizes; Dump
Trucks/Articulated Dumps 6 cu to 10 cu. ; Flaherty Spreader
Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer
or doubles transporting equipment or wet or dry materials;
Lumber Carrier, Driver-Straddle Carrier (used in loading,
unloading and transporting of materials on job site) ; Oil
Distributor Driver or Leverman; Transit mix and wet or dry 40
mix trcuks: over 5 cu. yds. and including 7 cu. yds. ;
Vacuum Trucks; Water truck/Wagons (rated capacity) over
3,000 to 5,000 gallons
IN
10
WA030001 Modification 44 42
Federal Wage Determination
air
ow
owe
GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks,
side, end and bottom dumps, including Semi Trucks and
r Trains or combinations thereof: over 10 cu. yds. and
including 30 cu. yds. includes Articulated Dump Trucks;
Self-Propelled Street Sweeper; Transit mix and wet or dry
mix truck: over 7 cu yds. and including 11 cu yds. ; Truck
No Mechanic-Welder-Body Repairman; Utility and Clean-up Truck;
Water Wagons (rated capacity) over 5, 000 to 10, 000 gallons
AM GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom
cumps, including Semi-Trucks and Trains or combinations
thereof: over 30 cu. yds. and including 50 cu. yds.
includes Articulated Dump Trucks; Fire Guard; Transit Mix
and Wet or Dry Mix Trucks, over 11 cu. yds. and including
15 cu. yds.; Water Wagon (rated capacity) over 10,000
gallons to 15, 000 gallons
ww► GROUP 5: Composite Crewman; Dump Trucks, side, end and
bottom dumps, including Semi Trucks and Trains or
combinations thereof: over 50 cu. yds. and including 60 cu.
yds. includes Articulated Dump Trucks
rwr
GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre-Batch
concrete Mix Trucks; Dump trucks, side, end and bottom
dumps, including Semi Trucks a-nd Trains of combinations
"w" thereof: over 60 cu. yds. and including 80 cu. yds., and
includes Articulated Dump Trucks; Skid Truck
�rw GROUP 7: Dump Trucks, side, end and bottom dumps, including
Semi Trucks and Trains or combinations thereof: over 80 cu.
yds. and including 100 cu. yds., includes Articulated Dump
Trucks; Industrial Lift Truck (mechanical tailgate)
�rw ---------------------------- ----- ------------------
TEAM0174-001 06/01/2005
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
wwr MASON, PACIFIC (North of a straight line made by extending the
north boundary line of Wahkiakum County west to the Pacific
Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
wr
Rates Fringes
Truck drivers:
aw ZONE A:
GROUP 1: . . . . . . . . . . . . . . . . . . .$ 26.94 11.58
GROUP 2: . . . . . . . . . . . . . . . . . . .$ 26.36 11.58
rwr
GROUP 3: . . . . . . . . . . . . . . . . . . .$ 23.96 11.58
GROUP 4: . . . . . . . . . . . . . . . . . . .$ 19.71 11.58
GROUP 5: . . . . . . . . . . . . . . . . . . .$ 26.70 11.58
an ZONE B (25-45 miles from center of listed cities*) : Add $.70
per hour to Zone A rates.
ZONE C (over 45 miles from centr of listed cities*) : Add
$1.00 per hour to Zone A rates.
+r
WA030001 Modification 44 43
�" Federal Wage Determination
rlir
*Zone pay will be calculated from the city center of the
following listed cities:
BELLINGHAM CENTRALIA RAYMOND OLYMPIA
EVERETT SHELTON ANACORTES BELLEVUE
SEATTLE PORT ANGELES MT. VERNON KENT
TACOMA PORT TOWNSEND ABERDEEN BREMERTON
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1 - "A-frame or Hydralift" trucks and Boom trucks or
similar equipment when "A" frame or "Hydralift" and Boom
truck or similar equipment is used; Buggymobile; Bulk
Cement Tanker; Dumpsters and similar equipment,
Tournorockers, Tournowagon, Tournotrailer, Cat DW series,
Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid
Two and Four-Wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump Trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations thereof with 16 yards to 30 yards capacity:
Over 30 yards $.15 per hour additional for each 10 yard
increment; Explosive Truck (field mix) and similar
equipment; Hyster Operators (handling bulk loose
aggregates) ; Lowbed and Heavy Duty Trailer; Road Oil
Distributor Driver; Spreader, Flaherty Transit mix used
exclusively in heavy construction; Water Wagon and Tank
Truck-3,000 gallons and over capacity
GROUP 2 - Bulllifts, or similar equipment used in loading or No
unloading trucks, transporting materials on job site;
Dumpsters, and similar equipment, Tournorockers,
Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra,
Le Tourneau, Westinghouse, Athye wagon, Euclid two and No
four-wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations thereof with less than 16 yards capacity; 40
Flatbed (Dual Rear Axle) ; Grease Truck, Fuel Truck,
Greaser, Battery Service Man and/or Tire Service Man;
Leverman and loader at bunkers and batch plants; Oil tank
transport; Scissor truck; Slurry Truck; Sno-Go and similar No
equipment; Swampers; Straddler Carrier (Ross, Hyster) and
similar equipment; Team Driver; Tractor (small,
rubber-tired) (when used within Teamster jurisdiction) ;
Vacuum truck; Water Wagon and Tank trucks-less than 3, 000 to
gallons capacity; Winch Truck; Wrecker, Tow truck and
similar equipment
GROUP 3 - Flatbed (single rear axle) ; Pickup Sweeper; Pickup
Truck. (Adjust Group 3 upward by $2.00 per hour for onsite
work only)
GROUP 4 - Escort or Pilot Car
GROUP 5 - Mechanic
WA030001 Modification 44 44
Federal Wage Determination
Im
41W
HAZMAT PROJECTS
+Iw Anyone working on a HAZMAT job, where HAZMAT certification is
required, shall be compensated as a premium, in addition to
the classification working in as follows:
LEVEL C: +$.25 per hour - This level uses an air purifying
VW respirator or additional protective clothing.
LEVEL B: +$.50 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
4W a chemical "splash suit."
LEVEL A: +$.75 per hour - This level utilizes a fully-
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
1W ------ -----------------------------------------------
TEAM0760-002 06/01/2005
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
wr FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA
COUNTIES
Aw Rates Fringes
Truck drivers: (ANYONE
WORKING ON HAZMAT JOBS SEE
FOOTNOTE A BELOW)
ZONE 1:
GROUP 1 . . . . . . . . . . . . . . . . . . . .$ 17.83 9.90
+r
GROUP 2. . . . . . . . . . . . . . . . . . . .$ 20.10 9.90
GROUP 3. . . . . . . . . . . . . . . . . . . .$ 20.60 9.90
GROUP 4. . . . . . . . . . . . . . . . . . . .$ 20.93 9.90
GROUP 5. . . . . . . . . . . . . . . . . . . .$ 21.04 9.90
GROUP 6. . . . . . . . . . . . . . . . . . . .$ 21.21 9.90
GROUP 7. . . . . . . . . . . . . . . . . . . .$ 21.74 9.90
GROUP 8. . . . . . . . . . . . . . . . . . . .$ 22.07 9.90
rr Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00)
BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
+�+ Zone 2: Outside 45 radius miles from the main post office
TRUCK DRIVERS CLASSIFICATIONS
aw GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power
Boat Hauling Employees or Material
•r
GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and
under) ; Leverperson (loading trucks at bunkers) ; Trailer
Mounted Hydro Seeder and Mulcher; Seeder & Mulcher;
Stationary Fuel Operator; Tractor (small, rubber-tired,
pulling trailer or similar equipment)
r
WA030001 Modification 44 45
Federal Wage Determination
GROUP 3: Auto Crane (2000 lbs. capacity) ; Buggy Mobile &
Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. &
under) ; Flat Bed Truck with Hydraullic System; Fork Lift
(3001-16, 000 lbs. ) ; Fuel Truck Driver, Steamcleaner &
Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo;
Scissors Truck; Slurry Truck Driver; Straddle Carrier
(Ross, Hyster, & similar) ; Tireperson; Transit Mixers &
Truck Hauling Concrete (3 yd. to & including 6 yds. ) ;
Trucks, side, end, bottom & articulated end dump (3 yards
to and including 6 yds. ) ; Warehouseperson (to include
shipping & receiving) ; Wrecker & Tow Truck
GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser;
Trucks, side, end, bottom & articulated end dump (over 6
yards to and including 12 yds. ) ; Truck Mounted Hydro
Seeder; Warehouseperson; Water Tank truck (0-8, 000 gallons)
GROUP 5: Dumptor (over 6 yds. ) ; Lowboy (50 tons & under) ;
Self- loading Roll Off; Semi-Truck & Trailer; Tractor with
Steer Trailer; Transit Mixers and Trucks Hauling Concrete
(over 6 yds. to and including 10 yds. ) ; Trucks, side, end,
bottom and end dump (over 12 yds. to & including 20 yds.) ;
Truck-Mounted Crane (with load bearing surface either
mounted or pulled, up to 14 ton) ; Vacuum Truck (super
sucker, guzzler, etc.)
GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift
(over 16,000 lbs. ) ; Dumps (Semi-end) ; Mechanic (Field) ;
Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers &
Trucks Hauling Concrete (over 10 yds. to & including 20
yds. ) ; Trucks, side, end, bottom and articulated end dump
(over 20 yds. to & including 40 yds.) ; Truck and Pup; ow
Tournarocker, DWs & similar with 2 or more 4 wheel-power
tractor with trailer, gallonage or yardage scale, whichever
is greater Water Tank Truck (8,001- 14,000 gallons) ;
Lowboy(over 50 tons) is
GROUP 7: Oil Distributor Driver; Stringer Truck (cable
oeprated trailer) ; Transit Mixers & Trucks Hauling Concrete
(over 20 yds. ) ; Truck, side, end, bottom end dump (over 40
yds. to & including 100 yds. ) ; Truck Mounted Crane (with 40
load bearing surface either mounted or pulled (16 through
25 tons) ;
GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end,
bottom and articulated end dump (over 100 yds.) ; Helicopter ON
Pilot Hauling Employees or Materials
Footnote A - Anyone working on a HAZMAT job, where HAZMAT
certification is required, shall be compensated as a
premium, in additon to the classification working in as
follows:
LEVEL C-D: - $.50 PER HOUR (This is the lowest level of
protection. This level may use an air purifying respirator
or additional protective clothing.
LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction
with a chemical spash suit or fully encapsulated suit with
a self-contained breathing apparatus.
Employees shall be paid Hazmat pay in increments of four(4)
and eight(8) hours.
WA030001 Modification 44 46
Federal Wage Determination
ow
NOTE:
Trucks Pulling Equipment Trailers: shall receive $.15/hour
r over applicable truck rate
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii) ) .
wrr
In the listing above, the "SU" designation means that rates
listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
r
WAGE DETERMINATION APPEALS PROCESS
aw
1. ) Has there been an initial decision in the matter? This can
be:
wo
an existing published wage determination
• a survey underlying a wage determination
• a Wage and Hour Division letter setting forth a position on
wr a wage determination matter
• a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
fm for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
wr contact is not satisfactory, then the process described in 2. )
and 3. ) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
grit
Wage and Hour Division
VW U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
WA030001 Modification 44 47
"" Federal Wage Determination
2. ) If the answer to the question in 1. ) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc. ) that the requestor considers relevant to the issue.
3. ) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board) . Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4. ) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
�i
WA030001 Modification 44 48
Federal Wage Determination
PART III
FAA GENERAL PROVISIONS
iko
FAA SUPPLEMENTARY CONDITIONS
4i
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
fYrr
e
s
s
a
i
s
s
s
a
4w
AC 150/5370-10B
..
TABLE OF CONTENTS
FAA GENERAL PROVISIONS
DEFINITIONOF TERMS....................................................................................................4
PROPOSAL REQUIREMENTS AND CONDITIONS..........................................................9
low 20-01 ADVERTISEMENT (Notice to Bidders). ...............................................................9
20-02 PREQUALIFICATION OF BIDDERS....................................................................9
20-03 CONTENTS OF PROPOSAL FORMS.................................................................9
20-04 ISSUANCE OF PROPOSAL FORMS. .................................................................9
20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES......................10
20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE..............................10
.. 20-07 PREPARATION OF PROPOSAL.......................................................................10
20-08 IRREGULAR PROPOSALS. ..............................................................................11
20-09 BID GUARANTEE..............................................................................................11
20-10 DELIVERY OF PROPOSAL...............................................................................11
20-11 WITHDRAWAL OR REVISION OF PROPOSALS. ............................................12
20-12 PUBLIC OPENING OF PROPOSALS................................................................12
20-13 DISQUALIFICATION OF BIDDERS....................................................................12
20-14 STATE AND LOCAL SALES AND USE TAXES .................................................12
AWARD AND EXECUTION OF CONTRACT...................................................................14
30-01 CONSIDERATION OF PROPOSALS. ...............................................................14
30-02 AWARD OF CONTRACT...................................................................................14
30-03 CANCELLATION OF AWARD. ..........................................................................14
30-04 RETURN OF PROPOSAL GUARANTY.............................................................15
30-05 REQUIREMENTS OF CONTRACT BONDS......................................................15
30-06 EXECUTION OF CONTRACT............................................................................15
30-07 APPROVAL OF CONTRACT.............................................................................15
30-08 FAILURE TO EXECUTE CONTRACT. ..............................................................15
SCOPEOF WORK...........................................................................................................16
40-01 INTENT OF CONTRACT. ..................................................................................16
40-02 ALTERATION OF WORK AND QUANTITIES....................................................16
40-03 OMITTED ITEMS. ..............................................................................................16
40-04 EXTRA WORK...................................................................................................17
40-05 MAINTENANCE OF TRAFFIC.
40-06 REMOVAL OF EXISTING STRUCTURES.........................................................18
40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. .....................18
"� 40-09 FINAL CLEANING UP. ..........19
CONTROLOF WORK............................................................................................•---......20
FAA GSPs.doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
+rr
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
aw
AC 150/5370-1OB
50-01 AUTHORITY OF THE ENGINEER.....................................................................20
50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS.....................................20
50-03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS...............21
50-04 COOPERATION OF CONTRACTOR.................................................................21
50-05 COOPERATION BETWEEN CONTRACTORS. ................................................22
50-06 CONSTRUCTION LAYOUT AND STAKES. ......................................................22
50-07 AUTOMATICALLY CONTROLLED EQUIPMENT..............................................22 `
50-08 AUTHORITY AND DUTIES OF INSPECTORS..................................................22
50-09 INSPECTION OF THE WORK...........................................................................23
50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK....................23
50-11 LOAD RESTRICTIONS....................................................................•.................24
50-12 MAINTENANCE DURING CONSTRUCTION. ...................................................24
50-13 FAILURE TO MAINTAIN THE WORK................................................................24 '
50-14 PARTIAL ACCEPTANCE..................................................................•................25
50-15 FINAL ACCEPTANCE........................................................................................25
50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES.................................................25
50-17 COST REDUCTION INCENTIVES.....................................................................26
CONTROL OF MATERIALS
60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. ...............................27
60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS.........................................27
60-03 CERTIFICATION OF COMPLIANCE.................................................................27
60-04 PLANT INSPECTION.........................................................................................28
60-05 ENGINEER'S FIELD OFFICE. ...........................................................................29
60-06 STORAGE OF MATERIALS. 29
.............................................................................
60-07 UNACCEPTABLE MATERIALS. ........................................................................29
60-08 OWNER FURNISHED MATERIALS. .................................................................29
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC.......................................31
70--1 LAWS TO BE OBSERVED. ................................................................................31 +r
70-02 PERMITS, LICENSES, AND TAXES. ................................................................31
70-03 PATENTED DEVICES, MATERIALS, AND PROCESSES. ...............................31
70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS............................31
70-05 FEDERAL AID PARTICIPATION. ......................................................................32
70-06 SANITARY, HEALTH, AND SAFETY PROVISIONS..........................................33
70-07 PUBLIC CONVENIENCE AND SAFETY............................................................33
70-08 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. ......................33
70-09 USE OF EXPLOSIVES. .....................................................................................34
70-10 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE.......35
70-11 RESPONSIBILITY FOR DAMAGE CLAIMS. .....................................................35
70-12 THIRD PARTY BENEFICIARY CLAUSE. ..........................................................36
70-13 OPENING SECTIONS OF THE WORK TO TRAFFIC. ......................................36
70-14 CONTRACTOR'S RESPONSIBILITY FOR WORK............................................36 `
70-15 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES
OFOTHERS. ................................................................................................................37
FAA GSPs doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
-2- Phase 2
Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com
Im
AC 150/5370-l OB
`w 70-16 FURNISHING RIGHTS-OF-WAY.
70-17 PERSONAL LIABILITY OF PUBLIC OFFICIALS...............................................38
70-18 NO WAIVER OF LEGAL RIGHTS......................................................................38
to 70-19 ENVIRONMENTAL PROTECTION. .......39
............................................................
70-20 ARCHAEOLOGICAL AND HISTORICAL FINDINGS.........................................39
low
PROSECUTION AND PROGRESS..................................................................................40
80-01 SUBLETTING OF CONTRACT..........................................................................40
w. 80-02 NOTICE TO PROCEED.....................................................................................40
80-03 PROSECUTION AND PROGRESS...................................................................40
80-04 LIMITATION OF OPERATIONS.........................................................................41
80-05 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT........................41
80-06 TEMPORARY SUSPENSION OF THE WORK..................................................42
80-07 DETERMINATION AND EXTENSION OF CONTRACT TIME. ..........................43
80-08 FAILURE TO COMPLETE ON TIME..................................................................45
80-09 DEFAULT AND TERMINATION OF CONTRACT..............................................45
80-10 TERMINATION FOR NATIONAL EMERGENCIES............................................46
80-11 SECURITY AND BADGING................................................................................47
MEASUREMENT AND PAYMENT...................................................................................48
aw 90-01 MEASUREMENT OF QUANTITIES. ...........48
.......................................................
90-02 SCOPE OF PAYMENT. .....................................................................................51
90-03 COMPENSATION FOR ALTERED QUANTITIES..............................................51
90-04 PAYMENT FOR OMITTED ITEMS. ...................................................................51
90-05 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK................................51
90-06 PARTIAL PAYMENTS........................................................................................52
•w 90-07 PAYMENT FOR MATERIALS ON HAND...........................................................53
90-08 PAYMENT OF WITHHELD FUNDS...................................................................54
90-09 ACCEPTANCE AND FINAL PAYMENT.............................................................54
Aw
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AC 150/5370-10B
SECTION 10
DEFINITION OF TERMS
Whenever the following terms are used in these specifications, in the contract, in any
documents or other instruments pertaining to construction where these specifications ko
govern, the intent and meaning shall be interpreted as follows:
10-01 AASHTO. The American Association of State Highway and Transportation
Officials, the successor association to AASHO. " `
10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements constructed
thereon connecting the airport to a public highway.
10-03 ADVERTISEMENT. A public announcement, as required by local law, inviting bids
for work to be performed and materials to be furnished.
10-04 AIP. The Airport Improvement Program, a grant-in-aid program, administered by
the Federal Aviation Administration. rlln
10-05 AIR OPERATIONS AREA. For the purpose of these specifications, the term air
operations area shall mean any area of the airport used or intended to be used for the 40
landing, takeoff, or surface maneuvering of aircraft. An air operation area shall include
such paved or unpaved areas that are used or intended to be used for the unobstructed
movement of aircraft in addition to its associated runway, taxiway, or apron. 0
10-06 AIRPORT. Airport means an area of land or water which is used or intended to be
used for the landing and takeoff of aircraft, and includes its buildings and facilities, if any. 40
10-07 ASTM. The American Society for Testing and Materials.
10-08 AWARD. The acceptance, by the owner, of the successful bidder's proposal.
10-09 BIDDER. Any individual, partnership, firm, or corporation, acting directly or
through a duly authorized representative, who submits a proposal for the work "
contemplated.
10-10 BUILDING AREA. An area on the airport to be used, considered, or intended to
be used for airport buildings or other airport facilities or rights-of-way together with all
airport buildings and facilities located thereon.
10-11 CALENDAR DAY. Every day shown on the calendar.
10-12 CHANGE ORDER. A written order to the Contractor covering changes in the
plans, specifications, or proposal quantities and establishing the basis of payment and
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AC 150/5370-1OB
`W contract time adjustment, if any, for the work affected by such changes. The work,
covered by a change order, shall be within the scope of the contract.
No 10-13 CONTRACT. The written agreement covering the work to be performed. The
awarded contract shall include, but is not limited to: The Advertisement; The Contract
Form; The Proposal; The Performance Bond; The Payment Bond; any required insurance
certificates; The Specifications; The Plans, and any addenda issued to bidders.
10-14 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is
No provided in the contract.
10-15 CONTRACT TIME. The number of calendar days or working days, stated in the
to proposal, allowed for completion of the contract, including authorized time extensions. If a
calendar date of completion is stated in the proposal, in lieu of a number of calendar or
working days, the contract shall be completed by that date.
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10-16 CONTRACTOR. The individual, partnership, firm, or corporation primarily liable for
the acceptable performance of the work contracted and for the payment of all legal debts
1W pertaining to the work who acts directly or through lawful agents or employees to complete
the contract work.
aw 10-17 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which
surface or subsurface waters are collected and conducted from the airport area.
10-18 ENGINEER. The individual, partnership, firm, or corporation duly authorized by the
owner (sponsor) to be responsible for engineering inspection of the contract work and
acting directly or through an authorized representative.
10-19 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and
maintenance, and also all tools and apparatus necessary for the proper construction and
acceptable completion of the work.
10-20 EXTRA WORK. An item of work not provided for in the awarded contract as
previously modified by change order or supplemental agreement, but which is found by
the Engineer to be necessary to complete the work within the intended scope of the
contract as previously modified.
Aw 10-21 FAA. The Federal Aviation Administration of the U.S. Department of
Transportation. When used to designate a person, FAA shall mean the Administrator or
his/her duly authorized representative.
AW
10-22 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and
supplements, amendments, and indices thereto are prepared and issued by the General
we Services Administration of the Federal Government.
VW
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10-23 INSPECTOR. An authorized representative of the Engineer assigned to make all
necessary inspections and/or tests of the work performed or being performed, or of the
materials furnished or being furnished by the Contractor.
10-24 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the
words "directed," "required," "permitted," "ordered," "designated," "prescribed," or words of
the like import are used, it shall be understood that the direction, requirement, permission,
order, designation, or prescription of the Engineer is intended; and similarly, the words
"approved," "acceptable," "satisfactory," or words of like import, shall mean approved by,
or acceptable to, or satisfactory to the Engineer, subject in each case to the final
determination of the owner.
Any reference to a specific requirement of a numbered paragraph of the contract "
specifications or a cited standard shall be interpreted to include all general requirements
of the entire section, specification item, or cited standard that may be pertinent to such
specific reference.
10-25 LABORATORY. The official testing laboratories of the owner or such other
laboratories as may be designated by the Engineers
10-26 LIGHTING. A system of fixtures providing or controlling the light sources used on
or near the airport or within the airport buildings. The field lighting includes all luminous
signals, markers, floodlights, and illuminating devices used on or near the airport or to aid
in the operation of aircraft landing at, taking off from, or taxiing on the airport surface.
10-27 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any
item that is listed in the proposal, the total cost of which is equal to or greater than 20
percent of the total amount of the award contract. All other items shall be considered
minor contract items.
10-28 MATERIALS. Any substance specified for use in the construction of the contract
work.
10-29 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual
contract work on a previously agreed to date. If applicable, the Notice to Proceed shall
state the date on which the contract time begins.
10-30 OWNER (SPONSOR). The term owner shall mean the party of the first part or the
contracting agency signatory to the contract. For AIP contracts, the term sponsor shall
have the same meaning as the term owner.
10-31 PAVEMENT. The combined surface course, base course, and subbase course, if
any, considered as a single unit.
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AC 150/5370-l OB
10-32 PAYMENT BOND. The approved form of security furnished by the Contractor and
his/her surety as a guaranty that he will pay in full all bills and accounts for materials and
labor used in the construction of the work.
10-33 PERFORMANCE BOND. The approved form of security furnished by the
Contractor and his/her surety as a guaranty that the Contractor will complete the work in
VW accordance with the terms of the contract.
10-34 PLANS. The official drawings or exact reproductions which show the location,
UW character, dimensions and details of the airport and the work to be done and which are to
be considered as a part of the contract, supplementary to the specifications.
10-35 PROJECT. The agreed scope of work for accomplishing specific airport
development with respect to a particular airport.
10-36 PROPOSAL. The written offer of the bidder (when submitted on the approved
proposal form) to perform the contemplated work and furnish the necessary materials in
accordance with the provisions of the plans and specifications.
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10-37 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee
that the bidder will enter into a contract if his/her proposal is accepted by the owner.
a
10-38 RUNWAY. The area on the airport prepared for the landing and takeoff of aircraft.
10-39 SPECIFICATIONS. A part of the contract containing the written directions and
"�" requirements for completing the contract work. Standards for specifying materials or
testing which are cited in the contract specifications by reference shall have the same
VW force and effect as if included in the contract physically.
10-40 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets,
retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains;
"" electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible
and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of
the airport that may be encountered in the work and not otherwise classified herein.
aw
10-41 SUBGRADE. The soil which forms the pavement foundation.
10-42 SUPERINTENDENT. The Contractor's executive representative who is present on
the work during progress, authorized to receive and fulfill instructions from the Engineer,
and who shall supervise and direct the construction.
10-43 SUPPLEMENTAL AGREEMENT. A written agreement between the Contractor
and the owner covering: (1) work that would increase or decrease the total amount of the
awarded contract, or any major contract item, by more than 25 percent, such increased or
decreased work being within the scope of the originally awarded contract; or (2) work that
is not within the scope of the originally awarded contract.
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10-44 SURETY. The corporation, partnership, or individual, other than the Contractor,
executing payment or performance bonds which are furnished to the owner by the
Contractor.
10-45 TAXIWAY. For the purpose of this document, the term taxiway means the portion
of the air operations area of an airport that has been designated by competent airport
authority for movement of aircraft to and from the airport's runways or aircraft parking
areas.
10-46 WORK. The furnishing of all labor, materials, tools, equipment, and incidentals
necessary or convenient to the Contractor's performance of all duties and obligations
imposed by the contract, plans, and specifications.
10-47 WORKING DAY. A working day shall be any day other than a legal holiday,
Saturday, or Sunday on which the normal working forces of the Contractor may proceed so
with regular work for at least six hours toward completion of the Contract unless work is
suspended for causes beyond the Contractor's control. Saturday, Sunday and holidays
on which the Contractor's forces engage in regular work, requiring the presence of an rri►
inspector, will be considered as working days.
10-48 SUBSTANTIAL COMPLETION: Substantial completion shall be that degree of
completion of the project or a defined portion of the project, sufficient to enable the Owner,
at his discretion, to safely and conveniently use the project or defined portion of the
project for the purposes for which it was intended during all hours of operation. ,
10-49 TIME: Unless otherwise stated, the term "day" shall be taken to mean a working
day of 8 hours. Saturdays, Sundays and holidays shall be excluded.
END OF SECTION 10
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AC 150/5370-10B
SECTION 20
PROPOSAL REQUIREMENTS AND CONDITIONS
20-01 ADVERTISEMENT (Notice to Bidders).
' See Invitation to Bid.
20-02 PREQUALIFICATION OF BIDDERS.
Each bidder shall furnish the owner satisfactory evidence of his/her competency to
perform the proposed work. Such evidence of competency, unless otherwise specified,
shall consist of statements covering the bidder's past experience on similar work, a list of
• equipment that would be available for the work, and a list of key personnel that would be
available. In addition, each bidder shall furnish the owner satisfactory evidence of his/her
financial responsibility. Such evidence of financial responsibility, unless otherwise
�... specified, shall consist of a confidential statement or report of the bidder's financial
resources and liabilities as of the last calendar year or the Contractor's last fiscal year.
Such statements or reports shall be certified by a public accountant. At the time of
, submitting such financial statements or reports, the bidder shall further certify whether
his/her financial responsibility is approximately the same as stated or reported by the
public accountant. If the bidder's financial responsibility has changed, the bidder shall
qualify the public accountant's statement or report to reflect his/her (bidder's) true financial
condition at the time such qualified statement or report is submitted to the owner. Unless
otherwise specified, a bidder may submit evidence that he is prequalified with the State
Highway Division and is on the current "bidder's list" of the state in which the proposed
work is located. Such evidence of State Highway Division prequalification may be
submitted as evidence of financial responsibility in lieu of the certified statements or
reports hereinbefore specified.
Each bidder shall submit "evidence of competency" and "evidence of financial
responsibility" to the owner at the time of bid opening.
20-03 CONTENTS OF PROPOSAL FORMS.
The owner shall furnish bidders with proposal forms. All papers bound with or attached to
the proposal forms are necessary parts and must not be detached.
The plans specifications, and other documents designated in the proposal form shall be
considered a part of the proposal whether attached or not.
20-04 ISSUANCE OF PROPOSAL FORMS.
$. The owner reserves the right to refuse to issue a proposal form to a prospective bidder
should such bidder be in default for any of the following reasons:
a. Failure to comply with any prequalification regulations of the owner, if such
regulations are cited, or otherwise included, in the proposal as a requirement for
bidding.
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AC 150/5370-10B
b. Failure to pay, or satisfactorily settle, all bills due for labor and materials on
former contracts in force (with the owner) at the time the owner issues the proposal
to a prospective bidder.
c. Contractor default under previous contracts with the owner.
d. Unsatisfactory work on previous contracts with the owner.
20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES.
An estimate of quantities of work to be done and materials to be furnished under these
specifications is given in the proposal. It is the result of careful calculations and is
believed to be correct. It is given only as a basis for comparison of proposals and the
award of the contract. The owner does not expressly or by implication agree that the
actual quantities involved will correspond exactly therewith; nor shall the bidder plead
misunderstanding or deception because of such estimates of quantities, or of the +
character, location, or other conditions pertaining to the work. Payment to the Contractor
will be made only for the actual quantities of work performed or materials furnished in
accordance with the plans and specifications. It is understood that the quantities may be
increased or decreased as hereinafter provided in the subsection titled ALTERATION OF
WORK AND QUANTITIES of Section 40 without in any way invalidating the unit bid
prices.
The Owner reserves the right to increase or diminish the amount of any class of work,
based on actual contract unit prices to match the level of funding. „
20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE.
The bidder is expected to carefully examine the site of the proposed work, the proposal,
plans specifications, and contract forms. He shall satisfy himself as to the character,
quality, and quantities of work to be performed, materials to be furnished, and as to the
requirements of the proposed contract. The submission of a proposal shall be prima facie
evidence that the bidder has made such examination and is satisfied as to the conditions
to be encountered in performing the work and as to the requirements of the proposed
contract, plans, and specifications.
.r
Boring logs and other records of subsurface investigations and tests have not been
made,and are not available for inspection of bidders.
20-07 PREPARATION OF PROPOSAL.
The bidder shall submit his/her proposal on the forms furnished by the owner. All blank
spaces in the proposal forms must be correctly filled in where indicated for each and every + ►
item for which a quantity is given. The bidder shall state the price (written in ink or typed)
both in words and numerals for which he proposes to do each pay item furnished in the
proposal. In case of conflict between words and numerals, the words, unless obviously
incorrect, shall govern.
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AC 150/5370-1OB
"` The bidder shall sign his/her proposal correctly and in ink. If the proposal is made by an
individual, his/her name and post office address must be shown. If made by a
partnership, the name and post office address of each member of the partnership must be
shown. If made by a corporation, the person signing the proposal shall give the name of
the state under the laws of which the corporation was chartered and the name, titles, and
business address of the president, secretary, and the treasurer. Anyone signing a
proposal as an agent shall file evidence of his/her authority to do so and that the signature
is binding upon the firm or corporation.
20-08 IRREGULAR PROPOSALS.
Proposals shall be considered irregular for the following reasons:
a. If the proposal is on a form other than that furnished by the owner, or if the
owner's form is altered, or if any part of the proposal form is detached.
b. If there are unauthorized additions, conditional or alternate pay items, or
irregularities of any kind which make the proposal incomplete, indefinite, or
otherwise ambiguous.
c. If the proposal does not contain a unit price for each pay item listed in the
proposal, except in the case of authorized alternate pay items, for which the bidder
is not required to furnish a unit price.
d. If the proposal contains unit prices that are obviously unbalanced.
e. If the proposal is not accompanied by the proposal guaranty specified by the
owner.
The owner reserves the right to reject any irregular proposal and the right to waive
technicalities if such waiver is in the best interest of the owner and conforms to local laws
and ordinances pertaining to the letting of construction contracts.
20-09 BID GUARANTEE.
Each separate proposal shall be accompanied by a certified check, or other specified
acceptable collateral, in the amount specified in the proposal form. Such check, or
collateral, shall be made payable to the owner.
20-10 DELIVERY OF PROPOSAL.
Each proposal submitted shall be placed in a sealed envelope plainly marked with the
project number, location of airport, and name and business address of the bidder on the
outside. When sent by mail, preferably registered, the sealed proposal, marked as
indicated above, should be enclosed in an additional envelope. No proposal will be
considered unless received at the place specified in the advertisement before the time
specified for opening all bids. Proposals received after the bid opening time shall be
returned to the bidder unopened.
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AC 150/5370-1OB
20-11 WITHDRAWAL OR REVISION OF PROPOSALS.
A bidder may withdraw or revise (by withdrawal of one proposal and submission of
another) a proposal provided that the bidder's request for withdrawal is received by the
owner in writing or by telegram before the time specified for opening bids. Revised '
proposals must be received at the place specified in the advertisement before the time
specified for opening all bids.
20-12 PUBLIC OPENING OF PROPOSALS.
Proposals shall be opened, and read, publicly at the time and place specified in the
advertisement. Bidders, their authorized agents, and other interested persons are invited
to attend. Proposals that have been withdrawn (by written or telegraphic request) or
received after the time specified for opening bids shall be returned to the bidder
unopened.
20-13 DISQUALIFICATION OF BIDDERS.
A bidder shall be considered disqualified for any of the following reasons:
a. Submitting more than one proposal from the same partnership, firm, or
corporation under the same or different name. +r
b. Evidence of collusion among bidders. Bidders participating in such collusion
shall be disqualified as bidders for any future work of the owner until any such
participating bidder has been reinstated by the owner as a qualified bidder.
c. If the bidder is considered to be in "default" for any reason specified in the
subsection titled ISSUANCE OF PROPOSAL FORMS of this section.
20-14 STATE AND LOCAL SALES AND USE TAXES
All applicable taxes which the Contractor is required to pay other than the state
retail sales tax as hereinafter specified shall be included by him in his various bid
prices paid to him under the Contract.
Retail sales tax, when payable by the Owner, will be paid as a separate item and
shall not be included in the Contractor's bid prices or on the Contractor's Proposal.
The Owner will claim any exemptions from the retail sales tax authorized by law
and the Contractor shall determine which activities are subject to tax in order to
properly evaluate the work. Any questions regarding sales tax requirements shall
be directed to the Washington State Department of Revenue. The Contractor will
be responsible for the correct interpretation of any laws or regulations to the
application of the state sales tax.
State sale tax shall be paid on monthly partial payments at the time progress
payments are made to the Contractor. The state sales tax shall be paid on the
amount received by the Contractor and also the percentage retained by the Owner.
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END OF SECTION 20
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AC 150/5370-1OB
ii
SECTION 30
AWARD AND EXECUTION OF CONTRACT to
30-01 CONSIDERATION OF PROPOSALS.
After the proposals are publicly opened and read, they will be compared on the basis of
the summation of the products obtained by multiplying the estimated quantities shown in
the proposal by the unit bid prices. If a bidder's proposal contains a discrepancy between
unit bid prices written in words and unit bid prices written in numbers, the unit price written
in words shall govern.
Until the award of a contract is made, the owner reserves the right to reject a bidder's
proposal for any of the following reasons:
a. If the proposal is irregular as specified in the subsection titled IRREGULAR
PROPOSALS of Section 20.
b. If the bidder is disqualified for any of the reasons specified in the subsection
titled DISQUALIFICATION OF BIDDERS of Section 20.
In addition, until the award of a contract is made, the owner reserves the right to reject any
or all proposals, waive technicalities, if such waiver is in the best interest of the owner and
is in conformance with applicable state and local laws or regulations pertaining to the
letting of construction contracts; advertise for new proposals; or proceed with the work
otherwise. All such actions shall promote the owner's best interests.
30-02 AWARD OF CONTRACT.
The award of a contract, if it is to be awarded, shall be made within 90 calendar days of
the date specified for publicly opening proposals.
It is the intent of the Owner to award the contract to the Contractor submitting the
lowest, responsible, qualified bid within the funds available for work included in the
base bid; however, the Owner may reject any and all bids for good cause.
For AIP contracts, unless otherwise specified in this subsection, no award shall be
made until the FAA has concurred in the sponsor's recommendation to make such
award and has approved the sponsor's proposed contract to the extent that such
concurrence and approval are required by 49 CFR Part 18.
30-03 CANCELLATION OF AWARD.
The owner reserves the right to cancel the award without liability to the bidder, except
return of proposal guaranty, at any time before a contract has been fully executed by all
parties and is approved by the owner in accordance with the subsection titled APPROVAL
OF CONTRACT of this section.
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30-04 RETURN OF PROPOSAL GUARANTY.
Proposal guarantees of unsuccessful bidders will be returned after award. Successful
bidder's guarantee will be returned upon receipt and acceptance of contract, performance
"�` and payment bonds, and insurance documents.
30-05 REQUIREMENTS OF CONTRACT BONDS.
At the time of the execution of the contract, the successful bidder shall furnish the owner a
surety bond or bonds which have been fully executed by the bidder and the surety
guaranteeing the performance of the work and the payment of all legal debts that may be
incurred by reason of the Contractor's performance of the work. The surety and the form
of the bond or bonds shall be acceptable to the owner.
30-06 EXECUTION OF CONTRACT.
The successful bidder shall sign (execute) the necessary agreements for entering into the
contract and return such signed contract to the owner, along with the fully executed surety
bond or bonds specified in the subsection titled REQUIREMENTS OF CONTRACT
BONDS of this section, and along with the specified insurance documents, within 10
calendar days from the date mailed or otherwise delivered to the successful bidder. If the
contract is returned by mail, certified mail is recommended.
30-07 APPROVAL OF CONTRACT.
Upon receipt of the contract and contract bond or bonds that have been executed by the
successful bidder, the owner shall complete the execution of the contract in accordance
with local laws or ordinances, and return the fully executed contract to the Contractor.
Delivery of the fully executed contract to the Contractor shall constitute the owner's
approval to be bound by the successful bidder's proposal and the terms of the contract.
30-08 FAILURE TO EXECUTE CONTRACT.
Failure of the successful bidder to execute the contract and furnish an acceptable surety
bond or bonds and insurance documents within the 10 calendar day period specified in
the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section shall be
'o just cause for cancellation of the award and forfeiture of the proposal guaranty, not as a
penalty, but as liquidation of damages to the owner.
fm END OF SECTION 30
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SECTION 40
SCOPE OF WORK
40-01 INTENT OF CONTRACT.
The intent of the contract is to provide for construction and completion, in every detail, of
the work described. It is further intended that the Contractor shall furnish all labor,
materials, equipment, tools, transportation, and supplies required to complete the work in
accordance with the plans, specifications, and terms of the contract.
40-02 ALTERATION OF WORK AND QUANTITIES.
The owner reserves and shall have the right to make such alterations in the work as may
be necessary or desirable to complete the work originally intended in an acceptable
manner. Unless otherwise specified herein, the Engineer shall be and is hereby
authorized to make such alterations in the work as may increase or decrease the originally
awarded contract quantities, provided that the aggregate of such alterations does not
change the total contract cost or the total cost of any major contract item by more than 25
percent (total cost being based on the unit prices and estimated quantities in the awarded
contract). Alterations which do not exceed the 25 percent limitation shall not invalidate the
contract nor release the surety, and the Contractor agrees to accept payment for such
alterations as if the altered work had been a part of the original contract. These
alterations which are for work within the general scope of the contract shall be covered by air`
"Change Orders" issued by the Engineer. Change orders for altered work shall include
extensions of contract time where, in the Engineer's opinion, such extensions are
commensurate with the amount and difficulty of added work.
Change orders and supplemental agreements must be approved by the City of Renton,
Engineer, FAA, and Contractor before work on the change order or supplemental
agreement is started.
Should the aggregate amount of altered work exceed the 25 percent limitation
hereinbefore specified, such excess altered work shall be covered by supplemental
agreement. If the owner and the Contractor are unable to agree on a unit adjustment for
any contract item that requires a supplemental agreement, the owner reserves the right to
terminate the contract with respect to the item and make other arrangements for its
completion.
40-03 OMITTED ITEMS.
The Engineer may, in the owner's best interest, omit from the work any contract item,
except major contract items. Major contract items may be omitted by a supplemental
agreement. Such omission of contract items shall not invalidate any other contract
provision or requirement.
Should a contract item be omitted or otherwise ordered to be nonperformed, the
Contractor shall be paid for all work performed toward completion of such item prior to the
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AC 150/5370-1OB
date of the order to omit such item. Payment for work performed shall be in accordance
with the subsection titled PAYMENT FOR OMITTED ITEMS of Section 90.
40-04 EXTRA WORK.
Should acceptable completion of the contract require the Contractor to perform an item of
work for which no basis of payment has been provided in the original contract or
previously issued change orders or supplemental agreements, the same shall be called
Extra Work. Extra work that is within the general scope of the contract shall be covered
by written change order. Change orders for such extra work shall contain agreed unit
prices for performing the change order work in accordance with the requirements
specified in the order, and shall contain any adjustment to the contract time that, in the
Engineer's opinion, is necessary for completion of such extra work.
Change orders and supplemental agreements must be approved by the City of Renton,
Engineer, FAA, and Contractor before work on the change order or supplemental
agreement is started.
When determined by the Engineer to be in the owner's best interest, he may order the
Contractor to proceed with extra work by force account as provided in the subsection titled
PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90.
a„ Extra work that is necessary for acceptable completion of the project, but is not within the
general scope of the work covered by the original contract shall be covered by a
Supplemental Agreement as hereinbefore defined in the subsection titled
410 SUPPLEMENTAL AGREEMENT of Section 10.
Any claim for payment of extra work that is not covered by written agreement (change
ar
order or supplemental agreement) shall be rejected by the owner.
40-05 MAINTENANCE OF TRAFFIC.
It is the explicit intention of the contract that the safety of aircraft, as well as the
Contractor's equipment and personnel, is the most important consideration. It is
understood and agreed that the Contractor shall provide for the free and unobstructed
movement of aircraft in the air operations areas of the airport with respect to his/her own
operations and the operations of all his/her subcontractors as specified in the subsection
titled LIMITATION OF OPERATIONS of Section 80. It is further understood and agreed
that the Contractor shall provide for the uninterrupted operation of visual and electronic
.. signals (including power supplies thereto) used in the guidance of aircraft while operating
to, from, and upon the airport as specified in the subsection titled CONTRACTOR'S
RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS in Section 70.
With respect to his/her own operations and the operations of all his/her subcontractors,
the Contractor shall provide marking, lighting, and other acceptable means of identifying:
.. personnel; equipment; vehicles; storage areas; and any work area or condition that may
be hazardous to the operation of aircraft, fire-rescue equipment, or maintenance vehicles
at the airport.
FAA GSPs.doc Renton Municipal Airoort
FAA General Provisions Security Gate Replacement
- 17- Phase 2
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'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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AC 150/5370-10B
When the contract requires the maintenance of vehicular traffic on an existing road, street,
or highway during the Contractor's performance of work that is otherwise provided for in
the contract, plans, and specifications, the Contractor shall keep such road, street, or
highway open to all traffic and shall provide such maintenance as may be required to
accommodate traffic. The Contractor shall furnish, erect, and maintain barricades,
warning signs, flagpersons, and other traffic control devices in reasonable conformity with
the manual of Uniform Traffic Control Devices for Streets and Highways (published by the
United States Government Printing Office), unless otherwise specified herein. The
Contractor shall also construct and maintain in a safe condition any temporary
connections necessary for ingress to and egress from abutting property or intersecting
roads, streets or highways. Unless otherwise specified herein, the Contractor will not be
required to furnish snow removal for such existing road, street, or highway. i
The Contractor shall make his/her own estimate of all labor, materials, equipment, and
incidentals necessary for providing the maintenance of aircraft and vehicular traffic as
specified in this subsection.
The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall
not be measured or paid for directly, but shall be included in the various contract items.
40-06 REMOVAL OF EXISTING STRUCTURES.
All existing structures encountered within the established lines, grades, or grading
sections shall be removed by the Contractor, unless such existing structures are
otherwise specified to be relocated, adjusted up or down, salvaged, abandoned in place,
reused in the work or to remain in place.
Should the Contractor encounter an existing structure (above or below ground) in the work
for which the disposition is not indicated on the plans, the Engineer shall be notified prior
to disturbing such structure. The disposition of existing structures so encountered shall be
immediately determined by the Engineer in accordance with the provisions of the contract.
Except as provided in the subsection titled RIGHTS IN AND USE OF MATERIALS
FOUND IN THE WORK of this section, it is intended that all existing materials or
structures that may be encountered (within the lines, grades, or grading sections
established for completion of the work) shall be utilized in the work as otherwise provided
for in the contract and shall remain the property of the owner when so utilized in the work.
40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK.
Should the Contractor encounter any material such as (but not restricted to) sand, stone,
gravel, slag, or concrete slabs within the established lines, grades, or grading sections,
the use of which is intended by the terms of the contract to be either embankment or
waste, he may at his/her option either:
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FAA GSPs.doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
18- Phase 2
Provided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com
AC 150/5370-1OB
a. Use such material in another contract item, providing such use is approved by
the Engineer and is in conformance with the contract specifications applicable to
such use; or,
b. Remove such material from the site, upon written approval of the Engineer; or
c. Use such material for his/her own temporary construction on site; or,
d. Use such material as intended by the terms of the contract.
Should the Contractor wish to exercise option a., b., or c., he shall request the Engineer's
approval in advance of such use.
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Should the Engineer approve the Contractor's request to exercise option a., b., or c., the
Contractor shall be paid for the excavation or removal of such material at the applicable
contract price. The Contractor shall replace, at his/her own expense, such removed or
excavated material with an agreed equal volume of material that is acceptable for use in
constructing embankment, backfills, or otherwise to the extent that such replacement
material is needed to complete the contract work. The Contractor shall not be charged for
his/her use of such material so used in the work or removed from the site.
Should the Engineer approve the Contractor's exercise of option a., the Contractor shall
be paid, at the applicable contract price, for furnishing and installing such material in
accordance with requirements of the contract item in which the material is used.
dw It is understood and agreed that the Contractor shall make no claim for delays by reason
of his/her exercise of option a., b., or c.
1W The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or
part of a structure which is located outside the lines, grades, or grading sections
established for the work, except where such excavation or removal is provided for in the
Wo contract, plans, or specifications.
40-09 FINAL CLEANING UP.
"V Upon completion of the work and before acceptance and final payment will be made, the
Contractor shall remove from the site all machinery, equipment, surplus and discarded
materials, rubbish, temporary structures, and stumps or portions of trees. He shall cut all
Im brush and woods within the limits indicated and shall leave the site in a neat and
presentable condition. Material cleared from the site and deposited on adjacent property
will not be considered as having been disposed of satisfactorily, unless the Contractor has
Am obtained the written permission of such property owner. Copies of such written permission
shall be given to the Engineer.
40 END OF SECTION 40
AN
FAA GSPs.doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
- 19- Phase 2
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3rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com
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AC 150/5370-1OB
SECTION 50
CONTROL OF WORK
50-01 AUTHORITY OF THE ENGINEER.
The Engineer shall decide any and all questions which may arise as to the quality and
acceptability of materials furnished, work performed, and as to the manner of performance
and rate of progress of the work. He shall decide all questions which may arise as to the
interpretation of the specifications or plans relating to the work. The Engineer shall
determine the amount and quality of the several kinds of work performed and materials "
furnished which are to be paid for the under contract.
50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS. "
All work and all materials furnished shall be in reasonably close conformity with the lines,
grades, grading sections, cross sections, dimensions, material requirements, and testing
requirements that are specified (including specified tolerances) in the contract, plans or
specifications.
If the Engineer finds the materials furnished, work performed, or the finished product not
within reasonably close conformity with the plans and specifications but that the portion of
the work affected will, in his/her opinion, result in a finished product having a level of
safety, economy, durability, and workmanship acceptable to the owner, he will advise the
owner of his/her determination that the affected work be accepted and remain in place. In
this event, the Engineer will document his/her determination and recommend to the owner
a basis of acceptance which will provide for an adjustment in the contract price for the
affected portion of the work. The Engineer's determination and recommended contract
price adjustments will be based on good engineering judgment and such tests or retests
of the affected work as are, in his/her opinion, needed. Changes in the contract price
shall be covered by contract modifications (change order or supplemental agreement) as
applicable.
If the Engineer finds the materials furnished, work performed, or the finished product are
not in reasonably close conformity with the plans and specifications and have resulted in
an unacceptable finished product, the affected work or materials shall be removed and
replaced or otherwise corrected by and at the expense of the Contractor in accordance
with the Engineer's written orders.
The Engineer shall have the authority to reject any and all work that is defective
and/or not in full conformity with the plans and specifications and shall have the
authority to suspend such work while being performed. The fact that the Engineer
has witnessed such defective or nonconforming work while in progress without
halting the operations of the contractor will not be construed, however, to mean
that the Engineer has waived his right to reject such work nor will the Engineer be
responsible in any way for the quality of the end product thereby obtained.
FAA GSPs.doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
-20- Phase 2
Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see wvvw.bxwa.com
Wo
AC 150/5370-10B
*9 For the purpose of this subsection, the term "reasonably close conformity" shall not be
construed as waiving the Contractor's responsibility to complete the work in accordance
with the contract, plans, and specifications. The term shall not be construed as waiving
"" the Engineer's right to insist on strict compliance with the requirements of the contract,
plans, and specifications during the Contractor's prosecution of the work, when, in the
Engineer's opinion, such compliance is essential to provide an acceptable finished portion
40 of the work.
For the purpose of this subsection, the term "reasonably close conformity" is also intended
to provide the Engineer with the authority to use good engineering judgment in his/her
determinations as to acceptance of work that is not in strict conformity but will provide a
finished product equal to or better than that intended by the requirements of the contract,
plans and specifications.
Change orders or supplemental agreements must bear the written approval of the FAA.
..
The Engineer will not be responsible for the Contractor's means, methods, techniques,
sequences, or procedures of construction or the safety precautions incident thereto.
50-03 COORDINATION OF CONTRACT, PLANS, AND SPECIFICATIONS.
The contract, plans, specifications, and all referenced standards cited are essential parts
of the contract requirements. A requirement occurring in one is as binding as though
occurring in all. They are intended to be complementary and to describe and provide for a
complete work. In case of discrepancy, calculated dimensions will govern over scaled
dimensions; contract technical specifications shall govern over contract general
provisions, plans, cited standards for materials or testing, and cited FAA advisory
circulars; contract general provisions shall govern over plans, cited standards for materials
or testing, and cited FAA advisory circulars; plans shall govern over cited standards for
materials or testing and cited FAA advisory circulars.
The Contractor shall not take advantage of any apparent error or omission on the plans or
specifications. In the event the Contractor discovers any apparent error or discrepancy,
he shall immediately call upon the Engineer for his/her interpretation and decision, and
such decision shall be final.
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50-04 COOPERATION OF CONTRACTOR.
The Contractor will be supplied with five copies each of the plans and specifications. He
shall have available on the work at all times one copy each of the plans and
specifications. Additional copies of plans and specifications may be obtained by the
Contractor for the cost of reproduction.
The Contractor shall give constant attention to the work to facilitate the progress thereof,
and he shall cooperate with the Engineer and his/her inspectors and with other
w contractors in every way possible. The Contractor shall have a competent superintendent
on the work at all times who is fully authorized as his/her agent on the work. The
superintendent shall be capable of reading and thoroughly understanding the plans and
..
FAA GSPs.doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
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provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
.r.
AC 150/5370-10B
specifications and shall receive and fulfill instructions from the Engineer or his/her
authorized representative.
50-05 COOPERATION BETWEEN CONTRACTORS.
The owner reserves the right to contract for and perform other or additional work on or
near the work covered by this contract.
When separate contracts are let within the limits of any one project, each Contractor shall
conduct his/her work so as not to interfere with or hinder the progress of completion of the
work being performed by other Contractors. Contractors working on the same project
shall cooperate with each other as directed.
Each Contractor involved shall assume all liability, financial or otherwise, in connection '
with his/her contract and shall protect and save harmless the owner from any and all
damages or claims that may arise because of inconvenience, delays, or loss experienced
by him because of the presence and operations of other Contractors working within the
limits of the same project.
The Contractor shall arrange his/her work and shall place and dispose of the materials
being used so as not to interfere with the operations of the other Contractors within the
limits of the same project. He shall join his/her work with that of the others in an
acceptable manner and shall perform it in proper sequence to that of the others.
Work is likely to be occurring on the perimeter road through a separate contract and
contractor during the time this contract is to be constructed.
50-06 CONSTRUCTION LAYOUT AND STAKES.
It will be the Contractor's responsibility to provide the construction staking
required to ensure that the improvements are constructed to the lines and grades
shown on the plans.
50-07 AUTOMATICALLY CONTROLLED EQUIPMENT. `
Whenever batching or mixing plant equipment is required to be operated automatically
under the contract and a breakdown or malfunction of the automatic controls occurs, the
equipment may be operated manually or by other methods for a period 48 hours following
the breakdown or malfunction, provided this method of operations will product results
which conform to all other requirements of the contract.
50-08 AUTHORITY AND DUTIES OF INSPECTORS.
Inspectors employed by the owner shall be authorized to inspect all work done and all
material furnished. Such inspection may extend to all or any part of the work and to the J0
preparation, fabrication, or manufacture of the materials to be used. Inspectors are not
authorized to revoke, alter, or waive any provision of the contract. Inspectors are not
authorized to issue instructions contrary to the plans and specifications or to act as
foreman for the Contractor.
IN
FAA GSPs.doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
-22- Phase 2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
VW
AC 150/5370-1OB
'r Inspectors employed by the owner are authorized to notify the Contractor or his/her
representatives of any failure of the work or materials to conform to the requirements of
the contract, plans, or specifications and to reject such nonconforming materials in
question until such issues can be referred to the Engineer for his/her decision.
50-09 INSPECTION OF THE WORK.
All materials and each part or detail of the work shall be subject to inspection by the
Engineer. The Engineer shall be allowed access to all parts of the work and shall be
furnished with such information and assistance by the Contractor as is required to make a
complete and detailed inspection.
If the Engineer requests it, the Contractor, at any time before acceptance of the work,
shall remove or uncover such portions of the finished work as may be directed. After
examination, the Contractor shall restore said portions of the work to the standard
required by the specifications. Should the work thus exposed or examined prove
wr acceptable, the uncovering, or removing, and the replacing of the covering or making
good of the parts removed will be paid for as extra work; but should the work so exposed
or examined prove unacceptable, the uncovering, or removing, and the replacing of the
..► covering or making good of the parts removed will be at the Contractor's expense.
Any work done or materials used without supervision or inspection by an authorized
representative of the owner may be ordered removed and replaced at the Contractor's
expense unless the owner's representative failed to inspect after having been given
reasonable notice in writing that the work was to be performed.
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Should the contract work include relocation, adjustment, or any other modification to
existing facilities, not the property of the (contract) owner, authorized representatives of
the owners of such facilities shall have the right to inspect such work. Such inspection
" shall in no sense make any facility owner a party to the contract, and shall in no way
interfere with the rights of the parties to this contract.
50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK.
All work which does not form to the requirements of the contract, plans, and specifications
will be considered unacceptable, unless otherwise determined acceptable by the Engineer
as provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS
of this section.
Unacceptable work, whether the result of poor workmanship, use of defective materials,
damage through carelessness, or any other cause found to exist prior to the final
acceptance of the work, shall be removed immediately and replaced in an acceptable
manner in accordance with the provisions of the subsection titled CONTRACTOR'S
RESPONSIBILITY FOR WORK of Section 70. No work shall be done without lines
and grades having been properly established.
Work done contrary to the instructions of the Engineer, work done beyond the lines shown
on the plans or as given, except as herein specified, or any extra work done without
FAA GSPs.doc Renton Municipal Airoorl
FAA General Provisions Security Gate Replacement
-23- Phase
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'rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com
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AC 150/5370-1OB
authority, will be considered as unauthorized and will not be paid for under the provisions
of the contract. Work so done may be ordered removed or replaced at the Contractor's
expense.
Upon failure on the part of the Contractor to comply forthwith with any order of the
Engineer made under the provisions of this subsection, the Engineer will have authority to
cause unacceptable work to be remedied or removed and replaced and unauthorized
work to be removed and to deduct the costs (incurred by the owner) from any monies due
or to become due the Contractor.
50-11 LOAD RESTRICTIONS.
The Contractor shall comply with all legal load restrictions in the hauling of materials on
public roads beyond the limits of the work. A special permit will not relieve the Contractor
of liability for damage which may result from the moving of material or equipment.
The operation of equipment of such weight or so loaded as to cause damage to structures
or to any other type of construction will not be permitted. Hauling of materials over the
base course or surface course under construction shall be limited as directed. No loads
will be permitted on a concrete pavement, base, or structure before the expiration of the wr
curing period. The Contractor shall be responsible for all damage done by his/her hauling
equipment and shall correct such damage at his/her own expense.
50-12 MAINTENANCE DURING CONSTRUCTION.
The Contractor shall maintain the work during construction and until the work is accepted.
This maintenance shall constitute continuous and effective work prosecuted day by day,
with adequate equipment and forces so that the work is maintained in satisfactory
condition at all times.
In the case of a contract for the placing of a course upon a course or subgrade previously
constructed, the Contractor shall maintain the previous course or subgrade during all
construction operations.
sir
All costs of maintenance work during construction and before the project is accepted shall
be included in the unit prices bid on the various contract items, and the Contractor will not
be paid an additional amount for such work.
50-13 FAILURE TO MAINTAIN THE WORK.
Should the Contractor at any time fail to maintain the work as provided in the subsection
titled MAINTENANCE DURING CONSTRUCTION of this section, the Engineer shall
immediately notify the Contractor of such noncompliance. Such notification shall specify a
reasonable time within which the Contractor shall be required to remedy such
unsatisfactory maintenance condition. The time specified will give due consideration to
the exigency that exists.
Should the Contractor fail to respond to the Engineer's notification, the Owner may
suspend any work necessary for the owner to correct such unsatisfactory maintenance
FAA GSPs.doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
-24- Phase 2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
Aw
AC 150/5370-1OB
to condition, depending on the exigency that exists. Any maintenance cost incurred by the
owner, shall be deducted from monies due or to become due the Contractor.
50-14 PARTIAL ACCEPTANCE.
If at any time during the prosecution of the project the Contractor substantially completes
a usable unit or portion of the work, the occupancy of which will benefit the owner, he may
request the Engineer to make final inspection of that unit. If the Engineer finds upon
inspection that the unit has been satisfactorily completed in compliance with the contract,
he may accept it as being completed, and the Contractor may be relieved of further
responsibility for that unit. Such partial acceptance and beneficial occupancy by the
owner shall not void or alter any provision of the contract.
50-15 FINAL ACCEPTANCE.
Upon due notice from the Contractor of presumptive completion of the entire project, the
Engineer and owner will make an inspection. If all construction provided for and
•. contemplated by the contract is found to be completed in accordance with the contract,
plans, and specifications, such inspection shall constitute the final inspection. The
Engineer shall notify the Contractor in writing of final acceptance as of the date of the final
inspection.
If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory,
the Engineer will give the Contractor the necessary instructions for correction of same and
the Contractor shall immediately comply with and execute such instructions. Upon
correction of the work, another inspection will be made which shall constitute the final
inspection, provided the work has been satisfactorily completed. In such event, the
Engineer will make the final acceptance and notify the Contractor in writing of this
acceptance as of the date of final inspection.
Acceptance of the work by the Owner or Engineer is not final until approved by the F.A.A.
50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES.
If for any reason the Contractor deems that additional compensation is due him for work
or materials not clearly provided for in the contract, plans, or specifications or previously
authorized as extra work, he shall notify the Engineer in writing of his/her intention to claim
VW such additional compensation before he begins the work on which he bases the claim. If
such notification is not given or the Engineer is not afforded proper opportunity by the
Contractor for keeping strict account of actual cost as required, then the Contractor
go hereby agrees to waive any claim for such additional compensation. Such notice by the
Contractor and the fact that the Engineer has kept account of the cost of the work shall
not in any way be construed as proving or substantiating the validity of the claim. When
to the work on which the claim for additional compensation is based has been completed,
the Contractor shall, within 10 (ten) calendar days, submit his/her written claim to the
Engineer who will present it to the owner for consideration in accordance with local laws
0 or ordinances.
40
FAA GSPs.doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
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AC 150/5370-1OB
Nothing in this subsection shall be construed as a waiver of the Contractor's right to
dispute final payment based on differences in measurements or computations.
50-17 COST REDUCTION INCENTIVES.
Cost Reduction Incentive Proposals will not be considered in this project.
END OF SECTION 50
�r
FAA GSPs.doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
-26- Phase 2
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AC 150/5370-10B
"~ SECTION 60
CONTROL OF MATERIALS
�r
60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS.
The materials used on the work shall conform to the requirements of the contract, plans,
and specifications. Unless otherwise specified, such materials that are manufactured or
processed shall be new (as compared to used or reprocessed).
.. In order to expedite the inspection and testing of materials, the Contractor shall furnish
complete statements to the Engineer as to the origin, composition, and manufacture of all
materials to be used in the work. Such statements shall be furnished promptly after
,► execution of the contract but, in all cases, prior to delivery of such materials.
At the Engineer's option, materials may be approved at the source of supply before
.. delivery is started. If it is found after trial that sources of supply for previously approved
materials do not produce specified products, the Contractor shall furnish materials from
other sources.
60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS.
All materials used in the work shall be inspected, tested, and approved by the responsible
party before incorporation in the work. Any work in which untested materials are used
without approval or written permission of the Engineer shall be performed at the
Contractor's risk. Materials found to be unacceptable and unauthorized will not be paid for
and, if directed by the Engineer, shall be removed at the Contractor's expense. Unless
otherwise designated, tests in accordance with the cited standard methods of AASHTO or
ASTM which are current on the date of advertisement for bids will be made by and at the
expense of the owner. Samples will be taken by a qualified representative of the owner.
All materials being used are subject to inspection, test, or rejection at any time prior to or
during incorporation into the work. Copies of all tests will be furnished to the Contractor's
representative at his/her request.
The Contractor shall pay for all mix design(s) and all quality control testing. The
Owner is responsible for all quality assurance testing.
60-03 CERTIFICATION OF COMPLIANCE.
The Engineer may permit the use, prior to sampling and testing, of certain materials or
wr assemblies when accompanied by manufacturer's certificates of compliance stating that
such materials or assemblies fully comply with the requirements of the contract. The
certificate shall be signed by the manufacturer. Each lot of such materials or assemblies
w delivered to the work must be accompanied by a certificate of compliance in which the lot
is clearly identified.
VW Materials or assemblies used on the basis of certificates of compliance may be sampled
and tested at any time and if found not to be in conformity with contract requirements will
be subject to rejection whether in place or not.
FAA GSPs doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
-27- Phase 2
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°rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
AC 150/5370-1OB
The form and distribution of certificates of compliance shall be as approved by the
Engineer.
When a material or assembly is specified by"brand name or equal" and the Contractor
elects to furnish the specified "brand name," the Contractor shall be required to furnish the
manufacturer's certificate of compliance for each lot of such material or assembly
delivered to the work. Such certificate of compliance shall clearly identify each lot
delivered and shall certify as to:
a. Conformance to the specified performance, testing, quality or dimensional
requirements; and,
b. Suitability of the material or assembly for the use intended in the contract work.
Should the Contractor propose to furnish an "or equal" material or assembly, he shall err
furnish the manufacturer's certificates of compliance as hereinbefore described for the
specified brand name material or assembly. However, the Engineer shall be the sole
judge as to whether the proposed "or equal" is suitable for use in the work.
The Engineer reserves the right to refuse permission for use of materials or assemblies on
the basis of certificates of compliance.
60-04 PLANT INSPECTION.
The Engineer or his/her authorized representative may inspect, at its source, any
specified material or assembly to be used in the work. Manufacturing plants may be
inspected from time to time for the purpose of determining compliance with specified
manufacturing methods or materials to be used in the work and to obtain samples
required for his/her acceptance of the material or assembly.
Should the Engineer conduct plant inspections, the following conditions shall exist:
a. The Engineer shall have the cooperation and assistance of the Contractor and
the producer with whom he has contracted for materials.
b. The Engineer shall have full entry at all reasonable times to such parts of the
plant that concern the manufacture or production of the materials being furnished.
c. If required by the Engineer, the Contractor shall arrange for adequate office or
working space that may be reasonably needed for conducting plant inspections.
Office or working space should be conveniently located with respect to the plant.
It is understood and agreed that the owner shall have the right to retest any material which
has been tested and approved at the source of supply after it has been delivered to the
site. The Engineer shall have the right to reject only material which, when retested, does
not meet the requirements of the contract, plans, or specifications.
FAA GSPs.doc Renton Municipal Airport
FAA General Provisions Security Gate Replacement
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Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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AC 150/5370-10B
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60-05 ENGINEER'S FIELD OFFICE.
Section 60-05 is Deleted.
..
60-06 STORAGE OF MATERIALS.
Materials shall be so stored as to assure the preservation of their quality and fitness for
No the work. Stored materials, even though approved before storage, may again be
inspected prior to their use in the work. Stored materials shall be located so as to
facilitate their prompt inspection. The Contractor shall coordinate the storage of all
w' materials with the Engineer. Materials to be stored on airport property shall not create an
obstruction to air navigation nor shall they interfere with the free and unobstructed
movement of aircraft. Unless otherwise shown on the plans, the storage of materials and
40 the location of the Contractor's plant and parked equipment or vehicles shall be as
directed by the Engineer. Private property shall not be used for storage purposes without
written permission of the owner or lessee of such property. The Contractor shall make all
aw arrangements and bear all expenses for the storage of materials on private property.
Upon request, the Contractor shall furnish the Engineer a copy of the property owner's
permission.
All storage sites on private or airport property shall be restored to their original
condition by the Contractor at his/her entire expense, except as otherwise agreed to
as (in writing) by the owner of*the property. The owner of the property is the City of
Renton.
60-07 UNACCEPTABLE MATERIALS.
Any material or assembly that does not conform to the requirements of the contract, plans,
or specifications shall be considered unacceptable and shall be rejected. The Contractor
shall remove any rejected material or assembly from the site of the work, unless otherwise
instructed by the Engineer.
Rejected material or assembly, the defects of which have been corrected by the
Contractor, shall not be returned to the site of the work until such time as the Engineer
has approved its used in the work.
60-08 OWNER FURNISHED MATERIALS.
The Contractor shall furnish all materials required to complete the work, except those
specified herein (if any) to be furnished by the owner. Owner-furnished materials shall be
"0 made available to the Contractor at the location specified herein.
All costs of handling, transportation from the specified location to the site of work, storage,
sw and installing owner-furnished materials shall be included in the unit price bid for the
contract item in which such owner-furnished material is used.
rr After any owner-furnished material has been delivered to the location specified, the
Contractor shall be responsible for any demurrage, damage, loss, or other deficiencies
which may occur during the Contractor's handling, storage, or use of such owner-
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AC 150/5370-10B
furnished material. The owner will deduct from any monies due or to become due the
Contractor any cost incurred by the owner in making good such loss due to the
Contractor's handling, storage, or use of owner-furnished materials.
END OF SECTION 60
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AC 150/5370-1OB
SECTION 70
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC
70--1 LAWS TO BE OBSERVED.
The Contractor shall keep fully informed of all Federal and state laws, all local laws,
ordinances, and regulations and all orders and decrees of bodies or tribunals having any
jurisdiction or authority, which in any manner affect those engaged or employed on the
work, or which in any way affect the conduct of the work. He shall at all times observe
and comply with all such laws, ordinances, regulations, orders, and decrees; and shall
protect and indemnify the owner and all his/her officers, agents, or servants against any
claim or liability arising from or based on the violation of any such law, ordinance,
.. regulation, order, or decree, whether by himself or his/her employees.
70-02 PERMITS, LICENSES, AND TAXES.
• The Contractor shall procure all permits and licenses, pay all charges, fees, and taxes,
and give all notices necessary and incidental to the due and lawful prosecution of the
work.
o.
70-03 PATENTED DEVICES, MATERIALS, AND PROCESSES.
If the Contractor is required or desires to use any design, device, material, or process
covered by letters of patent or copyright, he shall provide for such use by suitable legal
agreement with the patentee or owner. The Contractor and the surety shall indemnify and
save harmless the owner, any third party, or political subdivision from any and all claims
for infringement by reason of the use of any such patented design, device, material or
process, or any trademark or copyright, and shall indemnify the owner for any costs,
expenses, and damages which it may be obliged to pay by reason of an infringement, at
any time during the prosecution or after the completion of the work.
70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS.
The owner reserves the right to authorize the construction, reconstruction, or maintenance
of any public or private utility service, FAA or National Oceanic and Atmospheric
Administration (NOAA) facility, or a utility service of another government agency at any
time during the progress of the work.
The Contractor shall not permit any individual, firm, or corporation to excavate or
otherwise disturb such utility services or facilities located within the limits of the work
without the written permission of the Engineer.
Should the owner of public or private utility service, FAA, or NOAA facility, or a utility
service of another government agency be authorized to construct, reconstruct, or maintain
such utility service or facility during the progress of the work, the Contractor shall
cooperate with such owners by arranging and performing the work in this contract so as to
4W facilitate such construction, reconstruction or maintenance by others whether or not such
work by others is shown in the contract plans. When ordered as extra work by the
Engineer, the Contractor shall make all necessary repairs to the work which are due to
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AC 150/5370-1OB
such authorized work by others, unless otherwise provided for in the contract, plans, or
specifications. It is understood and agreed that the Contractor shall not be entitled to
make any claim for damages due to such authorized work by others or for any delay to the go
work resulting from such authorized work.
The following individuals, firms or corporations have the authority to excavate or otherwise
disturb utility services or facilities located within the limits of the work.
Owner Person to Contact
(Utility or Other Facility) (Name, Title, Address and
Phone)
1. Renton Municipal Airport Mr. Ryan Zulauf
Airport Manager
616 West Perimeter Road
Renton, WA 98055
(425) 430-7471
2. Water, Sewer and Storm City of Renton
Drainage Utilities 1055 South Grady Way
Renton, WA 98055
(425) 430-7234
3. Power and Gas Utilities Puget Sound Energy
22828 —68 1h Avenue S
Kent, WA 98032
(253) 395-6865
4. Boeing Utilities Jan Fedor—Boeing general
(425) 237-2653
Greg Karalus— Boeing
Sewer and Water "'
(425) 237-8821
Don Branesky— Boeing
Power and Telephone
(425) 237-1520
70-05 FEDERAL AID PARTICIPATION.
For AIP contracts, the United States Government has agreed to reimburse the owner for
some portion of the contract costs. Such reimbursement is made from time to time upon
the owner's (sponsor's) request to the FAA. In consideration of the United Sates 46
Government's (FAA's) agreement with the owner, the owner has included provisions in
this contract pursuant to the requirements of the Airport Improvement Act of 1982, as
amended by the Airport and Airway Safety and Capacity Expansion Act of 1987, and the 40
Rules and Regulations of the FAA that pertain to the work.
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AC 150/5370-1OB
As required by the Act, the contract work is subject to the inspection and approval of duly
authorized representatives of the Administrator, FAA, and is further subject to those
provisions of the rules and regulations that are cited in the contract, plans, or
specifications.
No requirement of the Act, the rules and regulations implementing the Act, or this contract
shall be construed as making the Federal Government a party to the contract nor will any
such requirement interfere, in any way, with the rights of either party to the contract.
70-06 SANITARY, HEALTH, AND SAFETY PROVISIONS.
The Contractor shall provide and maintain in a neat, sanitary condition such
accommodations for the use of his/her employees as may be necessary to comply with
r. the requirements of the state and local Board of Health, or of other bodies or tribunals
having jurisdiction.
•• Attention is directed to Federal, state, and local laws, rules and regulations concerning
construction safety and health standards. The Contractor shall not require any worker to
work in surroundings or under conditions are unsanitary, hazardous, or dangerous to
his/her health or safety.
70-07 PUBLIC CONVENIENCE AND SAFETY.
The Contractor shall control his/her operations and those of his/her subcontractors and all
suppliers, to assure the least inconvenience to the traveling public. Under all
circumstances, safety shall be the most important consideration.
The Contractor shall maintain the free and unobstructed movement of aircraft and
vehicular traffic with respect to his/her own operations and those of his/her subcontractors
and all suppliers in accordance with the subsection titled MAINTENANCE OF TRAFFIC of
.� Section 40 hereinbefore specified and shall limit such operations for the convenience and
safety of the traveling public as specified in the subsection titled LIMITATION OF
OPERATIONS of Section 80 hereinafter.
70-08 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS.
The Contractor shall furnish, erect, and maintain all barricades, warning signs, and
markings for hazards necessary to protect the public and the work. When used
during periods of darkness, such barricades, warning signs, and hazard markings
shall be suitably illuminated.
For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain
barricades, warning signs, lights and other traffic control devices in reasonable conformity
with the Manual of Uniform Traffic Control Devices for Streets and Highways (published
by the United States Government Printing Office).
Barricades, warning signs, and markings for hazards that are in the air operations area
shall be a maximum of 18 inches high. Barricades shall be spaced not more than 25 feet
apart
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AC 150/5370-1OB
The Contractor shall furnish and erect all barricades, warning signs, and markings for
hazards prior to commencing work which requires such erection and shall maintain the
barricades, warning signs, and markings for hazards until their dismantling is directed by
the Engineer.
The cost for such barricades, warning signs and markings will not be paid for
directly but shall be merged into the other bid items.
When the work requires closing an air operations area of the airport or portion of such "a
area, the Contractor shall furnish, erect, and maintain temporary markings and associated
lighting conforming to the requirements of AC 150/5340-1 H, Standards for Airport
Markings.
The Contractor shall furnish, erect, and maintain markings and associated lighting of open
trenches, excavations, temporary stock piles, and his/her parked construction equipment
that may be hazardous to the operation of emergency fire-rescue or maintenance vehicles
on the airport in reasonable conformance to AC 150/5370-2E, Operational Safety on
Airports During Construction Activity. +
The Contractor shall identify each motorized vehicle or piece of construction
equipment by painted or magnetic signing identifying the Contractor's company. ar
Each vehicle operating on the air operations area shall have either an omni-
directional amber flashing light or an FAA approved orange and white checkered
flag. The flag shall be at least 3 foot square, having a checkered pattern of a
international orange and white squares at least 1 foot on each side.
Open-flame type lights shall not be permitted within the air operations areas of the airport.
70-09 USE OF EXPLOSIVES.
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. The individual in
charge of the blasting shall have a current Washington State Blaster Users License.
The Contractor shall obtain, comply with, and pay for such permits and costs as are
necessary in conjunction with blasting operations.
When the use of explosives is necessary for the prosecution of the work, the Contractor
shall exercise the utmost care not to endanger life or property, including new work. The
Contractor shall be responsible for all damage resulting from the use of explosives.
Transportation, use, and storage of all explosives shall be in compliance with all
federal, state, and local regulations. Storage places shall be clearly marked and
secure. Where no local laws or ordinances apply, storage shall be provided satisfactory
to the Engineer and, in general, not closer than 1,000 feet (300 m) from the work or from
any building, road, or other place of human occupancy.
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AC 150/5370-1OB
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The Contractor shall notify each property owner and public utility company having
structures or facilities in proximity to the site of the work of his/her intention to use
go explosives. Such notice shall be given sufficiently in advance to enable them to take such
steps as they may deem necessary to protect their property from injury.
to The use of electrical blasting caps shall not be permitted on or within 1,000 feet (300 m) of
the airport property.
00 70-10 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE.
The Contractor shall be responsible for the preservation of all public and private property,
and shall protect carefully from disturbance or damage all land monuments and property
markers until the Engineer has witnessed or otherwise referenced their location and shall
not move them until directed.
,.. The Contractor shall be responsible for all damage or injury to property of any character,
during the prosecution of the work, resulting from any act, omission, neglect, or
misconduct in his/her manner or method of executing the work, or at any time due to
defective work or materials, and said responsibility will not be released until the project
shall have been completed and accepted.
When or where any direct or indirect damage or injury is done to public or private property
by or on account of any act, omission, neglect, or misconduct in the execution of the work,
or in consequence of the nonexecution thereof by the Contractor, he shall restore, at
VW his/her own expense, such property to a condition similar or equal to that existing before
such damage or injury was done, by repairing, or otherwise restoring as may be directed,
or he shall make good such damage or injury in an acceptable manner.
70-11 RESPONSIBILITY FOR DAMAGE CLAIMS.
The Contractor shall indemnify and save harmless the Engineer and the owner and their
officers, and employees from all suits actions, or claims of any character brought because
of any injuries or damage received or sustained by any person, persons, or property on
account of the operations of the Contractor; or on account of or in consequence of any
neglect in safeguarding the work; or through use of unacceptable materials in constructing
the work; or because of any act or omission, neglect, or misconduct of said Contractor; or
because of any claims or amounts recovered from any infringements of patent, trademark,
or copyright; or from any claims or amounts arising or recovered under the 'Workmen's
Compensation Act," or any other law, ordinance, order, or decree. Money due the
Contractor under and by virtue of his/her contract as may be considered necessary by the
owner for such purpose may be retained for the use of the owner or, in case no money is
due, his/her surety may be held until such suit or suits, action or actions, claim or claims
for injuries or damages as aforesaid shall have been settled and suitable evidence to that
effect furnished to the owner, except that money due the Contractor will not be withheld
when the Contractor produces satisfactory evidence that he is adequately protected by
public liability and property damage insurance.
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AC 150/5370-10B
70-12 THIRD PARTY BENEFICIARY CLAUSE.
It is specifically agreed between the parties executing the contract that it is not intended
by any of the provisions of any part of the contract to create the public or any member
thereof a third party beneficiary or to authorize anyone not a party to the contract to
maintain a suit for personal injuries or property damage pursuant to the terms or
provisions of the contract.
70-13 OPENING SECTIONS OF THE WORK TO TRAFFIC.
Should it be necessary for the Contractor to complete portions of the contract work for the
beneficial occupancy of the owner prior to completion of the entire contract, such
"phasing" of the work shall be specified herein and indicated on the plans. When so
specified, the Contractor shall complete such portions of the work on or before the date
specified or as otherwise specified. The Contractor shall make his/her own estimate of
the difficulties involved in arranging his/her work to permit secure operation of the airport
while the new gates and/or fences are being installed.
Upon completion of any portion of the work listed above, such portion shall be accepted
by the owner in accordance with the subsection titled PARTIAL ACCEPTANCE of Section
50. +
No portion of the work may be opened by the Contractor for public use until ordered by
the Engineer in writing. Should it become necessary to open a portion of the work to
public traffic on a temporary or intermittent basis, such openings shall be made when, in
the opinion of the Engineer, such portion of the work is in an acceptable condition to
support the intended traffic. Temporary or intermittent openings are considered to be
inherent in the work and shall not constitute either acceptance of the portion of the work
so opened or a waiver of any provision of the contract. Any damage to the portion of the
work so opened that is not attributable to traffic which is permitted by the owner shall be
repaired by the Contractor at his/her expense.
The Contractor shall make his/her own estimate of the inherent difficulties involved in
completing the work under the conditions herein described and shall not claim any added
compensation by reason of delay or increased cost due to opening a portion of the
contract work.
err
70-14 CONTRACTOR'S RESPONSIBILITY FOR WORK.
Until the Engineer's final written acceptance of the entire completed work, excepting only
those portions of the work accepted in accordance with the subsection titled PARTIAL
ACCEPTANCE of Section 50, the Contractor shall have the charge and care thereof and
shall take every precaution against injury or damage to any part due to the action of the
elements or from any other cause, whether arising from the execution or from the
nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good all
injuries or damages to any portion of the work occasioned by any of the above causes
before final acceptance and shall bear the expense thereof except damage to the work 11r
due to unforeseeable causes beyond the control of and without the fault or negligence of
the Contractor, including but not restricted to acts of God such as earthquake, tidal wave,
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AC 150/5370-1OB
w` tornado, hurricane or other cataclysmic phenomenon of nature, or acts of the public
enemy or of government authorities.
If the work is suspended for any cause whatever, the Contractor shall be responsible for
the work and shall take such precautions necessary to prevent damage to the work. The
Contractor shall provide for normal drainage and shall erect necessary temporary
structures, signs, or other facilities at his/her expense. During such period of suspension
of work, the Contractor shall properly and continuously maintain in an acceptable growing
condition all living material in newly established planting, seeding, and sodding furnished
under his/her contract, and shall take adequate precautions to protect new tree growth
and other important vegetative growth against injury.
.. 70-15 CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES
OF OTHERS.
As provided in the subsection titled RESTORATION OF SURFACES DISTURBED BY
a w OTHERS of this section, the Contractor shall cooperate with the owner of any public or
private utility service, FAA or NOAA, or a utility service of another government agency that
may be authorized by the owner to construct, reconstruct or maintain such utility services
so or facilities during the progress of the work. In addition, the Contractor shall control
his/her operations to prevent the unscheduled interruption of such utility services and
facilities.
To the extent that such public or private utility services, FAA, or NOAA facilities, or utility
services of another governmental agency are known to exist within the limits of the
contract work, the approximate locations have been indicated on the plans and the
owners are indicated as follows: See Section 1-05.14(1) of the Special Provisions.
It is understood and agreed that the owner does not guarantee the accuracy or the
completeness of the location information relating to existing utility services, facilities, or
structures that may be shown on the plans or encountered in the work. Any inaccuracy or
omission in such information shall not relieve the Contractor of his/her responsibility to
protect such existing features from damage or unscheduled interruption of service.
It is further understood and agreed that the Contractor shall, upon execution of the
contract, notify the owners of all utility services or other facilities of his/her plan of
operations. Such notification shall be in writing addressed to THE PERSON TO
CONTACT as provided hereinbefore in this subsection and the subsection titled
.. RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of
each notification shall be given to the Engineer.
.. In addition to the general written notification hereinbefore provided, it shall be the
responsibility of the Contractor to keep such individual owners advised of changes in
his/her plan of operations that would affect such owners.
Prior to commencing the work in the general vicinity of an existing utility service or facility,
the Contractor shall again notify each such owner of his/her plan of operation. If, in the
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AC 150/5370-1OB
Contractor's opinion, the owner's assistance is needed to locate the utility service or
facility or the presence of a representative of the owner is desirable to observe the work,
such advice should be included in the notification. Such notification shall be given by the
most expeditious means to reach the utility owner's PERSON TO CONTACT no later than
two normal business days prior to the Contractor's commencement of operations in such
general vicinity. The Contractor shall furnish a written summary of the notification to the
Engineer.
The Contractor's failure to give the two day's notice hereinabove provided shall be cause
for the Owner to suspend the Contractor's operations in the general vicinity of a utility
service or facility.
Where the outside limits of an underground utility service have been located and staked 66
on the ground, the Contractor shall be required to use excavation methods acceptable to
the Engineer within 3 feet (90 cm) of such outside limits at such points as may be
required to ensure protection from damage due to the Contractor's operations.
Should the Contractor damage or interrupt the operation of a utility service or facility by
accident or otherwise, he shall immediately notify the proper authority and the Engineer
and shall take all reasonable measures to prevent further damage or interruption of
service. The Contractor, in such events, shall cooperate with the utility service or facility
owner and the Engineer continuously until such damage has been repaired and service to
restored to the satisfaction of the utility or facility owner_
The Contractor shall bear all costs of damage and restoration of service to any utility
service or facility due to his/her operations whether or not due to negligence or accident.
The contract owner reserves the right to deduct such costs from any monies due or which
may become due the Contractor, or his/her surety.
Utility companies and facilities owners are listed above.
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70-16 FURNISHING RIGHTS-OF-WAY.
The owner will be responsible for furnishing all rights-of-way upon which the work is to be
constructed in advance of the Contractor's operations.
70-17 PERSONAL LIABILITY OF PUBLIC OFFICIALS.
In carrying out any of the contract provisions or in exercising any power or authority
granted to him by this contract, there shall be no liability upon the Engineer, his/her
authorized representatives, or any officials of the owner either personally or as an official
of the owner. It is understood that in such matters they act solely as agents and
representatives of the owner.
70-18 NO WAIVER OF LEGAL RIGHTS.
Upon completion of the work, the owner will expeditiously make final inspection and notify
the Contractor of final acceptance. Such final acceptance, however, shall not preclude or
estop the owner from correcting any measurement, estimate, or certificate made before or
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AC 150/5370-1OB
after completion of the work, nor shall the owner be precluded or estopped from
recovering from the Contractor or his/her surety, or both, such overpayment as may be
sustained, or by failure on the part of the Contractor to fulfill his/her obligations under the
contract. A waiver on the part of the owner of any breach of any part of the contract shall
not be held to be a waiver of any other or subsequent breach.
q.
The Contractor, without prejudice to the terms of the contract, shall be liable to the owner
for latent defects, fraud, or such gross mistakes as may amount to fraud, or as regards the
owner's rights under any warranty or guaranty.
70-19 ENVIRONMENTAL PROTECTION.
The Contractor shall comply with all Federal, state, and local laws and regulations
controlling pollution of the environment. He shall take necessary precautions to prevent
pollution of streams, lakes, ponds, and reservoirs with fuels, oils, bitumens, chemicals, or
other harmful materials and to prevent pollution of the atmosphere from particulate and
gaseous matter.
70-20 ARCHAEOLOGICAL AND HISTORICAL FINDINGS.
Unless otherwise specified in this subsection, the Contractor is advised that the site of the
work is not within any property, district, or site, and does not contain any building,
structure, or object listed in the current National Register of Historic Places published by
the United States Department of Interior.
Should the Contractor encounter, during his/her operations, any building, part of a
.. building, structure, or object which is incongruous with its surroundings, he shall
immediately cease operations in that location and notify the Engineer. The Engineer will
immediately investigate the Contractor's finding and will direct the Contractor to either
law resume his/her operations or to suspend operations as directed.
Should the Owner order suspension of the Contractor's operations in order to protect an
archaeological or historical finding, or order the Contractor to perform extra work, such
shall be covered by an appropriate contract modification (change order or supplemental
agreement) as provided in the subsection titled EXTRA WORK of Section 40 and the
subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT WORK of
Section 90. If appropriate, the contract modification shall include an extension of contract
time in accordance with the subsection titled DETERMINATION AND EXTENSION OF
CONTRACT TIME of Section 80.
END OF SECTION 70
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AC 150/5370-1OB
SECTION 80
PROSECUTION AND PROGRESS
80-01 SUBLETTING OF CONTRACT.
The owner will not recognize any subcontractor on the work. The Contractor shall at all
times when work is in progress be represented either in person, by a qualified
superintendent, or by other designated, qualified representative who is duly authorized to
receive and execute orders of the Engineer. 40
Should the Contractor elect to assign his/her contract, said assignment shall be concurred
in by the surety, shall be presented for the consideration and approval of the owner, and
shall be consummated only on the written approval of the owner. In case of approval, the
Contractor shall file copies of all subcontracts with the Engineer.
The Contractors qualified superintendent, or other designated, qualified representative, 4"
shall be identified as such by the display of a nametag or badge at all times that shall read
"FOREMAN" or "SUPERINTENDENT". This requirement is in addition to the requirements
of section 80-11.
80-02 NOTICE TO PROCEED.
The notice to proceed shall state the date on which it is expected the Contractor will begin r+
the construction and from which date contract time will be charged. The Contractor shall
begin the work to be performed under the contract within 10 days of the date set by the
Engineer in the written notice to proceed, but in any event, the Contractor shall notify the wlr
Engineer at least 24 hours in advance of the time actual construction operations will
begin.
Prior to construction, the accepted Contractor and subcontractors shall attend a pre-
construction conference. The Contractor will present a progress schedule identifying the
elements of work with sequence and completion dates for each major work item.
No construction will be started until the progress schedule is approved.
80-03 PROSECUTION AND PROGRESS.
Unless otherwise specified, the Contractor shall submit his/her progress schedule for the
Engineer's approval within 10 days after the effective date of the notice to proceed. The
Contractor's progress schedule, when approved by the Engineer, may be used to
establish major construction operations and to check on the progress of the work. The
Contractor shall provide sufficient materials, equipment, and labor to guarantee the
completion of the project in accordance with the plans and specifications within the time
set forth in the proposal.
If the Contractor falls significantly behind the submitted schedule, the Contractor shall,
upon the Engineer's request, submit a revised schedule for completion of the work within
the contract time and modify his/her operations to provide such additional materials,
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AC 150/5370-1OB
equipment, and labor necessary to meet the revised schedule. Should the prosecution of
the work be discontinued for any reason, the Contractor shall notify the Engineer at least
aw 24 hours in advance of resuming operations.
For AIP contracts, the Contractor shall not commence any actual construction prior to the
to date on which the notice to proceed is issued by the owner.
80-04 LIMITATION OF OPERATIONS.
The Contractor shall control his/her operations and the operations of his/her
"' subcontractors and all suppliers so as to provide for the free and unobstructed movement
of aircraft in the AIR OPERATIONS AREAS of the airport.
AW When the work requires the Contractor to conduct his/her operations within an AIR
OPERATIONS AREA of the airport, the work shall be coordinated with airport
management (through the Engineer) at least 48 hours prior to commencement of such
�. work. The Contractor shall not close an AIR OPERATIONS AREA until so authorized by
the Engineer and until the necessary temporary marking and associated lighting is in
place as provided in the subsection titled BARRICADES, WARNING SIGNS, AND
�• HAZARD MARKINGS of Section 70.
When the contract work requires the Contractor to work within an AIR OPERATIONS
AREA of the airport on an intermittent basis (intermittent opening and closing of the AIR
OPERATIONS AREA), the Contractor shall maintain constant communications as
hereinafter specified; immediately obey all instructions to vacate the AIR OPERATIONS
*W AREA; immediately obey all instructions to resume work in such AIR OPERATIONS
AREA. Failure to maintain the specified communications or to obey instructions shall be
cause for suspension of the Contractor's operations in the AIR OPERATIONS AREA until
the satisfactory conditions are provided. The following AIR OPERATIONS AREA (AOA)
cannot be closed to operating aircraft to permit the Contractor's operations on a
continuous basis and will, therefore, be closed to aircraft operations intermittently on a
schedule to be established based on the Contractor's proposed work plan of activities that
.r will impact air operations.
➢ "South Bridge" (Aircraft Bridge) over the Cedar River.
Taxiway Apron east of the airport tower.
80-05 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT.
The Contractor shall, at all times, employ sufficient labor and equipment for prosecuting
the work to full completion in the manner and time required by the contract, plans, and
specifications.
All workers shall have sufficient skill and experience to perform properly the work
w. assigned to them. Workers engaged in special work or skilled work shall have sufficient
experience in such work and in the operation of the equipment required to perform the
work satisfactorily.
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AC 150/5370-10B
All equipment which is proposed to be used on the work shall be of sufficient size and in
such mechanical condition as to meet requirements of the work and to produce a
satisfactory quality of work. Equipment used on any portion of the work shall be such that
no injury to previously completed work, adjacent property, or existing airport facilities will
result from its use.
When the methods and equipment to be used by the Contractor in accomplishing the work
are not prescribed in the contract, the Contractor is free to use any methods or equipment
that will accomplish the work in conformity with the requirements of the contract, plans,
and specifications.
When the contract specifies the use of certain methods and equipment, such methods
and equipment shall be used unless others are authorized by the Engineer. If the
Contractor desires to use a method or type of equipment other than specified in the
contract, he may request authority from the Engineer to do so. The request shall be in
writing and shall include a full description of the methods and equipment proposed and of
the reasons for desiring to make the change. If approval is given, it will be on the
condition that the Contractor will be fully responsible for producing work in conformity with
contract requirements. If, after trial use of the substituted methods or equipment, the
Engineer determines that the work produced does not meet contract requirements, the
Contractor shall discontinue the use of the substitute method or equipment and shall
complete the remaining work with the specified methods and equipment. The Contractor
shall remove any deficient work and replace it with work of specified quality, or take such
other corrective action as the Engineer may direct. No change will be made in basis of
payment for the contract items involved nor in contract time as a result of authorizing a
change in methods or equipment under this subsection.
+r
80-06 TEMPORARY SUSPENSION OF THE WORK.
The Owner shall have the authority to suspend the work wholly, or in part, for such period
or periods as he may deem necessary, due to unsuitable weather, or such other
conditions as are considered unfavorable for the prosecution of the work, or for such time
as is necessary due to the failure on the part of the Contractor to carry out orders given or
perform any or all provisions of the contract.
In the event that the Contractor is ordered by the Owner, in writing, to suspend work for
some unforeseen cause not otherwise provided for in the contract and over which the
Contractor has no control, the Contractor may be reimbursed for actual money expended
on the work during the period of shutdown. No allowance will be made for anticipated
profits. The period of shutdown shall be computed from the effective date of the as
Engineer's order to suspend work to the effective date of the Engineer's order to resume
the work. Claims for such compensation shall be filed with the Engineer within the time
period stated in the Engineer's order to resume work. The Contractor shall submit with
his/her claim information substantiating the amount shown on the claim. The Engineer will
forward the Contractor's claim to the owner for consideration in accordance with local laws
or ordinances. No provision of this article shall be construed as entitling the Contractor to
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AC 150/5370-1OB
a" compensation for delays due to inclement weather, for suspensions made at the request
of the Contractor, or for any other delay provided for in the contract, plans, or
specifications.
If it should become necessary to suspend work for an indefinite period, the Contractor
shall store all materials in such manner that they will not become an obstruction nor
am become damaged in any way. He shall take every precaution to prevent damage or
deterioration of the work performed and provide for normal drainage of the work. The
Contractor shall erect temporary structures where necessary to provide for traffic on, to, or
"" from the airport.
80-07 DETERMINATION AND EXTENSION OF CONTRACT TIME.
1W The number of calendar or working days allowed for completion of the work shall be
stated in the proposal and contract and shall be known as the CONTRACT TIME.
Should the contract time require extension for reasons beyond the Contractor's control, it
shall be adjusted as follows:
.. a. CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the
Engineer. The Engineer will furnish the Contractor a copy of his/her weekly statement of
the number of working days charged against the contract time during the week and the
number of-working days currently specified for completion of the contract (the original
contract time plus the number of working days, if any, that have been included in
approved CHANGE ORDERS or SUPPLEMENTAL AGREEMENTS covering EXTRA
WORK).
The Engineer shall base his/her weekly statement of contract time charged on the
AM following considerations:
(1) No time shall be charged for days on which the Contractor is unable to
proceed with the principal item of work under construction at the time for at least 6
"" hours with the normal work force employed on such principal item. Should the
normal work force be on a double-shift, 12 hours shall be used. Should the normal
work force be on a triple-shift, 18 hours shall apply. Conditions beyond the
Contractor's control such as strikes, lockouts, unusual delays in transportation,
temporary suspension of the principal item of work under construction or temporary
suspension of the entire work which have been ordered by the Engineer for
ow reasons not the fault of the Contractor, shall not be charged against the contract
time.
�. (2) The Engineer will not make charges against the contract time prior to the
effective date of the notice to proceed.
• (3) The Engineer will begin charges against the contract time on the first
working day after the effective date of the notice to proceed.
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AC 150/5370-1OB
(4) The Engineer will not make charges against the contract time after the
date of final acceptance as defined in the subsection titled FINAL ACCEPTANCE
of Section 50.
(5) The Contractor will be allowed 1 week from the earliest date printed in
the Engineer's weekly statement in which to file a written protest setting forth
his/her objections to the Engineer's weekly statement. If no objection is filed within
such specified time, the weekly statement shall be considered as acceptable to the
Contractor.
The contract time (stated in the proposal) is based on the originally estimated quantities
as described in the subsection titled INTERPRETATION OF ESTIMATED PROPOSAL
QUANTITIES of Section 20. Should the satisfactory completion of the contract require
performance of work in greater quantities than those estimated in the proposal, the
contract time shall be increased in the same proportion as the cost of the actually
completed quantities bears to the cost of the originally estimated quantities in the
proposal. Such increase in contract time shall not consider either the cost of work or the
extension of contract time that has been covered by change order or supplemental
agreement and shall be made at the time of final payment.
b. CONTRACT TIME based on CALENDAR DAYS shall consist of the number of
calendar days stated in the contract counting from the effective date of the notice to .r
proceed and including all Saturdays, Sundays, holidays, and nonwork days. All calendar
days elapsing between the effective dates of the Engineer's orders to suspend and
resume all work, due to causes not the fault of the Contractor, shall be excluded. sir
At the time of final payment, the contract time shall be increased in the same proportion
as the cost of the actually completed quantities bears to the cost of the originally
estimated quantities in the proposal. Such increase in the contract time shall not consider
either cost of work or the extension of contract time that has been covered by a change
order or supplemental agreement. Charges against the contract time will cease as of the
date of final acceptance.
c. When the contract time is a specified completion date, it shall be the date on
which all contract work shall be substantially completed.
If the Contractor finds it impossible for reasons beyond his/her control to complete the
work within the contract time as specified, or as extended in accordance with the
provisions of this subsection, he may, at any time prior to the expiration of the contract
time as extended, make a written request to the Engineer for an extension of time setting
forth the reasons which he believes will justify the granting of his/her request. The
Contractor's plea that insufficient time was specified is not a valid reason for extension of
time. If the Engineer finds that the work was delayed because of conditions beyond the
control and without the fault of the Contractor, he may extend the time for completion in
such amount as the conditions justify. The extended time for completion shall then be in
full force and effect, the same as though it were the original time for completion.
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AC 150/5370-10B
80-08 FAILURE TO COMPLETE ON TIME.
WN For each calendar day or working day, as specified in the contract, that any work remains
uncompleted after the contract time (including all extensions and adjustments as provided
in the subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of
this Section) the sum specified in the contract and proposal as liquidated damages will be
No deducted from any money due or to become due the Contractor or his/her surety. Such
deducted sums shall not be deducted as a penalty but shall be considered as liquidation
of a reasonable portion of damages that will be incurred by the owner should the
" Contractor fail to complete the work in the time provided in his/her contract.
Permitting the Contractor to continue and finish the work or any part of it after the time
�. fixed for its completion, or after the date to which the time for completion may have been
extended, will in no way operate as a wavier on the part of the owner of any of its rights
under the contract.
80-09 DEFAULT AND TERMINATION OF CONTRACT.
The Contractor shall be considered in default of his/her contract and such default will be
�.. considered as cause for the owner to terminate the contract for any of the following
reasons if the Contractor:
a. Fails to begin the work under the contract within the time specified in the "Notice
to Proceed," or
b. Fails to perform the work or fails to provide sufficient workers, equipment or
materials to assure completion of work in accordance with the terms of the
contract, or
c. Performs the work unsuitably or neglects or refuses to remove materials or to
perform anew such work as may be rejected as unacceptable and
unsuitable, or
.rn
d. Discontinues the prosecution of the work, or
4W e. Fails to resume work which has been discontinued within a reasonable time
after notice to do so, or
aw If. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or
insolvency, or
«. g. Allows any final judgment to stand against him unsatisfied for a period of 10
days, or
h. Makes an assignment for the benefit of creditors, or
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AC 150/5370-1OB
L For any other cause whatsoever, fails to carry on the work in an acceptable
manner.
Should the Engineer consider the Contractor in default of the contract for any reason
hereinbefore, he shall immediately give written notice to the Contractor and the
Contractor's surety as to the reasons for considering the Contractor in default and the
owner's intentions to terminate the contract.
If the Contractor or surety, within a period of 10 days after such notice, does not proceed
in accordance therewith, then the owner will, upon written notification from the Engineer of
the facts of such delay, neglect, or default and the Contractor's failure to comply with such
notice, have full power and authority without violating the contract, to take the prosecution
of the work out of the hands of the Contractor. The owner may appropriate or use any or
all materials and equipment that have been mobilized for use in the work and are
acceptable and may enter into an agreement for the completion of said contract according
to the terms and provisions thereof, or use such other methods as in the opinion of the
Engineer will be required for the completion of said contract in an acceptable manner.
All costs and charges incurred by the owner, together with the cost of completing the work + i
under contract, will be deducted from any monies due or which may become due the
Contractor. If such expense exceeds the sum which would have been payable under the
contract, then the Contractor and the surety shall be liable and shall pay to the owner the 1W
amount of such excess.
80-10 TERMINATION FOR NATIONAL EMERGENCIES. 40
The owner shall terminate the contract or portion thereof by written notice when the
Contractor is prevented from proceeding with the construction contract as a direct result of
an Executive Order of the President with respect to the prosecution of war or in the ,,,,
interest of national defense.
When the contract, or any portion thereof, is terminated before completion of all items of
work in the contract, payment will be made for the actual number of units or items of work
completed at the contract price or as mutually agreed for items of work partially completed
or not started. No claims or loss of anticipated profits shall be considered.
Reimbursement for organization of the work, and other overhead expenses, (when not
otherwise included in the contract) and moving equipment and materials to and from the
job will be considered, the intent being that an equitable settlement will be made with the
Contractor.
Acceptable materials, obtained or ordered by the Contractor for the work and that are not
incorporated in the work shall, at the option of the Contractor, be purchased from the
Contractor at actual cost as shown by receipted bills and actual cost records at such
points of delivery as may be designated by the Engineer.
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AC 150/5370-10B
Termination of the contract or a portion thereof shall neither relieve the Contractor of
his/her responsibilities for the completed work nor shall it relieve his/her surety of its
obligation for and concerning any just claim arising out of the work performed.
80-11 SECURITY AND BADGING
The Contractor is required to have all personnel badged for the purposes of airport
security. This badging will be issued to the Contractor by the Airport Managers Office
during normal business hours, prior to start of construction. There is no cost for this
service, however lost badges shall be reported immediately to the Airport Manager Ryan
Zulauf at (425) 430-7471 or (206) 423-3716 (Cell).
END OF SECTION 80
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AC 150/5370-1OB
SECTION 90
MEASUREMENT AND PAYMENT
90-01 MEASUREMENT OF QUANTITIES.
All work completed under the contract will be measured by the Engineer, or his/her
authorized representatives, using United States Customary Units of Measurement or the
International System of Units.
The method of measurement and computations to be used in determination of quantities
of material furnished and of work performed under the contract will be those methods
generally recognized as conforming to good engineering practice.
Unless otherwise specified, longitudinal measurements for area computations will be
made horizontally, and no deductions will be made for individual fixtures (or leave-outs)
having an area of 9 square feet (0.8 square meter) or less. Unless otherwise specified,
transverse measurements for area computations will be the neat dimensions shown on
the plans or ordered in writing by the Engineer.
wl`
Structures will be measured according to neat lines shown on the plans or as altered to fit
field conditions.
Unless otherwise specified, all contract items which are measured by the linear foot such
as electrical ducts, conduits, pipe culverts, underdrains, and similar items shall be
measured parallel to the base or foundation upon which such items are placed. ►
In computing volumes of excavation the average end area method or other acceptable
methods will be used.
The thickness of plates and galvanized sheet used in the manufacture of corrugated metal
pipe, metal plate pipe culverts and arches, and metal cribbing will be specified and
measured in decimal fraction of inches.
The term "ton" will mean the short ton consisting of 2,000 pounds (907 kilograms)
avoirdupois. All materials which are measured or proportioned by weights shall be
weighed on accurate, approved scales by competent, qualified personnel at locations
designed by the Engineer. If material is shipped by rail, the car weight may be accepted
provided that only the actual weight of material be paid for. However, car weights will not
be acceptable for material to be passed through mixing plants. Trucks used to haul
material being paid for by weight shall be weighed empty daily at such times as the
Engineer directs, and each truck shall bear a plainly legible identification mark.
Materials to be measured by volume in the hauling vehicle shall be hauled in approved
vehicles and measured therein at the point of delivery. Vehicles for this purpose may be
of any size or type acceptable to the Engineer, provided that the body is of such shape
that the actual contents may be readily and accurately determined. All vehicles shall be
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AC 150/5370-1OB
loaded to at least their water level capacity, and all loads shall be leveled when the
vehicles arrive at the point of delivery.
When requested by the Contractor and approved by the Engineer in writing, material
specified to be measured by the cubic yard (cubic meter) may be weighed, and such
weights will be converted to cubic yards (cubic meters) for payment purposes. Factors for
conversion from weight measurement to volume measurement will be determined by the
Engineer and shall be agreed to by the Contractor before such method of measurement of
pay quantities is used.
Bituminous materials will be measured by the gallon (liter) or ton (kilogram). When
measured by volume, such volumes will be measured at 60 F (15 C) or will be corrected
to the volume at 60 F (15 C) using ASTM D 1250 for asphalts or ASTM D 633 for tars.
Net certified scale weights or weights based on certified volumes in the case of rail
shipments will be used as a basis of measurement, subject to correction when bituminous
material has been lost from the car or the distributor, wasted, or otherwise not
incorporated in the work.
ow
When bituminous materials are shipped by truck or transport, net certified weights by
volume, subject to correction for loss or foaming, may be used for computing quantities.
0.
Cement will be measured by the ton (kilogram) or hundredweight (kilogram).
Timber will be measured by the thousand feet board measure (M.F.B.M.) actually
incorporated in the structure. Measurement will be based on nominal widths and
thicknesses and the extreme length of each piece.
The term "lump sum"when used as an item of payment will mean complete payment for
the work described in the contract.
When a complete structure or structural unit (in effect, "lump sum"work) is specified as
the unit of measurement, the unit will be construed to include all necessary fittings and
accessories.
Rental of equipment will be measured by time in hours of actual working time and
necessary traveling time of the equipment within the limits of the work. Special equipment
ordered by the Engineer in connection with force account work will be measured as
agreed in the change order or supplemental agreement authorizing such force account
work as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE
ACCOUNT WORK of this section.
When standard manufactured items are specified such as fence, wire, plates, rolled
shapes, pipe conduit, etc., and these items are identified by gage, unit weight, section
dimensions, etc., such identification will be considered to be nominal weights or
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AC 150/5370-1OB
dimensions. Unless more stringently controlled by tolerances in cited specifications,
manufacturing tolerances established by the industries involved will be accepted.
Scales for weighing materials which are required to be proportioned or measured and paid
for by weight shall be furnished, erected, and maintained by the Contractor, or be certified
permanently installed commercial scales.
Scales shall be accurate within one-half percent of the correct weight throughout the
range of use. The Contractor shall have the scales checked under the observation of the
inspector before beginning work and at such other times as requested. The intervals shall
be uniform in spacing throughout the graduated or marked length of the beam or dial and
shall not exceed one-tenth of 1 percent of the nominal rated capacity of the scale, but not
less than 1 pound (454 grams). The use of spring balances will not be permitted.
Beams, dials, platforms, and other scale equipment shall be so arranged that the operator
and the inspector can safely and conveniently view them.
Scale installations shall have available ten standard 50-pound (2.3 kilogram) weights for
testing the weighing equipment or suitable weights and devices for other approved
equipment.
Scales must be tested for accuracy and serviced before use at a new site. Platform
scales shall be installed and maintained with the platform level and rigid bulkheads at
each end.
err
Scales "overweighing" (indicating more than correct weight) will not be permitted to
operate, and all materials received subsequent to the last previous correct weighting-
accuracy test will be reduced by the percentage of error in excess of one-half of 1 percent.
In the event inspection reveals the scales have been "underweighing" (indicating less than
correct weight), they shall be adjusted, and no additional payment to the Contractor will be
allowed for materials previously weighed and recorded.
All costs in connection with furnishing, installing, certifying, testing, and maintaining ,
scales; for furnishing check weights and scale house; and for all other items specified in
this subsection, for the weighing of materials for proportioning or payment, shall be
included in the unit contract prices for the various items of the project.
When the estimated quantities for a specific portion of the work are designated as the pay
quantities in the contract, they shall be the final quantities for which payment for such
specific portion of the work will be made, unless the dimensions of said portions of the.
work shown on the plans are revised by the Engineer. If revised dimensions result in an
increase or decrease in the quantities of such work, the final quantities for payment will be
revised in the amount represented by the authorized changes in the dimensions.
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AC 150/5370-1OB
ow 90-02 SCOPE OF PAYMENT.
The Contractor shall receive and accept compensation provided for in the contract as full
payment for furnishing all materials, for performing all work under the contract in a
complete and acceptable manner, and for all risk, loss, damage, or expense of whatever
character arising out of the nature of the work or the prosecution thereof, subject to the
provisions of the subsection titled NO WAIVER OF LEGAL RIGHTS of Section 70.
When the "basis of payment" subsection of a technical specification requires that the
contract price (price bid) include compensation for certain work or material essential to the
item, this same work or material will not also be measured for payment under any other
contract item which may appear elsewhere in the contract, plans, or specifications.
aw 90-03 COMPENSATION FOR ALTERED QUANTITIES.
When the accepted quantities of work vary from the quantities in the proposal, the
Contractor shall accept as payment in full, so far as contract items are concerned,
go payment at the original contract price for the accepted quantities of work actually
completed and accepted. No allowance, except as provided for in the subsection titled
ALTERATION OF WORK AND QUANTITIES of Section 40 will be made for any increased
., expense, loss of expected reimbursement, or loss of anticipated profits suffered or
claimed by the Contractor which results directly from such alterations or indirectly from
his/her unbalanced allocation of overhead and profit among the contract items, or from
any other cause.
90-04 PAYMENT FOR OMITTED ITEMS.
As specified in the subsection titled OMITTED ITEMS of Section 40, the Engineer shall
�. have the right to omit from the work (order nonperformance) any contract item, except
major contract items, in the best interest of the owner.
1' Should the Engineer omit or order nonperformance of a contract item or portion of such
item from the work, the Contractor shall accept payment in full at the contract prices for
any work actually completed and acceptable prior to the Engineer's order to omit or
nonperform such contract item.
Acceptable materials ordered by the Contractor or delivered on the work prior to the date
of the Engineer's order will be paid for at the actual cost to the Contractor and shall
thereupon become the property of the owner.
In addition to the reimbursement hereinbefore provided, the Contractor shall be
reimbursed for all actual costs incurred for the purpose of performing the omitted contract
item prior to the date of the Engineer's order. Such additional costs incurred by the
w• Contractor must be directly related to the deleted contract item and shall be supported by
certified statements by the Contractor as to the nature the amount of such costs.
fm 90-05 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK.
Extra work, performed in accordance with the subsection titled EXTRA WORK of Section
40, will be paid for at the contract prices or agreed prices specified in the change order or
law
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AC 150/5370-1OB
supplemental agreement authorizing the extra work. When the change order or
supplemental agreement authorizing the extra work requires that it be done by force
account, such force account shall be measured and paid for based on expended labor,
equipment, and materials plus a 15% allowance for overhead and profit.
a. Miscellaneous. No additional allowance will be made for general
superintendence, the use of small tools, or other costs for which no specific
allowance is herein provided.
b. Comparison of Record. The Contractor and the Engineer shall compare
records of the cost of force account work at the end of each day. Agreement
shall be indicated by signature of the Contractor and the Engineer or their
duly authorized representatives.
c. Statement. No payment will be made for work performed on a force account
basis until the Contractor has furnished the Engineer with duplicate itemized
statements of the cost of such force account work detailed as follows:
(1) Name, classification, date, daily hours, total hours, rate and extension
for each laborer and foreman.
(2) Designation, dates, daily hours, total hours, rental rate, and extension
for each unit of machinery and equipment.
(3) Quantities of materials, prices, and extensions.
(4) Transportation of materials.
(5) Cost of property damage, liability and workman's compensation
insurance premiums, unemployment insurance contributions, and
social security tax.
Statements shall be accompanied and supported by a receipted invoice for all materials
used and transportation charges. However, if materials used on the force account work
are not specifically purchased for such work but are taken from the Contractor's stock,
then in lieu of the invoices the Contractor shall furnish an affidavit certifying that such
materials were taken from his/her stock, that the quantity claimed was actually used, and
that the price and transportation claimed represent the actual cost to the Contractor.
90-06 PARTIAL PAYMENTS.
Partial payments will be made at least once each month as the work progresses. Said
payments will be based upon estimates prepared by the Engineer of the value of the work
performed and materials complete in place in accordance with the contract, plans, and
specifications. Such partial payments may also include the delivered actual cost of those
materials stockpiled and stored in accordance with the subsection titled PAYMENT FOR
MATERIALS ON HAND of this section.
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AC 150/5370-1OB
No partial payment will be made when the amount due the Contractor since the last
ow estimate amounts to less than five hundred dollars.
From the total of the amount determined to be payable on a partial payment, 5 percent of
such total amount will be deducted and retained by the owner until the final payment is
40 made, except as may be provided (at the Contractor's option) in the subsection titled
PAYMENT OF WITHHELD FUNDS of this section. The balance (95 percent) of the
amount payable, less all previous payments, shall be certified for payment. Should the
"" Contractor exercise his/her option, as provided in the subsection titled PAYMENT OF
WITHHELD FUNDS of this section, no such 10 percent retainage shall be deducted.
ow When not less than 95 percent of the work has been completed the Engineer may, at
his/her discretion and with the consent of the surety, prepare an estimate from which will
be retained an amount not less than twice the contract value or estimated cost, whichever
.W is greater, of the work remaining to be done. The remainder, less all previous payments
and deductions, will then be certified for payment to the Contractor.
Vivo It is understood and agreed that the Contractor shall not be entitled to demand or receive
partial payment based on quantities of work in excess of those provided in the proposal or
covered by approved change orders or supplemental agreements, except when such
wo excess quantities have been determined by the Engineer to be a part of the final quantity
for the item of work in question.
No No partial payment shall bind the owner to the acceptance of any materials or work in
place as to quality or quantity. All partial payments are subject to correction at the time of
final payment as provided in the subsection titled ACCEPTANCE AND FINAL PAYMENT
of this section.
90-07 PAYMENT FOR MATERIALS ON HAND.
Partial payments may be made to the extent of the delivered cost of materials to be
incorporated in the work, provided that such materials meet the requirements of the
contract, plans, and specifications and are delivered to acceptable sites on the airport
property or at other sites in the vicinity that are acceptable to the owner. Such delivered
costs of stored or stockpiled materials may be included in the next partial payment after
the following conditions are met:
UW a. The material has been stored or stockpiled in a manner acceptable to the
Engineer at or on an approved site.
00 b. The Contractor has furnished the Engineer with acceptable evidence of the
quantity and quality of such stored or stockpiled materials.
c. The Contractor has furnished the Engineer with satisfactory evidence that the
material and transportation costs have been paid.
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AC 150/5370-1OB
d. The Contractor has furnished the owner legal title (free of liens or
encumbrances of any kind) to the material so stored or stockpiled.
e. The Contractor has furnished the owner evidence that the material so stored or
stockpiled is insured against loss by damage to or disappearance of such
materials at anytime prior to use in the work.
It is understood and agreed that the transfer of title and the owner's payment for such
stored or stockpiled materials shall in no way relieve the Contractor of his/her
responsibility for furnishing and placing such materials in accordance with the
requirements of the contract, plans, and specifications.
In no case will the amount of partial payments for materials on hand exceed the contract
price for such materials or the contract price for the contract item in which the material is
intended to be used.
No partial payment will be made for stored or stockpiled living or perishable plant
materials.
The Contractor shall bear all costs associated with the partial payment of stored or
stockpiled materials in accordance with the provisions of this subsection.
90-08 PAYMENT OF WITHHELD FUNDS.
At the Contractor's option, he/she may request that the owner accept (in lieu of the 5
percent retainage on partial payments described in the subsection titled PARTIAL
PAYMENTS of this section) the Contractor's deposits in escrow under the following
conditions.
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a. The Contractor shall bear all expenses of establishing and maintaining an
escrow account and escrow agreement acceptable to the owner.
b. The Contractor shall deposit to and maintain in such escrow only those
securities or bank certificates of deposit as are acceptable to the owner and
having a value not less than the 5 percent retainage that would otherwise be
withheld from partial payment.
c. The Contractor shall enter into an escrow agreement satisfactory to the owner.
d. The Contractor shall obtain the written consent of the surety to such agreement.
90-09 ACCEPTANCE AND FINAL PAYMENT.
When the contract work has been accepted in accordance with the requirements of the
subsection titled FINAL ACCEPTANCE of Section 50, the Engineer will prepare the final
estimate of the items of work actually performed. The Contractor shall approve the
Engineer's final estimate or advise the Engineer of his/her objections to the final estimate
which are based on disputes in measurements or computations of the final quantities to
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FAA General Provisions Security Gate Replacement
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Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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be paid under the contract as amended by change order or supplemental agreement. The
Contractor and the Engineer shall resolve all disputes (if any) in the measurement and
computation of final quantities to be paid within 30 calendar days of the Contractor's
receipt of the Engineer's final estimate. If, after such 30-day period, a dispute still exists,
the Contractor may approve the Engineer's estimate under protest of the quantities in
dispute, and such disputed quantities shall be considered by the owner as a claim in
.w accordance with the subsection titled CLAIMS FOR ADJUSTMENT AND DISPUTES of
Section 50.
After the Contractor has approved, or approved under protest, the Engineer's final
estimate, final payment will be processed based on the entire sum, or the undisputed sum
in case of approval under protest, determined to be due the Contractor less all previous
payments and all amounts to be deducted under the provisions of the contract. All prior
partial estimates and payments shall be subject to correction in the final estimate and
payment.
4W
If the Contractor has filed a claim for additional compensation under the provisions of the
subsection titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under
.w the provisions of this subsection, such claims will be considered by the owner in
accordance with local laws or ordinances. Upon final adjudication of such claims, any
additional payment determined to be due the Contractor will be paid pursuant to a
a• supplemental final estimate.
END OF SECTION 90
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SUPPLEMENTARY CONDITIONS
SECTION I. BIDDING INFORMATION
Federal Wage Rate Schedules. Add the following:
The Contractor shall pay the highest prevailing wage rate by trade or occupation
of either the federal labor rate schedules contained in these documents or as
specified by the State of Washington, Department of Labor and Industries. The
federal labor rate schedules contained in these documents are current at the
time of printing. Latest prevailing wage rates for the State of Washington may be
obtained from:
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Industrial Statistician
State of Washington, Department of Labor and Industries
Im Industrial Relations Division, General Administration Building
Olympia, Washington 98504
'M Any disputes as to wage rates will be referred to the U.S. Secretary of Labor and
the Director of Labor and Industries for the State of Washington who will
determine the prevailing local wage rate for the trade in dispute.
INSURANCE AND LIABILITY
A.
The Contractor shall purchase and maintain such insurance as will protect him
from claims set forth below which may arise out of or result from the Contractor's
aw operations under the Agreement whether such operations be by himself or by
anyone directly or indirectly employed by any of them, or by anyone for whose
acts any of them may be liable.
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.
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, 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. This shall include, but not be limited to:
"- Claims under Workers' or Workmen's Compensation, disability benefit and other
similar employee benefit acts;
Claims for damages because of bodily injury, occupational sickness or disease,
or death of his employees;
Supplementary.doc Renton Municipal Airport
Supplementary Conditions Security Gate Replacement
I Phase 2
'rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com
Claims for damages because of bodily injury, sickness or disease, or death of
any person other than his employees;
Claims for damages insured by usual personal injury liability coverage which are
sustained (1) by any person as a result of an offense directly or indirectly related
to the employment of such person by the Contractor, or (2) by any other person;
Claims for damages, other than to the work itself, because of injury to or
destruction of tangible property, including loss of use resulting therefrom; and
Claims for damages because of bodily injury or death of any person or property
damage arising out of the ownership, maintenance or use of any motor vehicle.
Minimum limits of insurance coverage shall be as stated in the Contract portion
of this document and as follows: 0
(a) The Contractor shall comply with Title 51 of the Revised Code of
Washington, commonly referred to as the "Workman's Compensation
Act," and all amendments thereto. (Also referred to as Chapter 74,
Session Laws of 1911, State of Washington, and amendments thereto.)
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(b) Liability insurance for bodily injury for $1,000,000 for each person,
$1,000,000 for each occurrence.
(c) Property damage, $1,000,000 for each occurrence.
Insurance under (b) and (c) above shall include Owner and Engineer as
additional insureds.
Certificates of Insurance acceptable to the Owner shall be filed with the Owner
prior to commencement of the work.
The Contracting Agency may request a copy of the actual declaration page(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 cause for immediate termination of the
Contract at the option of the Contracting Agency.
As part of the response to this proposal, the Contractor shall submit a complete `
City of Renton Insurance Information form, which details specific coverage and
limits for this contract.
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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:
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Supplementary Conditions Security Gate Replacement
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1. Be licensed to do business within the State of Washington.
2. Coverage to be on an "occurrence" basis (Professional Liability and
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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 possess 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.
The Contractor's liability and property insurance with a completed Operations
Endorsement shall be maintained after the completion of the project for the full
warranty period. Nothing contained in these insurance requirements is to be
construed as limiting the extent of the Contractor's responsibility for payment of
damages resulting from his operations under this Agreement.
ow In case of the breach of any provision of this article, the Owner, at his option,
may take out and maintain at the expense of the Contractor such insurance as
the Owner may deem proper and may deduct the cost of such insurance from
"w any monies which may be due or become due the Contractor under this
Agreement.
Within 20 days of award of the contract the Contractor shall provide evidence of
insurance by submitting to the Contracting Agency the following:
1. City of Renton Insurance Information Form (attached herein) without
modification.
2. Certificate of Insurance (Accord Form 25s or equivalent) conforming to
.w items as specified in Sections 1-07.18(1), 1-07.18(2), and 1-07.18(3) of the
WSDOT Standard Specification as revised above. Other requirements are
as follows:
Supptementary_dac Renton Municipal Airport
Supplementary Conditions Security Gate Replacement
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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 company, its agents or representatives";
c. Amend the cancellation clause to state: "Policy may not be non-
renewed, canceled or materially changed or altered unless 45 days
prior written notice is provided to the City". Notification shall be
provided to the City by certified mail.
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.
The Contractor shall not commence work under this Agreement until he has
obtained all the insurance required hereunder and such insurance has been
reviewed by the Owner, nor shall the Contractor allow any subcontractor to
commence work on his subcontract until all similar insurance required for that 0
portion of the work has been so obtained. Review of the insurance by the Owner
shall not relieve or decrease the liability of the Contractor hereunder.
REQUIREMENTS OF WASHINGTON LAW FOR PUBLIC WORKS CONTRACTS
When the Contract Documents concern public works of the state or any county, err
municipality, or political subdivision created by its laws, the applicable sections of
the Revised Code of Washington, as amended or superseded, including the
latest additions and revisions, are incorporated by reference as part of these
Contract Documents.
These sections define the requirements of Washington law for public Contracts
and include but not limited to the following topics:
1. Concerning payments of laborers and materialmen, contributions of
Workmen's Compensation Board, prevention of liens, payment of
withholding taxes.
2. Concerning the maximum hours of labor, payment of medical care and
attention to employees, liability to workers for violation of minimum wage
rate requirements.
3. Concerning payment of claims by public officers, termination of
Agreement because of a national emergency, conditions concerning the
forfeiture of the Agreement.
4. Concerning payment of not less than prevailing wage rates, the Contractor
shall pay not less than the prevailing rate of wages in conformance with
RCW 39.12.030. Certification of wage payments by the Contractor shall
Supplementary.doc Renton Municipal Airport
Supplementary Conditions Security Gate Replacement
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be submitted to the Owner in conformance with RCW 60.28.101.
"Affidavit of Wages Paid" forms shall be delivered to all bidders in the
form of addendum to the Contract.
A schedule of minimum hourly wage rates is included within these Contract
Documents. Only Federal rates are included. Any revisions to the Federal rates
will be delivered to all bidders in the form of addendum to the Contract.
The Owner does not guarantee that labor can be procured for the minimum
wages in the wage scale. The rates of wages listed are minimum only, below
which the Contractor cannot pay. The Contractor shall ascertain for himself the
wages above the minimum set forth that he may have to pay.
It is understood and agreed that all parties to this Agreement shall determine the
contents of these applicable statutes and comply with their provisions throughout
�• the performance of the Agreement.
SAFETY
.w
The Engineer has not been retained or compensated to provide design and
construction review services relating to the Contractor's safety precaution or to means,
methods, technique, sequences or procedures required for the Contractor to perform
his work.
The Contractor will be solely and completely responsible for conditions of the work site,
including safety of all persons and property during performance of the work. This
requirement will apply continuously and not be limited to normal working hours. Safety
provisions shall conform to all applicable State, County, and local laws, ordinances and
codes.
The Contractor shall also comply with "U.S. Department of Labor Occupational Safety
and Health Act," and "Construction Safety Act" administered by the U.S. Department of
Labor, the "Manual of Accident Prevention in Construction" published by the Associated
General Contractors of America, and the "Manual on Uniform Traffic Control Devices,"
except where these are in conflict with state laws, in which case, the more stringent
requirements shall be followed.
The Contractor shall maintain at his office or other well-known place at the work site, all
articles necessary for giving first-aid to the injured, and shall establish the procedure for
the immediate removal to a hospital or a doctor's care of all persons (including
employees) who may be injured on the work site.
The duty of the Engineer to conduct construction review of the Contractor's
performance is not intended to include review of the adequacy of the Contractor's
safety measurers in, on, or near the construction site.
If death or serious injuries or serious damages are cause, the accident shall be
reported immediately by telephone or messenger to both the Engineer and the Owner.
Su,p entary.doc Renton Municipal Airport
Supplementary Conditions Security Gate Replacement
5 Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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In addition, the Contractor must promptly report in writing to the Engineer all accidents
whatsoever arising out of, or in connection with, the performance of the work whether
on, or adjacent to, the site, giving full details and statements of witnesses.
If any claim is made by anyone against the Contractor or any subcontractor on account
of any accident, the Contractor shall promptly report the facts in writing to the Engineer
giving full details of the claim.
CORRECTION OF DEFECTIVE WORK AFTER FINAL ACCEPTANCE: WA
All work shall be guaranteed for a period of two (2) years against defects in materials
and workmanship. The Contractor hereby agrees to make, at his own expense, all
repairs or replacements necessitated by defects in materials or workmanship supplied so
by him that become evident within two (2) years after the date of written notice from the
Engineer recommending final acceptance of the entire project, or entire schedule, by
the Owner. The Contractor also agrees to hold the Owner harmless from claims of any so
kind arising from damage due to said defects. The Contractor shall make all repairs
and replacements promptly upon receipt of written orders for same from the Owner. If
the Contractor fails to make the repairs and replacements promptly, the Owner may do 10
the work, and the Contractor and his surety shall be liable for the cost thereof.
NO WAIVER OF RIGHTS
Neither the inspection by the Owner, through the Engineer or any of his employees, nor
any order by the Owner for payment of money, nor any payment for, or acceptance of,
the whole or any part of the work by the Owner or Engineer, nor any extension of time,
nor any possession taken by the Owner or its employees, shall operate as a waiver of
any provision of these Contract Documents, or any power herein reserved to the
Owner, or any right to damages herein provided, nor shall any waiver of any breach in
this Agreement be held to be a waiver of any other or subsequent breach.
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LITIGATION FEES AND EXPENSES
In the event suit or action be instituted to enforce any of the terms or conditions of this
Agreement, the losing party shall pay to the prevailing party, in addition to the costs and
disbursements allowed by statute, such sum as the court may adjudge reasonable as
attorney's fees in such suit or action, in both trial and appellate courts.
End of Section
Supplementary.doc Renton Municipal Airport
Supplementary Conditions Security Gate Replacement
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Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com
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PART IV
CITY OF RENTON
L SPECIAL PROVISIONS..
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SPECIAL PROVISIONS -CONTENTS
INTRODUCTION TO THE SPECIAL PROVISIONS SP-vi
DIVISION 1 GENERAL REQUIREMENTS
1-01 DEFINITIONS AND TERMS 1
1-01.1 General (RC) Supplement.........................................................................1
1-01.3 Definitions (APWA only) Suppl ement........................................................1
1-02 BID PROCEDURES AND CONDITIONS 3
+■ 1-02.6 Preparation of Proposal (RC) Modification.................................................3
1-02.6(1) Proprietary Information (RC) New............................................................3
1-02.12 Public Opening of Proposals (RC) Suppl ement..........................................3
1-03 AWARD AND EXECUTION OF CONTRACT 3
1-03.1 Consideration of Bids (RC) Suppl ement....................................................3
1-03.2 Award of Contract Supplement..................................................................4
1-03.3 Execution of Contract (RC) Modification....................................................4
Supplement 4
1-04 SCOPE OF THE WORK 5
1-04.2 Coordination of Contract Documents, Plans, Special Provisions. ..............5
Specifications, and Addenda Modification..............................................................5
1-04.3 Contractor-Discovered Discrepancies New................................................5
r` 1-04.4 Changes Modification
Supplement 6
1-04.8 Progress Estimates and Payments (RC) Supplement................................6
1-04.11 Final Cleanup (RC) Supplement................................................................6
1-05 CONTROL OF WORK 6
1-05.3 Plans and Working Drawings Supplement.................................................6
1-05.4 Conformity With and Deviation from Plans and Stakes (APWA only) (RC)
Supplement 8
1-05.4(3) Contractor Supplied Surveying (RC) New................................................9
1-05.4(4) Contractor Provided As-Built Information (RC) New.................................9
1-05.5 Payment New..........................................................................................10
1-05.7 Removal of Defective and Unauthorized Work (APWA only) Supplement10
Y., 1-05.10 Guarantees (RC) Supplement.................................................................10
1-05.11(3) Operational Testing (APWA only) Supplement...................................11
1-05.13 Superintendents, Labor, and Equipment of Contractor New.................... 11
1-05.14 Cooperation with Other Contractors Suppl ement.....................................11
1-05.14(1) Notifications Relative to Contractor's Activities New.............................11
1-05.18 Contractor's Daily Diary New...................................................................13
1-06 CONTROL OF MATERIAL 14
1-06.1 Approval of Materials Prior to Use Suppl ement........................................14
1-06.2(1) Samples and Tests for Acceptance Supplement.................................... 14
1-06.2(2) Statistical Evaluation of Materials for Acceptance (RC) Replacement....14
Airportspecprov.doc Renton Municipal Airport
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SP-ii
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 14
1-07.1 Laws to be Observed (APWA only) Supplement....................................14
1-07.6 Permits and Licenses Supplement...........................................................15
1-07.9 Wages ...................15
..................................................................................
1-07.9(5) Required Documents Modification..........................................................15
1-07.11(11) City of Renton Affidavit of Compliance (RC) New.................................15
1-07.13 Contractor's Responsibility for Work........................................................15
1-07.13(1) General (RC) Supplement....................................................................15
1-07.14 Responsibility for Damage Modification...................................................16
1-07.15 Temporary Water Pollution/Erosion Control Supplement.........................16
1-07.16(1) Private/Public Property (RC) Supplement.............................................16
1-07.17 Utilities and Similar Facilities Supplement................................................17
1-07.17(1) Interruption of Services New................................................................18
1-07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (APWA ONLY)
REPLACEMENT 19
1-07.18(1) General (RC)........................................................................................19 sir
1-07.18(2) Coverages (RC) ...................................................................................19
1-07.18(3) Limits (RC)...........................................................................................21
1-07.18(4) Evidence of Insurance..........................................................................22
1-07.22 Use of Explosives (RC) Supplement........................................................22
1-07.23 Public Convenience and Safety...............................................................22
1-07.23(1) Construction Under Traffic Supplement...............................................22
1-07.23(1)a Airport Security, Air Operations Area New...........................................23
1-08 PROSECUTION AND PROGRESS 24
1-08.0(1) Preconstruction Conference (APWA only) Supplement..........................24
1-08.1 Subcontracting (APWA only) Supplement.............................................26
1-08.2 Assignment Modification..........................................................................26
1-08.3 Progress Schedule Supplement...............................................................26
1-08.5 Time for Completion (Contract Time) (APWA only) Modification.............27 '
1-08.6 Suspension of Work Suppl ement.............................................................29
Supplement 29
1-08.9 Liquidated Damages Supplement............................................................29
1-08.10 Termination of Contract...........................................................................29
1-08.10(6) Removal of Equipment New.................................................................29
1-08.11 Contractor's Plant and Equipment (RC) New...........................................29
1-08.12 Attention to Work (RC) New ........30
............................................................
1-09 MEASUREMENT AND PAYMENT 30
1-09.1 Measurement of Quantities Supplement..................................................30 wiY
1-09.3 Scope of Payment(RC) Supplement.......................................................31
1-09.7 Mobilization Supplement..................................................
1-09.9 Payments (APWA only) Supplement.....................................................32
1-09.9(1) Retainage Supplement...........................................................................32
1-09.11 Disputes and Claims................................................................................33
1-09.11(2) Claims (RC) Supplement......................................................................33
1-09.13 Claims Resolution........................ ....................33 '
........................................
1-09.13(3)B Procedures to Pursue Arbitration (RC) Supplement.............................33
1-10 TEMPORARY TRAFFIC CONTROL 33
Renton Municipal Airport
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1-10.1 General Supplement................................................................................33
1-10.2(1)B Traffic Control Supervisor (RC) Modification........................................35
1-10.2(2) Traffic Control Plans (RC) Suppl ement..................................................35
dw 1-10.3 Flagging, Signs, and All Other Traffic Control Devices Supplement........35
1-10.3(3) Construction Signs (RC) Modification.....................................................35
1-10.4 Measurement Replacement.....................................................................35
,.� 1-10.5 Payment (RC) Replacement....................................................................35
1-11 RENTON SURVEYING STANDARDS (RC) NEW 36
1-11.1(1) Responsibility for Surveys......................................................................36
1-11.1(2) Survey Datum and Precision..................................................................36
1-11.1(3) Subdivision Information..........................................................................37
1-11.1(4) Field Notes.............................................................................................37
1-11.1(5) Corners and Monuments........................................................................38
1-11.1(6) Control or Base Line Survey...................................................................38
1-11.1(7) Precision Levels.....................................................................................39
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1-11.1(8) Radial and Station -Offset Topography ................................................39
1-11.1(9) Radial Topography.................................................................................39
1-11.1(10) Station-Offset Topography.................................................................39
1-11.1(11) As-Built Survey.....................................................................................39
1-11.1(12) Monument Setting and Referencing.....................................................40
1-11.2 Materials..................................................................................................41
1-11.2(1) Property/Lot Corners..............................................................................41
1-11.2(2) Monuments............................................................................................41
1-11.2(3) Monument Case and Cover....................................................................41
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 42
2-01.1 Description Supplement...........................................................................42
2-01.2 Disposal of Usable Material and Debris Supplement...............................42
2-01.5 Payment Supplement..............................................................................42
W.
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 42
2-02.1 Description Supplement........................................................
2-02.3(3) Removal of Pavement, Sidewalks, and Curbs (RC) Modification ...........42
2-02.3(4) Cutting Pavement, Sidewalks, and Curbs New......................................43
2-02.4 Measurement Replacement.....................................................................43
2-02.5 Payment (RC) Supplement......................................................................43
2-03 ROADWAY EXCAVATION AND EMBANKMENT 43
2-03.3 Construction Requirements (RC) Suppl ement.........................................43
2-03.3(14)E Unsuitable Foundation Excavation (RC) Supplement...........................44
2-03.5 Payment (RC) Modification......................................................................44
2-04 HAUL 44
2-04.5 Payment (RC) Supplement.......................................
2-06 SUBGRADE PREPARATION 44
2-06.5 Measurement and Payment (RC) Suppl ement.........................................44
3-01 PRODUCTION FROM QUARRY AND PIT SITES 45
3-01.4 Contractor-Furnished Material Sources Supplement...............................45
Airportspecprov.doc Renton Municipal Airport
Security Gate Replacement
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'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
SP-iv
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3-01.6 Payment Replacement............................................................................45
5-04 HOT MIX ASPHALT 47
5-04.3(7)A Mix Design.............................................................................................47
5-04.3(8)A Acceptance Sampling and Testing-HMA Mixture.................................47
5-04.3(13) Surface Smoothness..............................................................................47
5-04.5 Payment.......................................................................................................48
5-04.5(1)A Price Adjustments for Quality of HMA....................................................48
5-04.5(1)B Price Adjustments for Quality of HMA Compaction................................49
6-02 CONCRETE STRUCTURES 50
6-02.1 Description Supplement..............................................................................50
6-02.4 Measurement Supplement..........................................................................50
6-02.5 Payment Supplement.................................................................................50
8-12 CHAIN LINK FENCE AND WIRE FENCE 52
8-12.1 Description Supplement...........................................................................52
8-12.2 Materials Replacement............................................................................52
8-12.3 Construction Requirements Repl acement...............................................52
8-12.3A Remove Chain Link Fence: New.............................................................52
8-12.3B Chain Link Fence, 7 foot: New............................ ........52
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8-12.3C Temporary Chain Link Fence: New.........................................................53
8-12.4 Measurement (RC) New..........................................................................54
8-12.4 Payment (RC) New................................................. .....54 wr
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8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 54
8-20.1 Description Supplement...........................................................................54
8-20.3(5) Conduit (RC) Replacement....................................................................54
8-20.3(9) Bonding, Grounding (RC) Replacement.................................................56
8-20.3(10) Service (RC) Repl acement...................................................................56
8-20.3(14)C Induction Loop Vehicle Detectors (RC) Modification.............................56
8-20.3(14)D Test for Induction Loops and Lead-in Cable (RC) Supplement............56
8-20.4 Measurement (RC) Replacement............................................................56
8-20.5 Payment (RC) New..................................................................................57
8-21 PERMANENT SIGNING 58
8-21.3(5) Sign Relocation Supplement..................................................................58
8-21.5 Payment Supplement.............................................................................58 r
8-26 SECURITY GATES 58
8-26.1 Description New.......................................................................................58
8-26.2 Materials New.........................................................................................58
8-26.3 Construction Requirements New.............................................................58
8-26.3(1) Security Gate Type "A„ New...................................................................59
8-26.3(2) Security Gate Type "B" New......................... '
8-26.3(3) Security Gate Type «C" New..................................................................61
8-26.3(4) Security Gate Type "D„ New..................................................................61
8-26.3(5) Security Gate Type "E„ New...................................................................61
8-26.4 Measurement New...................................................................................62
8-26.5 Payment New..........................................................................................62
Renton Municipal Airport
Security Gate Replacement
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..
SP-v
"` 8-27 SECURITY GATE ACTUATORS AND CONTROLS 62
8-27.1 Description New.......................................................................................62
8-27.2 Materials New.........................................................................................62
ow 8-27.3 Construction Requirements New.............................................................63
8-27.3(1) Security Gate Controls Type "A" New....................................................64
8-27.3(2) Security Gate Controls Type"B" New....................................................64
8-27.3(3) Security Gate Controls Type "C" New....................................................64
8-27.3(4) Remote Gate Location "V-11" ................................................................64
8-27.4 Measurement New...................................................................................65
.r 8-27.5 Payment New..........................................................................................65
9-00 DEFINITIONS AND TESTS 66
9-00(A) Recycled Materials (RC) Supplement......................................................66
9-02 BITUMINOUS MATERIALS 66
9-02.1 Asphalt Material, General ........................................................................66
9-02.1(10) Loop Sealant (RC) New.......................................................................66
9-03 AGGREGATES 66
9-03.8(6)A Basis of Acceptance (RC) Replacement..............................................66
9-23 CONCRETE CURING MATERIALS AND ADMIXTURES 67
9-23.9 Fly Ash (RC) Supplement........................................................................67
r
9-29 ILLUMINATION, SIGNALS, ELECTRICAL 68
9-29.1 Conduit (RC) Supplement........................................................................68
9-29.3 Conductors, Cable (RC) Modification.......................................................68
9-29.18(1) Induction Loop Detectors (RC) Supplement.........................................68
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Airportspecprov.doc Renton Municipal Airport
r, Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com
SP-vi
INTRODUCTION TO THE SPECIAL PROVISIONS
The work on this project shall be accomplished in accordance with the Standard Specifications for Road,
Bridge and Municipal Construction, 2006 English edition, including the Section 1-99 APWA Supplement,
as amended, as issued by the Washington State Department of Transportation (WSDOT) and the
American Public Works Association (APWA), Washington State Chapter (hereafter "Standard
Specifications").
The Standard Specifications, as modified or supplemented by these Special Provisions, shall govern all of
the Work. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard
Specifications is meant to pertain only to that particular portion of the section, and in no way should it be
interpreted that the balance of the section does not apply.
Also incorporated into the Contract Documents by reference are:
Manual on Uniform Traffic Control Devices for Streets and Highways, current edition
Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition
City of Renton Standard Plans
Contractor shall obtain copies of these publications, at Contractor's own expense. 40
DESCRIPTION OF WORK
The work to be performed under this Contract consists of furnishing of materials, equipment, tools, labor, to
and other work or items incidental thereto (excepting any materials, equipment, utilities, or service, if any
specified herein to be furnished by Owner or others), and performing all Work as required by the Contract
in accordance with the Contract Documents, all of which are made a part hereof.
r1
The Work is including but not limited to, saw cutting, removal of, and placement of, asphalt concrete
pavement or cement concrete pavement and foundation improvements, removal of old fence, placement
of new fence, removal of old gates, placement of new gates, and vehicle sensor loops, and all other work
necessary to complete the project as specified and shown in the Contract Documents.
�k �k IMPORTANT—PLEASE READ
These Special Provisions supplement, add new, replace, or modify the combined Standard Specifications
and Amendments. For clarification of the purpose of the sections provided, these Special Provisions have
the following added section descriptors:
Supplement: Text supplements, slightly modifies, or adds clarification to the identified section of the
Standard Specifications.
New: Item/specification is unique to this project and will not be found in the Standard
Specifications.
Replacement. A replacement of the entire identified section or subsection of the Standard
Specifications.
Modification: A replacement of the identified sentence or paragraph of the Standard Specifications. 96
WSDOT GSP: A WSDOT General Special Provision applicable to this project, or required to be inserted
in the specifications of all projects with Federal Aid.
The notation "RC"after a section heading denotes a City of Renton standard provision.
Ifni
Renton Municipal Airport
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00
SP-1
DIVISION 1
GENERAL REQUIREMENTS
1-01 DEFINITIONS AND TERMS
1-01.1 General (RC) Supplement
Whenever reference is made to the State, 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.
1-01.3 Definitions (APWA only) Supplement
Whenever the words "as directed", "as required", "as permitted", or words of the like effect are
used, it shall be understood that the direction, requirement or permission of Owner and
Engineer is intended. The words "sufficient", "necessary", "proper", and the like shall mean
,�. sufficient, necessary or proper in the judgment of Owner and Engineer. The words "approved",
"acceptable", "satisfactory" or other words of like import shall mean approved by or acceptable
to Owner and Engineer.
Act of god (RC)
"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(RC)
The Contracting Agency's design consultant, who may or may not administer the construction
program for the Contracting Agency.
Contract Price
Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in
aw properly executed change orders.
Days
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 who is a currently licensed registered
engineer in the State of Washington, or an authorized member of a licensed consulting firm
retained by Owner for the construction engineering of a specific public works project.
Inspector
Owner's authorized representative assigned to make necessary observations of the work
performed or being performed, or of materials furnished or being furnished by Contractor.
Airportspecprov.doc Renton Municipal Airport
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SP-2 Division 1-General Requirements
Or Equivalent(RC)
Where the term "or equivalent" 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 ri
shall be entirely borne by the Contractor.
Owner(RC) ,w
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.
Points
Wherever reference is made to Engineer's points, this shall mean all marks, bench marks,
reference points, stakes, hubs, tack, etc., established by Engineer for maintaining horizontal
and vertical control of the work.
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Provide
Means"furnish and install" as specified and shown in the Plans.
Plans(RC)
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.
66
Secretary, Secretary of Transportation (RC)
The chief executive officer of the Department and other authorized representatives. The chief
executive officer to the Department shall also refer to the Department of w
Planning/Building/Public Works Administrator.
Shop Drawings
Same as "Working Drawings"defined in the Standard Specifications.
Special Provisions(RC)
Modifications to the Standard Specifications 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.
Renton Municipal Airport
Security Gate Replacement
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Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
1AW
Division 1—General Requirements SP-3
..
State (RC)
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 Engineer at request of Contractor by means of drawings or
documents necessary, in the opinion of Engineer, for the proper execution of the work. Such
drawings and instructions are consistent with the Contract Documents.
.. 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
1-02.6 Preparation of Proposal (RC) Modification
Replace the introductory sentence and item 1 of the third paragraph with the following:
All prices shall be in legible figures and words 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), each unit price shall also be written in words; where a conflict arises,
the written words shall prevail.
1-02.6(1) Proprietary Information (RC) New
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 Owner will give notice to the vendor of any request
for disclosure of such information received within 5 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.
1-02.12 Public Opening of Proposals (RC) Supplement
The Contracting Agency reserves the right to postpone the date and time for bid opening.
Notification to bidder will be by addenda.
1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of Bids (RC) Supplement
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.
Airportspecprov.doc Renton Municipal Airport
+® Security Gate Replacement
Phase 2
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SP-4 Division 1-General Requirements
1-03.2 Award of Contract Supplement
The award of contract, if made, will be made to the lowest responsible bidder. No award will be
made until necessary investigations are made by Owner as to the responsibility of the apparent
low bidder. Owner shall be the sole judge as to the responsibility of the bidder to satisfactorily
perform the work as specified and within the time limit set.
A contract will not be awarded until Owner is satisfied that the lowest bidder is familiar with the sir
class of work contemplated and has the necessary capital, tools, and experience to
satisfactorily perform the work within the time stated. Completion of the work within the time
stated is essential, and prior commitments of the bidder, failure to complete other work on time, 46
or reasonable doubt as to whether the bidder would complete the work on time would be cause
for the rejection of any bid.
Owner further reserves the right to award the contract for the work subject to budget restraints, ON
Owner's successful completion of financing arrangements, or upon obtaining all rights of entry
from adjacent property owners.
r
A Notice of Award will be forwarded by the Engineer on behalf of Owner to the successful
Contractor, which notice will also state the place and date of the preconstruction conference.
The contract, bond form, and all other forms requiring execution 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.
. rrr
1-03.3 Execution of Contract (RC) Modification
The first sentence of the section is replaced by the following:
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. 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.
Supplement
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, uir,
the Contracting Agency 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
Contractor's 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.
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Renton Municipal Airport
Security Gate Replacement 46
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
4111
No
Division 1—General Requirements SP-5
.r
1-04 SCOPE OF THE WORK
1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
..� Specifications,and Addenda Modification
Contractor shall keep at least one copy of the Contract Documents constantly accessible at the
construction site.
Delete the second paragraph of this section and replace it with the following:
Any inconsistency in the parts of the Contract shall be resolved by following this order of
precedence (with 1 being the highest order of precedence):
1. Change Orders (if any)
2. Agreement Form
3. Addenda (if any)
4. Proposal
5. FAA General Provisions
6. City of Renton Special Provisions
7. Contract Plans
8. Standard Plans/Details
9. Amendments to the WSDOT/APWA Standard Specifications
10. 1-99 APWA Supplement to the WSDOT/APWA Standard Specifications
11. WSDOT/APWA Standard Specifications
12. WSDOT/APWA Standard Plans
,,,., 1-04.3 Contractor-Discovered Discrepancies New
Upon receipt of award of contract, Contractor shall carefully study and compare all the
components of the Contract Documents and other instructions, and check and verify all field
40 measurements. Contractor shall, prior to ordering material or performing work, report in writing
to Engineer any error, inconsistency, or omission in respect to design or mode of construction,
which is discovered. If 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
Contractor's duty to inform Engineer immediately in writing, and Engineer will promptly check
r0 the same. Any work done after such discovery, until correction of Plans or authorization of
extra work is given, if Engineer finds that extra work is involved, will be done at Contractor's
risk. If extra work is involved, the procedure shall be as provided in Section 1-04.4 of the
,,o Standard Specifications.
1-04.4 Changes Modification
am Delete the last two paragraphs of this section. Cost Reduction Incentive Proposals will not be
considered on this project.
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Airportspecprov.doc Remon Municipal Airport
,,,,, Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vwvw.bxwa.com
*W
SP-6 Division 1—General Requirements
Supplement
Contractor-Requested Alternate Design or Materials
In the event that Contractor shall request, or submit, an alternate design or material for some
portions of the work, Engineer will consider such alternative designs with reasonable
promptness. Such request for either a design review from alternate plans submitted by
Contractor, or request for a redesign initiated by Contractor, as set forth above, shall be made
in writing to Engineer. When Contractor submits plans for an alternate design, it shall be in the
form of reproducible drawings.
For each proposed substitution, Contractor shall submit samples, descriptive and technical as
data, and reports of tests to Engineer for approval. Contractor shall also indicate the difference
in contract cost by reason of the proposed substitution. No substitute items shall be furnished
or installed without Engineer's written approval. so
If requested by Contractor, Engineer will perform an engineering redesign of the work to assure
its compatibility within the framework of the complete operating list or system ready for use
between the contract limits. The cost of the engineering review of the proposed alternate, or
the cost of an engineering redesign as requested by Contractor if performed by Owner or its
authorized representatives will be billed to Contractor at the rate of 3 times the direct payroll
costs, plus direct expenses.
Contractor shall reimburse Owner for any resulting additional engineering charges and for any
charges for changes in the work of other Contractors resulting from such substitution.
1-04.8 Progress Estimates and Payments (RC) Supplement
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 (RC) Supplement rr
3. 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.
Final clean up shall be considered incidental to the contract and to other pay items and no
further compensation shall be made.
1-05 CONTROL OF WORK
1-05.3 Plans and Working Drawings Supplement
The Contractor shall submit supplemental working drawings as required for the performance of
the work. The drawings shall be on sheets measuring 22 by 34 inches or on sheets with
dimensions in multiples of 8 1/2 by 11 inches.
Renton Municipal Airport
Security Gate Replacement a
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
Division 1-General Requirements SP-7
arr
Shop drawings and/or catalog cuts shall be furnished by Contractor for all items indicated in
various sections of the Contract Documents and as requested by Engineer. A minimum of 5
copies shall be submitted for Engineer's review; additional copies required by Contractor shall
be submitted at the same time. Contractor's copies will be returned with the appropriate action
to take marked.
..� Drawings shall show the name of the project, the name of Contractor and, if any, the names of
suppliers, manufacturers and subcontractors. Shop drawings shall be submitted promptly and
in orderly sequence so as to cause no delay in prosecution of the Work.
After review of said drawings, Engineer will return 2 copies to Contractor with any comments
noted thereon. If so noted by Engineer, Contractor shall correct the drawings and resubmit 5
copies of them in the same manner as specified for the original submittals within one week after
.. receipt of the reviewed drawings. Contractor, in the letter of transmittal accompanying
resubmitted shop drawings, shall direct specific attention to any revisions other than the
corrections requested by Engineer on previous submittals.
Review by Engineer is only for general conformance with the design concept of the project and
general compliance with the Contract Documents and shall not be construed as relieving
Contractor of the full responsibility for: providing materials, equipment and work required by the
Contract, the proper fitting and construction of the Work; the accuracy and completeness of the
shop drawings; selecting fabrication processes and techniques of construction; and performing
the Work in a safe manner.
One copy of all reviewed shop drawings shall be kept accessible at the construction site.
NO SHOP DRAWINGS SHALL BE DISTRIBUTED FOR FIELD USE WITHOUT
APPROPRIATE ENGINEER'S AND CONTRACTOR'S STAMP.
If Contractor believes that any shop drawing or communication relative thereto calls for changes
' in the Work for which the Contract amount or time for completion should be changed,
Contractor shall not proceed with the changes in the Work so called for and shall promptly
provide to Engineer in writing an estimate of the requested changes in the Contract amount and
time for completion. No payment for changes in the Work will be made and no change in the
time for completion by reason of changes in the Work will be made, unless the changes are
covered by a written change order approved by Owner in advance of Contractor's proceeding
with the changed Work.
All authorized alterations affecting the requirements and information given in the Plans shall be
in writing.
Add the following to the second paragraph:
All such drawings, specifications and copies thereof prepared or furnished by Engineer are
Engineer's property. They are not to be used on other work.
Airportspecprov.doc Renton Municipal Airport
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16
SP-8 Division 1-General Requirements
Will
1-05.4 Conformity With and Deviation from Plans and Stakes
(APWA only) (RC) Supplement
A Contractor-supplied surveyor shall provide construction stakes and marks establishing lines,
slopes, and grades as stipulated in Sections 1-05.4(1) and 1-05.4(2) and will perform such work
per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions,
elevations, and excavation slopes measured from the Engineer or Contractor supplied surveyor
furnished stakes and marks. The Contractor shall provide a work site that has been prepared
to permit construction staking to proceed in a safe and orderly manner. The Contractor shall
keep the Engineer and Contractor-supplied surveyor informed of staking requirements and
provide at least 48 hours' notice to allow the Engineer or Contractor supplied surveyor adequate ►
time for setting stakes.
The Contractor shall carefully preserve stakes, marks, and other references 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 err
original control points set by the Engineer still exist, or unless other satisfactory substantiating
evidence to prove the error is furnished 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 go
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.
+rr
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f..
Division 1-General Requirements SP-9
00
1-05.4(3) Contractor Supplied Surveying (RC) New
If no bid item "Contractor Supplied Surveying" 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.
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 of the Standard
Specifications and these Special Provisions.
The Contractor and/or Surveyor shall inform the Engineer in writing of any errors,
discrepancies, and omissions to the Plans that prevent the Contractor and/or 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/her work with the Surveyor and perform his/her 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, per Section
1-05.4(4) of these Special Provisions. The Contractor shall coordinate his/her operations and
assist the Surveyor in maintaining accurate As-Built records for the project.
1-05.4(4) Contractor Provided As-Built Information (RC) New
It shall be the Contractor's 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/her 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 of these Special Provisions. 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, Hydrants, Major Changes in Design Grade.
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 Surveyor has plotted the notes of the Contractor
locating existing utilities, and one set of white prints of the project drawings upon which
Surveyor has plotted the as-built location of the new work as Surveyor recorded in the field
book(s). This drawing shall bear the surveyors seal and signature certifying its accuracy.
All costs for as-built work shall be included in the contract item "Contractor Supplied Surveying".
Airportspecprov.doc Renton Municipal Airport
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AW
i
SP-10 Division 1—General Requirements
1-05.5 Payment New
If the Contractor and 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 moneys owed to the Contractor.
1-05.7 Removal of Defective and Unauthorized Work (APWA only) Supplement
Contractor shall promptly replace and re-execute work by Contractor forces, in accordance with
the intent of the Contract and without expense to Owner, and shall bear the expense of making
good all work of other Contractors destroyed or damaged by such removal or replacement.
If Contractor does not remove such condemned work and materials and commence re-
execution of the work within 7 calendar days of notice from Engineer, Owner may correct the
same as provided in the Standard Specifications. In that case, Owner may store removed '
material.
If Contractor does not pay the cost of such removal and storage within 10 calendar days from
the date of the notice to Contractor of the fact of such removal, 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 moneys due to Contractor, including costs of sale, and
accounting to Contractor for the net proceeds remaining. Owner may bid at any such sale.
Contractor shall be liable to Owner for the amount of any deficiency from any funds otherwise
due Contractor.
1-05.10 Guarantees (RC) Supplement
If, within one year after the Acceptance Date of the Work by the Contracting Agency, defective
and 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 unauthorized Work, or if an emergency exists, the Contracting Agency reserves the right to
have defective and unauthorized Work corrected or removed and replaced pursuant to Section �Ir
1-05.7.
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 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 or 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.
Renton Municipal Airport
Security Gate Replacement
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vwwv.bxwa.com
dill
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Division 1-General Requirements SP-11
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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(3) Operational Testing (APWA only) Supplement
Unless otherwise noted in the Contract Documents, Contractor shall give Engineer a minimum
of 3 working days' notice of the time for each test and inspection. If the inspection is by another
authority than Engineer, Contractor shall give Engineer a minimum of 3 working days' notice of
the date fixed for such inspection. Required certificates of inspection by other authority than
Engineer shall be secured by Contractor.
1-05.13 Superintendents, Labor, and Equipment of Contractor New
The following requirement shall apply to the Contractor, subcontractors, suppliers and any other
organization engaged by the Contractor to perform work on the contract:
All vehicles, machinery, rolling stock and equipment (excluding hand tools and non-rolling but
portable unmanned tools and equipment) on the jobsite or traveling to and from jobsite on City
Right of Way shall be clearly marked with logos, signs or symbols, identifying the organization
by name, and telephone number or other contact information, all readily visible to the public.
Leased or rented equipment which is clearly marked with similar information from its owner is
■„ excluded from the foregoing requirement.
1-05.14 Cooperation with Other Contractors Supplement
Contractor shall afford 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 Contractor's work with theirs.
Other utilities, districts, agencies, and contractors who may be working within the project area
are:
ow
1. Puget Sound Energy(gas and electric)
2. AT&T Broadband
3. Owest Communications
4. City of Renton (water, sewer, transportation)
The Contractor shall coordinate with City of Renton on tying into existing electrical service
�., cabinet.
1-05.14(1) Notifications Relative to Contractor's Activities New
Contractor shall notify the following listed agencies and individuals, prior to commencement of
the work, and submit to these agencies/individuals:
a. The name(s) of the construction superintendent in responsible charge, and other
individuals having full authority to execute the orders or directions of Engineer, in the
event of an emergency.
b. The time of the commencement and completion of work.
Airportspecprov.doc Renton Municipal Airport
Security Gate Replacement
Phase 2
?rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com
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SP-12 Division 1-General Requirements
WIN
c. Names of streets or locations of alleys to be closed.
d. Schedule of operations.
e. Routes of detours where possible.
f. Planned utility shutdown times and locations.
g. Construction staging.
Notification shall be written, with a copy delivered to Engineer 5 days prior to the 4'
commencement of work on the project.
Contractor must notify the same parties, in writing, of all changes to any of the above items 40
during the project.
The following addresses and telephone numbers of public and franchise utilities and public 46
services are supplied for the Contractor's convenience.
City of Renton Greg Karalus, P.E. so
Fire Department Boeing Facilities Asset Management
1055 South Grady Way Central Region— Renton
Renton, Washington 98055 P.O. Box 3707 MC 93-03
Attn: Jim Gray Seattle, Washington 98124-2207
Telephone: (425) 430-7023 Telephone: (425) 237-8821
City of Renton Underground Utilities Location Center
Police Department ("One-Call"Center)
1055 South Grady Way 1-800-424-5555
Renton, Washington 98055
Attn: Garry Anderson, Chief '
Telephone: (425) 430-7503
Attn: Sherry Smith, Admin. Sec.
Telephone: (425) 430-7507 r
City of Renton City of Renton
Utility Maintenance Water Maintenance
1055 South Grady Way 1055 South Grady Way
Renton, Washington 98055 Renton, Washington 98055
Attn: Mike Stenhouse, Maint_ Svcs. Dir. Attn: Ray Sled, Water Maint. Mngr.
George Stahl, Maint. Svcs. Supv. Telephone: (425) 430-7400
Telephone: (425) 430-7400
City of Renton Owest Communications
Wastewater Maintenance 7235 South 228'h Street
1055 South Grady Way Kent, Washington 98032
Renton, Washington 98055 Attn: Ken Kobes
Attn: Ron Shaffer, Wastewater Supv. Telephone: (206) 345-3399 `
Telephone: (425) 430-7400
AT&T Broadband Puget Sound Energy
20811 84'h Avenue South, Suite 101 P.O. Box 90868, MS-XRD-01 W
Kent, Washington 98032 Bellevue, Washington 98009-0868
Attn: Mike Martos Attn: Mr. Joe Jainga
Renton Municipal Airport
Security Gate Replacement
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
Division 1—General Requirements SP-13
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Telephone: (206) 396-6405 Telephone: (425) 462-3807
1-05.18 Contractor's Daily Diary New
Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record of
this Work. This Diary will be created by pen entries in a hard-bound 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 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.
+w 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 Contractor,
Owner, or any third party in any manner.
5. Listing of any materials received and stored on- or off-site by 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 Contractor's employees working during each day by category
of employment.
9. Listing of 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
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. 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.
Airportspecprov.doc Renton Municipal Airport Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com
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SP-14 Division 1-General Requirements
rr
13. Plan markups showing locations and dimensions of constructed features to be used
by 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 Contractor's official representative on the
project.
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 Contractor and Owner that the Daily Diary maintained by
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 Contractor to
maintain this Diary in the manner described above will constitute a waiver of any such claims or
disputes by Contractor.
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 Supplement
The materials and equipment lists submitted to Engineer at the Preconstruction Conference
shall include the quantity, manufacturer and model number, if applicable, of materials and go
equipment to be installed under the Contract. This list will be checked by Engineer as to
conformity with the Contract Documents. Engineer will review the lists within 10 working days,
noting required corrections. Contractor shall make required corrections and file 2 corrected
copies with Engineer within one week after receipt of required corrections. Engineer's review
and acceptance of the lists shall not relieve 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 Supplement
The finished Work shall be in accordance with approved samples. Approval of samples by
Engineer does not relieve Contractor of responsibility for performance of the Work in
accordance with the Contract Documents.
1-06.2(2) Statistical Evaluation of Materials for Acceptance (RC) Replacement as
The City of Renton will not use statistical evaluation.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.1 Laws to be Observed (APWA only) Supplement
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
do
Renton Municipal Airport
Security Gate Replacement
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vwvw.bxwa.com
Division 1—General Requirements SP-15
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 Engineer by Contractor.
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 Contractor.
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1-07.6 Permits and Licenses Supplement
The permits, easements, and right of entry documents that have been acquired are available
for inspection and review.
Contractor shall be required to comply with all conditions of the permits, easements, and rights
of entry, at no additional cost to Owner. Contractor is required to indemnify Owner from claims
on all easements and rights of entry.
All other permits, licenses, etc., shall be the responsibility of Contractor. Contractor shall
comply with the special provisions and requirements of each.
Permits, permission under franchises, licenses and bonds of a temporary nature necessary for
*0 and during the prosecution of the work, and inspection fees in connection therewith shall be
secured and paid for by Contractor. If Owner is required to secure such permits, permission
under franchises, licenses and bonds, and pay the fees, the costs incurred by Owner thereby
40 shall be charged against Contractor and deducted from any funds otherwise due Contractor.
1-07.9 Wages
No 1-07.9(5) Required Documents Modification
Delete the first sentence of the third paragraph, and replace it with the following:
Contractor must submit weekly certified payrolls for the Contractor and all subcontractors
°" and lower tier subcontractors, regardless of project's funding source.
.r
1-07.11(11) City of Renton Affidavit of Compliance (RC) 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 is
bound in the Bid Documents.
1-07.13 Contractor's Responsibility for Work
1-07.13(1) General (RC) Supplement
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 is able to
overcome them by special means or precautions acceptable to the Engineer.
Airportspecprov.doc Renton Municipal Airport
ar Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
SP-16 Division 1-General Requirements
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1-07.14 Responsibility for Damage Modification
In the first sentences of both the first and third paragraphs, after the words"State, Commission,
Secretary and all officers and employees of the State", add: of
and Owner and their officers and employees...
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1-07.15 Temporary Water Pollution/Erosion Control Supplement
Temporary water pollution control work shall also consist of placing filter fabric over storm
drainage structures during construction and cleaning the fabric periodically, catch basin inserts,
straw bales, plastic sheeting, and other items as directed by Engineer. These and other
temporary water pollution/erosion control measures shall be performed on an as-needed basis,
when so directed by Engineer.
Temporary Water Pollution/Erosion Control Lump Sum
+err
1-07.16(1) Private/Public Property(RC) Supplement
The Contracting Agency will obtain all easements and franchises required for the project. The
Contractor shall limit operations 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 equipment or materials.
rir
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. Contractor shall construct all access roads, detour roads, or other No
temporary work as required by his operations. The Contractor shall confine his/her equipment,
storage of material, and operation of his/her workers to those areas shown and described and
such additional areas as s/he may provide.
A. General. All construction work under this contract on easements, rights-of-way, over
private property or franchise, shall be confined to the limits of such easements, rights-
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 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. Temporary patching shall be
constructed per Section 1-07.23(1). "i
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 wir
removed in as good a condition as found. Contractor 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
sir
Renton Municipal Airport
Security Gate Replacementi
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
;w.
Division 1-General Requirements SP-17
rr
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/her 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.
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
40 cleaned of all earth and debris by sweeping or other means.
The Contractor shall use rubber wheel equipment similar to the small tractor-type
40 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
replaced in their original position after the trench is backfilled. 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
„w 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.
"m D. Streets. The Contractor will assume all responsibility of restoration of the surface of all
streets traveled ways) used by him/her 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 Contractor shall pay the cost of such repairs.
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 of the Renton City Hall, 1055 South Grady Way.
1-07.17 Utilities and Similar Facilities Supplement
Existing utilities indicated in the Plans have been plotted from the best information available to
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 Owner and Engineer by owners of such underground facilities
or others, and Owner and Engineer do not assume responsibility for the accuracy or
completeness thereof. It is to be understood that other aboveground or underground facilities
AW not shown in the Plans may be encountered during the course of the work.
Airportspecprov.doc Renton Municipal Airport
4W Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vwvw.bxwa.com
1MW
SP--18 Division 1-General Requirements
i
All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously
marked in a fashion acceptable to the Owner and Engineer by the Contractor to allow their
location to be 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 err
telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall
assume that every property parcel or building will be served by a service connection for each
type of utility. 0
Contractor shall check with the utility companies concerning any possible conflict prior to
commencing excavation in any area. 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 Contractor having all utilities field marked before starting work, 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
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, Contractor shall notify the Underground
Utilities Location Center by telephone of the planned excavation and progress schedule.
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 Contractor for locations.
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 Contractor begins work, or may be performed in
conjunction with the contract work. 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, Contractor shall continue the construction process on other
aspects of the project whenever possible. No additional compensation will be made to
Contractor for reason of delay caused by the actions of any utility company and Contractor shall
consider such costs to be incidental to the other items of the contract.
1-07.17(1) Interruption of Services New
Whenever in the course of the construction operation it becomes necessary to cause an outage
of utilities, it shall be Contractor's responsibility to notify the affected users and Engineer not
less than 48 hours in advance of such outage. Contractor shall make reasonable effort to
Renton Municipal Airport
Security Gate Replacement ft
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vwwd.bxwa.com
Am
Division 1—General Requirements SP-19
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 Contractor at no cost to Owner.
Overhead lighting outages shall not exceed 24 hours. All cost to 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 (APWA ONLY)
REPLACEMENT
1-07.18(1) General (RC)
"` 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(s) 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
do 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, including
accidental death, as well as claims for property damages which may arise from any act or
Aw omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by
either of them.
.r 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
+w 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.
1-07.18(2) Coverages (RC)
As part of the response to this proposal, the Contractor shall submit a completed City of Renton
Insurance Information form that details specific coverage and limits for this contract.
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
r 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.
Airportspecprov.doc Renton Municipal Airport
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Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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Will
SP-20 Division 1—General Requirements
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 r
insurance company(s), 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:
1. 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 n„
which includes defense coverage assumed under contract)
• Broad Form Property Damage
• Independent Contractors
• Personal/Advertising Injury
• Stop Gap Liability
2. Automobile Liability including all
• Owned Vehicles
• Non-Owned Vehicles
• Hired Vehicles
3. Workers' Compensation
• Statutory Benefits (Coverage A) —Show Washington Labor& Industries Number
4. Umbrella Liability (when necessary)
• Excess of Commercial General Liability and Automobile Liability. Coverage should
be as broad as primary.
5. Professional Liability — (whenever the work under this Contract includes Professional
Liability, (i.e., architectural, engineering, advertising, or computer programming) the so
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.
6. The Contracting Agency reserves the right to request and/or require additional coverages Will
as may be appropriate based on work performed (i.e., pollution liability).
Renton Municipal Airport
Security Gate Replacement
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
i>
Division 1—General Requirements SP-21
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:
.r 1. Be on a primary basis not contributory with any other insurance coverage and/or self-
insurance carried by City of Renton.
2. Include a Waiver of Subrogation Clause.
3. Severability of Interest Clause (Cross Liability)
4. Policy may not be non-renewed, canceled or materially changed or altered unless 45
days' prior written notice is provided to City of Renton. Notification shall be provided to
City of Renton by certified mail.
1-07.18(3) Limits (RC)
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
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
The City may require the Contractor to keep professional liability coverage in effect for up to 2
,., years after completion of the project.
The Contractor shall promptly advise the City of Renton in writing in the event any general
aggregate or other aggregate limits are reduced. At their own expense, the Contractor will
Airportspecprov.doc Renton Municipal Airport
■,. Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
SP-22 Division 1—General Requirements
IM
reinstate the aggregate to comply with the minimum limits and requirements as stated in
Section 1-07.18(3) and shall furnish 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 following:
1. City of Renton Insurance Information Form (attached herein) without modification.
2. Certificate of Insurance (Accord 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 company, its
agents or representatives".
c. Amend the cancellation clause to state: "Policy may not be non-renewed, canceled
or materially changed or altered unless 45 days prior written notice is provided to
the City". Notification shall be provided to the City by certified mail.
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 (RC) Supplement
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. The individual in charge of the
blasting shall have a current Washington State Blaster Users License.
The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary
in conjunction with blasting operations.
1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic Supplement
The Contractor shall be responsible for controlling dust, debris, and mud within the project limits
and on any street that is utilized by his/her 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.
The Contractor shall do everything necessary to prevent damage from construction activities to
aircraft in the vicinity by keeping all pavement areas swept of debris on a regular basis, placing
and fastening tarpaulins to existing chain link fence or constructing free-standing barriers to
hold the same, as directed by the Engineer.
l
Dust, debris, and mud control shall be considered as incidental to the project, and no
compensation will be made for this section.
Renton Municipal Airport
Security Gate Replacement
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
taw
Division 1-General Requirements SP-23
MV
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.
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
Contractor.
Two-way traffic shall be maintained on West Perimeter Road at all times.
Contractor shall notify and coordinate with all affected airport hangar tenants of street closures,
or other restrictions which may interfere with their access though the City Engineer. Contractor
shall give this notification to Engineer at least 48 hours in advance of closures.
.W
1-07.23(1)a Airport Security, Air Operations Area New
Am For the purpose and intent of these regulations, air operations area (AOA) is construed
to mean any area used or intended to be used for take-offs, landing, or surface
maneuvering of aircraft, and all other areas restricted to public access on the field. This
4110 area is also commonly referred to as "airside."
During the course of the contract, the contractor shall be responsible for maintaining
MW security against unauthorized access to the airport. The contractor will be held
responsible for any fines, damages or civil penalties filed against the City of Renton for
the contractor's failure to maintain the regulations set forth herein.
The contractor shall be fully responsible for compliance by himself and all of his
employees with the airport security program and following regulations and orders of the
airport management. These regulations may affect identification of employees,
movement around the airport, parking, entry, and other circumstances affecting the
safety or protection of persons or property.
The term "gate" used herein shall mean any controlled, securable opening in the
security fence. The contractor must enter and exit the air operations area only through
the vehicle gates shown on Vicinity Map Sheet V-2. Deliveries to work sites will be
controlled by the contractor. The contractor shall keep the gates locked and secured at
all times when not in use.
•• Within the air operations area, all equipment, vehicle, and personnel travel shall be
restricted to designated work sites. The definition of "designated work sites" is that area
within 30 feet of the existing or proposed fence alignment, whichever is closer to the
runway centerline. Only vehicles used for construction purposes shall enter the air
operations area. Contractor personnel shall park their personal vehicles within a
designated staging area.
An area will be set aside on the airport property for the contractor's use as a staging
area for men, equipment, and materials. The contractor shall obtain all necessary
building permits and operating licenses from local governmental agencies. The
Airportspecprov.doc Renton Municipal Airport
MW Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
SP-24 Division 1-General Requirements
t
contractor may install his own security fence. The area shall be restored to its original
condition at the conclusion of the work.
Upon completion of the work, all materials, equipment, and appurtenances not required, `
as a part of, or appurtenant to, the completed structure or facility shall be completely
removed from the owner's property.
All unattended excavations in the AOA (Air Operations Area) greater than 1-1/2 inches shall be
properly barricaded. Trenches shall be patched or covered by a temporary steel plate, at
Contractor's expense, except in areas where the pavement remains closed to public traffic.
Steel plates must be anchored.
Areas to be opened up to aircraft operations shall be swept thoroughly clean with power ,
broom equipment. Any debris resisting sweeping shall be removed by hand labor or
other suitable means.
During night operations, each vehicle entering the air operations area shall be equipped
with amber flashing light mounted on the roof of the cab. Headlights, taillights and
flashers shall be used for all activities during these hours.
In the event of an emergency, men and equipment shall move immediately to the
staging area.
1-08 PROSECUTION AND PROGRESS
1-08.0(1) Preconstruction Conference(APWA only) Supplement
The Engineer will furnish the Contractor with up to 5 copies of the Contract Documents.
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.
+ These materials MUST be brought to the preconstruction conference for discussion
followed by Engineer review.
Contractor's plan of operation and progress schedule (3+copies)
Approval of qualified subcontractors (bring list of subcontractors if different from list
submitted with Bid) so
+ List of materials fabricated or manufactured off the project
4 Material sources on the project
-� Names of principal suppliers
Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and
standby rates)
4 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)
-> Traffic Control Plans (3+ copies)
+ Temporary Water Pollution/Erosion Control Plan
Renton Municipal Airport
Security Gate Replacement
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
V,
Division 1—General Requirements SP-25
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 Contractor
Compliance with Contract Documents
Acceptance and approval of work
Labor compliance, payrolls, certifications
Safety regulations for Contractors' and 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 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 Contractor should
be prepared for their review and discussion of progress schedule and coordination.
Submit for work in the following specification sections (this list is not exhaustive):
w
1-07 Construction Schedule
4-04 Crushed Aggregate Base Course
Aggregate Qualification
5-04 Mix Design
Bituminous Materials
5-05 General
Coarse Aggregate
Fine Aggregate
Cement
Admixtures
Concrete Composition
Premolded Joint Filler
Steel Reinforcing/Dowel Bars
�+ Bollards Pipe
8-01 Erosion Control Materials
Erosion Control Plan
8-12 Chain Link Fence
8-20 Cable and Connectors
8-20 Conduit and Fittings
8-20 Manufacturers Catalog Cuts
8-22 Security Gates
8-26 Security Gate Controls
8-27 Paint
Airportspecprov.doc Renton Municipal Airport
W, Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
ti..
SP-26 Division 1—General Requirements
1-08.1 Subcontracting (APWA only) Supplement
Written requests for change in subcontractors shall be submitted by Contractor to Engineer at
least 7 calendar days prior to start of a subcontractor's work.
Contractor agrees that s/he is fully responsible to Owner for the acts and omissions of all
subcontractors and lower-tier subcontractors, and persons either directly or indirectly employed
by the subcontractors, as well as for the acts and omissions of persons directly employed by
Contractor. 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 Owner.
Contractor shall be responsible for making sure all subcontractors submit all required
documentation, forms, etc.
1-08.2 Assignment Modification
Change the second paragraph to read:
to
Contractor shall not assign any moneys due or to become due to Contractor hereunder
without the prior written consent of Owner. The assignment, if approved, shall be subject
to all setoffs, withholdings, and deductions required by law and the Contract. zo
1-08.3 Progress Schedule Supplement
The progress schedule for the entire project shall be submitted 7 calendar days prior to the VA
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: 0
1. Construction activities, in sufficient detail that all activities necessary to construct a
complete and functional project are considered.
2. The schedule shall clearly indicate the activities which comprise the critical path. For
each activity not on the critical path, the schedule shall show the float, or slack, time.
3. Procurement of material and equipment. IV
4. Submittals requiring review by Engineer. Submittal by Contractor and review by
Engineer shall be shown as separate activities.
5. Work to be performed by a subcontractor, agent, or any third party.
6. Allowances for delays which could result from normal inclement weather (time
extensions due to inclement weather will not be allowed).
7. Allowances for the time required by utilities (Owner's and others) to locate, monitor, and
adjust their facilities as required.
Engineer may request Contractor to alter the progress schedule when deemed necessary in the
opinion of Engineer—in the interest of public safety and welfare or of Owner, or for coordination
with any other activity of other contractors, the availability of all or portions of the job site, or
Renton Municipal Airport
Security Gate Replacement
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vwvw.bxwa.com
.r
Division 1-General Requirements SP-27
special provisions of this Contract, or to reasonably meet the completion date of the project.
Contractor shall provide such revised schedule within 10 days of request.
+� If, at any time, in the opinion of Engineer, the progress of construction falls significantly behind
schedule, 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.
Contractor shall promptly report to Engineer any conditions which Contractor feels will require
revision of the schedule and shall promptly submit proposed revisions in the progress schedule
for acceptance by Engineer. When such changes are accepted by Engineer, the revised
schedule shall be followed by Contractor.
.. A "General Sequence of Construction" list is included for the Contractors reference, on sheet
DET-2 of the contract plans. The Owner assumes no responsibility for the Contractor's use of
this list. The list is only a proposal, and the Contractor may modify it as desired, or disregard it.
Weekly Schedule. Contractor shall submit a weekly progress schedule to 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. Engineer will check actual progress of the work
against the progress schedule a minimum of once per week. Failure, without just cause, to
maintain progress in accordance with the approved schedule shall constitute a breach of
Contract. If, through no fault of Contractor, the proposed construction schedule cannot be met,
Engineer will require Contractor to submit a revised schedule to Engineer for acceptance. The
�r
approved revisions will thereafter, in all respects, apply in lieu of the original schedule.
Failure of Contractor to follow the progress schedule submitted and accepted, including
revisions thereof, shall relieve Owner of any and all responsibility for furnishing and making
available all or any portion of the job site, and will relieve Owner of any responsibility for delays
to 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.
1-08.5 Time for Completion (Contract Time) (APWA only) Modification
Delete the first five paragraphs and replace them with the following:
The Work shall be physically completed in its entirety within the time stated in the Contract
Provisions, as extended by the Engineer. The Contract Time will be stated in 'Working
.� days", shall begin on the Notice to Proceed Date, and shall end on the Contract Completion
Date.
A nonworking day is defined as a Saturday, a Sunday, a day on which the contract
aw specifically suspends work, or one of these holidays: New Year's Day, Memorial Day,
Fourth of July, Labor Day, Veterans Day, Thanksgiving Day, the day after Thanksgiving,
and Christmas Day. The day before Christmas shall be a holiday when Christmas Day
Airportspecprov.doc Renton Municipal Airport
Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
SP-28 Division 1-General Requirements
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 which, 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 nonworking day or an Engineer determined
unworkable day.
The Contractor shall not work on Saturdays, Sundays, or holidays unless approved by the
Engineer. The Contractor shall be required to reimburse the City for inspector labor costs at
a rate of $85 per hour (for a minimum of 4 hours) for all Saturday, Sunday, and holiday
work.
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 nonworking 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 rlr
current approved progress schedule. If the Contractor elects to work 10 hours a day, 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.
Supplement
Within 10 calendar days after execution of the Contract by the Contracting Agency, Contractor
shall provide the Contracting Agency with copies of purchase orders for all equipment items iii►
deemed critical by the Contracting Agency, including but not limited to signal controller
materials required for the physical completion of the contract. Such purchase orders shall
disclose the estimated delivery dates for the equipment.
All items of work which can be performed without delivery of the critical items shall start and be
completed as soon as possible. At that time, Engineer may suspend the work upon request of
Contractor until the critical items are delivered to Contractor, if the Contracting Agency received
a purchase order within 10 calendar days after execution of the Contract by the Contracting
Agency.
Renton Munlcipal Airport
Securlty Gate Replacement
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
aw
Division 1—General Requirements SP-29
+r
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
W 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 Supplement
Owner may at any time suspend the work, or any part thereof, by giving notice to Contractor in
writing. The work shall be resumed by Contractor within 14 calendar days after the date fixed in
VP the written notice from Owner to Contractor to do so.
Contractor shall not suspend work under the Contract without the written order of Owner.
Supplement
If it has been determined that 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 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.
1-08.9 Liquidated Damages Supplement
In addition, Contractor shall compensate Owner for actual engineering inspection and
supervision costs and any other expenses and legal fees incurred by Owner as a result of such
delay. Such labor costs will be billed to Contractor at actual costs, including administrative
overhead costs.
•
In the event that Owner is required to commence any lawsuit in order to enforce any provision
of this Contract or to seek redress for any breach thereof, Owner shall be entitled to recover its
costs, including reasonable attorneys fees, from Contractor.
1-08.10 Termination of Contract
1-08.10(6) Removal of Equipment New
In case of the termination of this Contract before completion for any cause whatever,
Contractor, if notified to do so by Owner, shall promptly remove all Contractor-owned
w equipment and supplies from the property of Owner and, if Contractor fails to do so within 5
calendar days from such notice by Owner, Owner shall have the right to remove such
equipment and supplies at the expense of Contractor, deducting the cost thereof from any
funds otherwise due Contractor.
1-08.11 Contractor's Plant and Equipment (RC) New
The Contractor alone shall at all times be responsible for the adequacy, efficiency, and
sufficiency of his/her and his/her 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.
Airportspecprov.doc Renton Municipal Airport
Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
No
SP-30 Division 1-General Requirements
Neither the Owner nor the Engineer assume any responsibility, at any time, for the security of
the site from the time 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 s/he deems necessary for the public
safety and for the protection of the site and plant and equipment. The Owner will be provided
keys for all fenced, secured areas. wir
1-08.12 Attention to Work (RC) New
The Contractor shall give his/her personal attention to and shall supervise the work to the end
that it shall be prosecuted faithfully, and when Contractor is not personally present on the work
site, Contractor 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 �Ir`
who shall be the legal representative of the Contractor. The Contractor shall be liable for the
faithful observance of any instructions delivered to him/her or to his/her authorized
representative.
1-09 MEASUREMENT AND PAYMENT
1-09.1 Measurement of Quantities Supplement
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. 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 Engineer, and there shall be no
duplication of numbers.
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 tw►
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 Engineer to acknowledge receipt
6. Pay item number
7. Contract number
Renton Municipal Airport
Security Gate Replacement
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
Division 1—General Requirements SP-31
It will be Contractor's responsibility to see that a ticket is given to 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 Engineer to verify quantity shown on ticket.
Quantities by Ton. It will be 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 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 truck load weight in tons (stamped at source)
rt 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 Engineer to acknowledge receipt
8. Pay item number
9. Contract number
1-09.3 Scope of Payment(RC) Supplement
Unless modified otherwise in the Contract Provisions, the bid items listed or referenced in the
"Payment" clause of each Section of the Standard Specifications, will be the only items for
which compensation will be made for the Work described in or specified in that particular
Section 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 that may appear elsewhere in the Proposal Form or
Specifications.
,, Pluralized unit bid items appearing in these Specifications are changed to singular form.
Airportspecprov.doc Renton Municipal Airport
Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com
SP-32 Division 1-General Requirements
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 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.
1-09.7 Mobilization Supplement °`
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; providing
sanitary facilities for Contractor's personnel; and obtaining permits or licenses required to
complete the project not furnished by Owner.
Payment will be made for the following bid item(s):
Mobilization Lump Sum
1-09.9 Payments (APWA only) Supplement
Applications for payment shall be itemized and supported to the extent required by Engineer by
receipts or other vouchers showing payment for materials and labor, payments to
subcontractors, and other such evidence of Contractor's right to payment as Engineer may
direct.
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 Supplement
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 Owner has no unsatisfied claims
against Contractor. In the event claims are filed, Owner shall withhold, until such claims are
satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, Owner
shall withhold such amount as is required to satisfy any claims by Owner against Contractor,
until such claims have been finally settled.
Neither the final payment nor any part of the retained percentage shall become due until
Contractor, if requested, delivers to 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 Contractor has knowledge or information, the release and receipts include all labor and
materials for which a lien could be filed: but Contractor may, if any subcontractor refuses to
furnish a release or receipt in full, furnish a bond satisfactorily to Engineer to indemnify Owner
Renton Municipal Airport
Security Gate Replacement
Phase 2 Airportspecprov.doc
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
46
wo
Division 1—General Requirements SP-33
,ter
against the lien. If any lien remains unsatisfied after all payments are made, Contractor shall
reimburse to 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.
1-09.11 Disputes and Claims
1-09.11(2) Claims (RC) Supplement
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.
1-09.13 Claims Resolution
1-09.13(3)B Procedures to Pursue Arbitration (RC) Supplement
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
„w 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
�w 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
w. and court decisions governing such procedure.
The costs of such arbitration shall be borne equally by the Owner and the Contractor unless it is
1W 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.
wr
1-10 TEMPORARY TRAFFIC CONTROL
1-10.1 General Supplement
When the Schedule of Prices 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 signs and the traffic control devices, unless a pay item is in the bid
proposal to specifically pay for this work; and
Alrporispecprov.doc Renton Munlclpal Airport
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No
SP-34 Division 1-General Requirements
�I
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 a 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. at
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 nonapplicable 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.
to
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 Contractor and all methods and equipment used will be subject to the
approval of Owner.
Traffic control devices and their use shall conform to City of Renton standards and the Manual
on Uniform Traffic Control Devices.
Contractor shall not proceed with any construction until proper traffic control has been provided
to the satisfaction of Engineer. Any days lost due to improper traffic control will be charged
against Contractor's allowable contract time, and shall not be the cause for a claim for extra
days to complete the Work.
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Division 1-General Requirements SP-35
1-10.2(1)B Traffic Control Supervisor(RC) Modification
Revise the second paragraph to read:
r The TCS shall assure that all the duties of the TCS are performed during the duration of the
contract. During nonwork periods, the TCS shall be able to be on the jobsite within a 45-
minute time period after notification by the Engineer.
1-10.2(2) Traffic Control Plans (RC) Supplement
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.
«r
1-10.3 Flagging, Signs, and All Other Traffic Control Devices Supplement
At the end of each working day, provisions shall be made for the safe passage of pedestrians
low 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 Engineer. Barricades shall also be equipped with
flashers. Barricades shall also be weighted with sandbags to prevent aircraft prop-wash from
blowing them down.
1-10.3(3) Construction Signs (RC) Modification
Revise the first sentence of the first paragraph to read:
All signs required by the approved traffic control plan(s) as well as any other appropriate
signs prescribed by the Engineer, or required to conform with established standards, shall
1, be furnished by the Contractor.
Revise the fourth paragraph to read:
No separate a item will be provided in the bid
p pay p 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
Schedule of Prices.
1-10.4 Measurement Replacement
No specific unit of measurement will apply to the item of "Traffic Control".
1-10.5 Payment(RC) Replacement
The cost of maintaining the aircraft and vehicular traffic specified in this section shall not be
measured or paid for directly, but shall be included in the various contract items.
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:
Airportspecprov.doc Renton Municipal Airport
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..
t
SP-36 Division 1—General Requirements
The lump sum contract price shall be full pay for all costs not covered by other specific pay
items in the bid proposal for furnishing, installing, maintaining, and removing traffic control
devices required by the contract and as directed by the Engineer in conformance with accepted
standards and in such a manner as to maximize safety, and minimize disruption and
inconvenience to the public, including labor for traffic control.
The item "Traffic Control"will be considered for an equitable adjustment per Section 1-04.6 only
when the total contract price increases or decreases by more than 25 percent.
The Lump Sum contract price shall be full pay for all costs involved in furnishing the pilot car(s),
pilot car driver(s), and the appropriate pilot car sign(s) for any pilot car operation. Any
necessary flaggers will be paid under the item for traffic control.
The Lump Sum contract price shall be full pay for all costs for the labor provided for performing ►
those construction operations described in Section 1-10.3(1) and as authorized by the
Engineer.
The Lump Sum contract price shall be full pay for all costs for performing the work described in
Section 1-10.3(3) and Section 1-10.3(4). This payment will include all labor, equipment, and
vehicles necessary for the initial acquisition, the initial installation of Class A signs, and ultimate
return of all Contracting Agency-furnished signs.
The Lump Sum contract price shall be full pay for all costs involved when a person performs the
duties described in Section 1-10.2(1)B including when performing traffic control labor duties. ,r►
The Lump Sum contract price shall be full pay for all costs involved in furnishing the vehicle or
vehicles for the work described in Sections 1-10.2(1)B and 1-10.3(2).
1-11 RENTON SURVEYING STANDARDS(RC) New
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 ROW.
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 ROW.
1-11.1(2) Survey Datum and Precision
The horizontal component of all surveys shall have as its coordinate base: The North American iliiit►
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 ROW 58.09.070.
The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 40
332-130-060. The control base lines for all surveys shall meet or exceed the requirements for a
Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for
Renton Municipal Airport
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Division 1-General Requirements SP-37
No 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
4W survey drawing, as shall the method of adjustment.
The horizontal component of the control system for surveys using global positioning system
OW methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error
analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control
Subcommittee Standards for GPS 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
aw 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
low 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
rrr 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.
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SP-38 Division 1-General Requirements
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:
• 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 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.
r�r
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.
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.W
Division 1–Genera!Requirements SP-39
No 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 bench marks 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
AW 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
a, observed for all topographic surveys.
1-11.1(9) Radial Topography
10 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
r 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 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" surreys 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.
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SP-40 Division 1—General Requirements
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'.
wrl
The drawing and electronic listing requirements set forth in section 1-11.1(6) herein shall be
observed for all "as-built'surveys.
IN
CLARIFICATION:
The Contractor provides to the City of Renton "As-built" drawings on 22 inch by 34 inch
mylar format showing all improvements installed by, or uncovered by, the Contractor or
Subcontractors, stamped and signed by a PLS, together with the electronic version of 40
the same on disk, and a "hard-copy" print-out of all the points surveyed. Nothing in this
clarification shall be construed to modify the requirements of Section 1-11 RENTON
SURVEYING STANDARDS (RC). ,
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., so
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 with in 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.
err
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 wr
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.
Renton Municipal Airport
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w.
Division 1-General Requirements SP-41
1-11.2 Materials
1-11.2(1) Property/Lot Corners
Dependent interior lot corners per 1-11.1(5) that are removed as a result of the contractors
operations shall be replaced at the original coordinates. It is the responsibility of the contractor
to record Dependent interior lot corners coordinates prior to disturbance. Iron Railroad Spikes
hammered vertically into, and flush with the surface of, the asphalt concrete pavement shall be
the only acceptable Dependent interior lot corners.
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.
END OF DIVISION 1
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Airportspecprov.doc Renton Municipal Airport
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SP-42
i
DIVISION 2
EARTHWORK
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
2-01.1 Description Supplement
This work includes doing everything necessary to prevent damage by construction activities to
aircraft in the vicinity by keeping all pavement areas swept of debris on a daily basis.
The Contractor shall conduct his operations without introducing Foreign Object Debris (FOD) or
gravel, rocks, trash, etc., that may be picked up, ingested, or blown around by aircraft or
vehicles. The Contractor is responsible for all FOD clean up associated with this project.
2-01.2 Disposal of Usable Material and Debris Supplement
The Contractor shall dispose of all debris, usable or not, by Disposal Method No. 2 — Waste
Site.
2-01.5 Payment Supplement
Payment will be made for the following bid item(s) when they are included in the proposal:
Clearing, Grubbing, and Roadside/FOD Cleanup Lump Sum
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
2-02.1 Description Supplement
This work shall consist of the removal and disposal of various existing improvements, including
but not limited to, asphalt concrete pavement, cement concrete pavement, curb, curb and
gutter, keypad foundations, motor foundations, and gatepost foundations, pavement markings,
junction boxes, and other items necessary for the accomplishment of the improvement. ,
This work does not include removal of fence. See Special Provision 8-12 CHAIN LINK FENCE
AND WIRE FENCE
2-02.3(3) Removal of Pavement, Sidewalks, and Curbs (RC) Modification
Replace number 1 with the following: to
In removing pavement, sidewalks, and curbs, the Contractor shall:
1. Haul broken-up pieces to an off-project site, consistent with provision 2-01.2 Disposal
of Usable Material and Debris above.
4. When an area where pavement has been removed is to be opened to traffic before '
pavement patching has been completed, an anchored-down steel plate or 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,
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low
Division 5-Surface Treatments And Pavements SP43
and before the road is opened to traffic. MC cold mix or MC hot mix shall be used at
the discretion of the Engineer.
2-02.3(4) Cutting Pavement, Sidewalks, and Curbs New
All transitions to existing asphalt shall be vertically sawcut full-depth with straight, uniform
edges. Existing asphalt pavement may be cut with a wheel, provided the wheelcut is full depth
and no damage occurs to the pavement which is to remain. Neither impact tools nor pavement
breakers may be used for trench crossing of existing pavement. Trench crossing of existing
pavement shall be vertically sawcut.
When sawcutting, the Contractor shall take extra precaution to make a neat, uniform cut, and
shall sawcut pavement to full depth, regardless of number of passes necessary. If, in the
�.� opinion of the Engineer, the cut is not satisfactory due to Contractor's workmanship or
equipment, the Contractor shall fix the problem to the satisfaction of the Engineer, at no extra
cost to the Owner.
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2-02.4 Measurement Replacement
Sawcutting existing cement and asphalt concrete pavements and curbs shall be considered
incidental to, and included in, other items of work, and will not be measured separately for
payment.
*� 2-02.5 Payment(RC) Supplement
Payment will be made for the following bid item(s)when they are included in the proposal:
ow I Removal of Structure and Obstruction Lump Sum
The unit contract price per lump sum for "Removal of Structure and Obstruction" shall be full
pay for excavating, loading, placing, hauling, or otherwise disposing of the material.
All costs related to the removal and disposal of structures and obstructions, including
"�"' sawcutting, excavation, backfilling, temporary asphalt, and temporary steel plate shall be
considered incidental to and included in other items unless designated as specific bid items in
the proposal.
so
2-03 ROADWAY EXCAVATION AND EMBANKMENT
Iwo 2-03.3 Construction Requirements (RC) Supplement
Following removal of pavement or excavation to grade and before placement of fills or base
course, the subgrade under the roadway shall be proofrolled 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.
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r.
Sp-44 Division 2-Earthwork
2-03.3(14)E Unsuitable Foundation Excavation (RC) Supplement
When the Contract or Engineer requires it, the Contractor shall excavate unstable natural
ground to such depths as the Engineer may direct before building any improvements over it.
When, after excavating to the roadway prism subgrade, the subgrade material is unsuitable, as
determined by the Engineer, excavation shall be continued to such additional depth as may be
required by the Engineer. Unsuitable foundation material shall be disposed of at an approved
site and shall be replaced with Crushed Surfacing Base Course.
Any overexcavation not specifically authorized by the Engineer shall be replaced by the rw►
Contractor with Crushed Surfacing Base Course and compacted as specified above, at no
expense to the Owner.
2-03.5 Payment(RC) Modification
Payment for excavation and embankment compaction will not be made as a separate item. All
costs for excavation and embankment compaction, including dewatering, shall be included in
other bid items involved.
2-04 HAUL
2-04.5 Payment(RC) Supplement
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(RC) Supplement
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.
END OF DIVISION 2 '
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SP-45
'o DIVISION 3
PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING
tw
3-01 PRODUCTION FROM QUARRY AND PIT SITES
aw 3-01.4 Contractor-Furnished Material Sources Supplement
No source has been provided for any materials necessary for the construction of this
improvement.
.. If the sources of materials provided by the Contractor necessitate hauling over roads other than
city streets, the Contractor shall, at his/her own cost and expense, make all arrangements for
the use of the haul routes.
AW
3-01.6 Payment Replacement
All work covered under Division 3, which is performed by the Contractor, shall be considered
included in the costs for furnishing of materials. All costs of acquiring, producing, and placing
this material in the finished work shall be included in the unit and lump sum contract prices for
the various items involved.
END OF DIVISION 3
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Airportspecprov.doc Renton Municipal Airport
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SP-46
DIVISION 4
BASES
There are no changes to Division 4
i�►
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SP-47
DIVISION 5
SURFACE TREATMENTS AND PAVEMENTS
m.
5-04 HOT MIX ASPHALT
dw SECTION 5-04.3(7)A IS SUPPLEMENTED WITH THE FOLLOWING:
5-04.3(7)A Mix Design
Item 2 is deleted and replaced with:
No
1. Nonstatistical HMA Evaluation. The contractor shall submit a certification that
.w the mix design submitted meets the requirements of Sections 9-03.8(2) and 9-03.8(6).
The contractor must 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
No determine anti-strip requirements for the HMA.
The mix design will be the initial job mix formula (JMF) for the class of mix.
41M Any additional adjustments to the JMF will require the approval of the Project Engineer
and may be made per Section 9-03.8(7).
ow ITEM -1 OF SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE
FOLLOWING:
5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture
1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial
evaluation.
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 and other nonstructural applications as approved by the 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 3.E OF SECTION 5-04.3(8)A IS DELETED
SECTION 5-04.3(13)IS REVISED AS FOLLOWS:
5-04.3(13) Surface Smoothness
Section 5-04.3(13) is revised to read:
The completed surface of the wearing course shall not vary more than '/a inch from the
lower edge of a 10-foot straight edge placed on the surface parallel to centerline.
SECTION 5-04.515 SUPPLEMENTED WITH THE FOLLOWING:
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�1
SP-48 Division 5-Surface Treatments And Pavements
46
5-04.5 Payment
Payment will be made for the following bid item(s) when they are included in the Proposal: t�
HMA Cl. 1/2 In. PG 64-22, Incl. Haul Per Ton
The unit contract price per ton for "HMA Cl. 1/2 In. PG 64-22, Incl. Haul'shall also include tack
coat, crack sealing,joint sealing, and feathering.
Payment for an asphalt berm around the catch basins where shown in the plans, shall be
included in the unit bid price for"HMA Cl. 1/2 In. PG 64-22".
SECTION 5-04.5(1)A IS DELETED AND REPLACED WITH THE FOLLOWING:
5-045(1)A Price Adjustments for Quality of HMA
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'If"
All aggregate passing: 1 1/z", 1", 3/a",
1/z". 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 Nonstatisical
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 nonstatistical acceptance tolerance 46
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 46
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 proce 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
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Division 5—Surface Treatments And Pavements SP49
No
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
'r 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.
AM
SECTION 5-04.5(1)6 IS DELETED AND REPLACED WITH THE FOLLOWING:
5-045(1)B Price Adjustments for Quality of HMA Compaction
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 Compliance
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.
END OF DIVISION 5
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SP-50
DIVISION 6
CONCRETE STRUCTURES
6-02 CONCRETE STRUCTURES
6-02.1 Description Supplement
Section 6-02 applies to the construction of all structures (and their parts) made of Portland
cement concrete with or without reinforcement.
This item applies to foundations and restoration of cement concrete pavements over trenches.
Cement concrete pavement at the airport is approximately 63 (Sixty-three) years old.
For the restoration of cement concrete pavements over trenches only, Dowel and Tie bars 40
called for in the Standard Plans may be omitted unless the Contractor is replacing more than
forty percent (40%) of any panel.
All concrete structures shall include reinforcing steel, anchor bolts, forms, seals, expansion '
joints, contraction joints, working drawings, the materials, labor, tools, and equipment, and all
other items necessary to complete the item.
Templates shall be used to accurately position anchor bolts. Anchor bolts shall be plumb.
6-02.4 Measurement Supplement to
Concrete foundations will be measured in place by the cubic yard to the neat lines of the
structures as shown in the Plans. Trench patches will be measured in place by the cubic yard to
the saw-cut lines as measured at the site.
The cost of concrete for fence will not be measured or paid for directly, but the Contractor shall
include all costs for concrete in the item "Chain Link Fence, Vinyl Coated, Galvanized, 7 ft.".
6-02.5 Payment Supplement
Payment will be full pay for furnishing all labor, materials, tools, and equipment necessary for
the construction and installation of all foundations, and all other associated hardware and
furnishings as shown in the Plans and herein specified, including restoring facilities destroyed
or damaged during construction, and salvaging existing materials for the following bid items that �lir
are included in the proposal:
Conc. Class 4000 per Cubic Yard. sir►
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SP-51
DIVISION 7
DRAINAGE STRUCTURES
There are no changes to Division 7
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SP-52
DIVISION 8
MISCELLANEOUS CONSTRUCTION
8-12 CHAIN LINK FENCE AND WIRE FENCE
8-12.1 Description Supplement
This work shall consist of the removal and disposal of existing chain link fence, and installation
of new chain link fence topped with barbed wire, as shown in the Plans and herein specified.
Requirements for gates are addressed in Special Provision 8-26 Security Gates.
8-12.2 Materials Replacement
For the material requirements of chain link fences, see the Technical Specification Section of
this contract.
8-12.3 Construction Requirements Replacement
For the construction requirements of chain link fences, see the Technical Specification Section
of this contract.
Barbed wire support arms shall withstand a load of 250 pounds applied vertically to the
outermost end of the arm.
The Contractor shall not cause to be obstructed, with vehicles, materials, tools or equipment,
the airport perimeter roadway or any portion thereof.
Staging: All proposed fencing shall be installed prior to removal of the existing fence fabric.
Where proposed fence follows the alignment of the existing fence, the Contractor shall remove
only as much fence fabric as can be installed, or reinstalled, on the same day. At the end of
each day's operations, the Contractor shall secure all openings in the fence line from entry by
unauthorized personnel.
8-12.3A Remove Chain Link Fence: New
Existing posts to be removed shall be cut off flush with the foundation surface. A cut-off saw or
a cutting torch may be used. Remnants of fence posts projecting above the original foundation
shall be ground flush with the surface and the cavities filled with grout. Grout shall conform to
the specifications of section 9-04.3 Joint Mortar. Grout shall be mixed in a wheelbarrow or
bucket before placement. Grout shall be rodded after placement, and finished with a crowned to
surface to shed water. Fence fabric and pedestrian and vehicle gates shall be delivered in
good condition to an airport site at the direction of the Engineer.
8-12.36 Chain Link Fence, 7 foot: New
Fence posts shall be spaced on 10 foot centers, maximum. Spacing will be measured parallel
to the ground.
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Division 8-Miscellaneous Construction SP-53
All post holes shall be excavated by hand, to the dimensions shown on the plans and herein
specified. All post excavations shall be inspected by a representative of the owner prior to
backfilling. All post foundations constructed without inspection shall be treated as an existing
post to be removed, at the sole expense of the Contractor.
Where a new post foundation location conflicts with an existing post foundation, the Contractor
may relocate the new foundation along the fence alignment, or remove the existing foundation
and re-use the existing hole. The maximum post spacing shall not be exceeded. Removing the
existing foundation and re-using the existing hole shall be at the Contractors option, and no
additional compensation will be allowed.
Nothing in this specification shall be construed as releasing the Contractor from his obligation to
protect existing utilities and facilities.
A power auger shall not be used to drill fence post holes though asphalt concrete pavement.
Damage occurring to pavement outside the "footprint" of fence post holes will not be allowed,
and any such damage shall be repaired at the sole expense of the Contractor.
Tension wire shall be installed on all chain link fence.
8-12.3C Temporary Chain Link Fence: New
Temporary chain link fence is fence that is free-standing in supports placed on grade.
During construction, the Contractor will be allowed use of temporary fence owned by, and
currently installed at, the Renton Municipal Airport. The Contractor shall take care to stage his
operations such that currently installed temporary fence owned by the Airport will be freed up
for the Contractors use elsewhere. If the amount or condition of owner-supplied fence proves
insufficient to the task, it shall be the Contractors responsibility to provide enough temporary
fence to satisfy conditions of the contract.
The Contractor shall not allow the airport perimeter fence/gate system to remain unsecure at
any time.
Temporary fence shall be used only for securing temporary gaps in the fence line. Unit runs of
temporary fence for this purpose may be assembled up to a maximum length of six (6) fence
panels. Longer runs of temporary fence shall not be built-up out of these unit runs, in an
aw attempt to circumvent the intent of these specifications.
Temporary fence panels shall be secured to other such panels or to permanent or existing
,. fence by no less than four (4) wire ties per junction, spaced at 2' intervals. Wire ties shall be
steel. Wire ties shall be not less than #12 AWG. Wire ties of aluminum or similar "soft" metal,
and plastic "tie wraps", are specifically prohibited from use.
On completion of the fencing portion of this contract, the Contractor is responsible for returning
owner-supplied fence, in good condition, to the Airport Maintenance Building, 790 West
Perimeter Road. Point-of-contact is Mr. Tim Duclos at (206) 423-8626.
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SP-54 Division 8—Miscellaneous Construction
8-12.4 Measurement (RC) New
Measurement of Removal of Chain Link Fence will be per linear foot of fence removed,
including chain link vehicle and chain link pedestrian gates.
Measurement of Chain Link Fence 7 ft will be per linear foot of fence installed, excluding gate
openings. at
Temporary Chain Link Fence will not be measured for payment.
8-12.4 Payment (RC) New
Payment will be made for the following bid items that are included in the Proposal:
Remove Chain Link Fence Per Linear Foot
Chain Link Fence, Vinyl Coated, Galvanized, 7 ft. Per Linear Foot
The per linear foot contract price for "Remove Chain Link Fence" will be full pay for furnishing
all labor, materials, tools, and equipment necessary for the complete removal and disposal,
including haul, of the existing chain link fence and gates, as shown in the Plans and herein ►
specified, including restoring facilities destroyed or damaged during construction, and salvaging
existing materials.
The per linear foot contract price for "Chain Link Fence, Vinyl Coated, Galvanized, 7 ft." will be
full pay for furnishing all labor, materials, tools, and equipment necessary for the construction of
the complete Chain Link Fence, as shown in the Plans and herein specified, including restoring as
facilities destroyed or damaged during construction, and salvaging existing materials.
All costs for temporary fence, including but not limited to rental, labor, and transportation, shall
be borne by the Contractor. W
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL
8-20.1 Description Supplement
This work shall also consist of providing and installing electrical system, including but not limited
to conduit, wires and conductors for both power and data lines, trench excavation, backfill and
compaction, and all other labor, materials and equipment necessary for a complete installation.
Removal and restoration of any kind of pavement shall be covered under other items.
8-20.3(5) Conduit(RC) Replacement 40
When open trenching is allowed, trench construction shall conform to the following:
1. The pavement shall be sawcut a minimum of 12 inches deep. The cuts shall be parallel to 0
each other and extend 1 foot beyond the edge of the trench.
2. Pavement shall be removed in an approved manner.
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Division 8—Miscellaneous Construction SP-55
3. Trench depth shall provide 24 inches minimum cover over conduits below pavement, and 18
inches below finished grade in all other areas.
4. Pull Wires shall be installed.
All conduit shall be rigid non-metallic unless noted otherwise in the Plans or Special Provisions.
All conduit openings shall be fitted with approved bellends or bushings. Wall thickness of
conduit shall be consistent within continuous conduit runs with no mixing of different schedule
types between terminations.
"Y Conduit to be provided and installed shall be of the type indicated below:
1. Schedule 40 heavy wall P.V.C. conforming to ASTM standards shall be used whenever
�.. the conduit is to be placed other than within the roadway area.
2. Schedule 80 extra heavy wall P.V.C. conforming to ASTM standards shall be used when
the conduit is to be placed within any paved area.
All joints shall be made with strict compliance to the manufacturer's recommendations
regarding cement used and environmental conditions.
"' All equipment and materials covered by referenced specifications shall be subject to
acceptance through manufacturer's certification of compliance with the applicable specification
when so requested by the Engineer.
Junction Boxes shall meet the requirements of City of Renton Standard Plan J016.
Junction Boxes shall be set with top of base flush to surrounding grade.
The Contractor may install, at no expense to the Contracting Agency, such additional boxes as
may be desired to facilitate the work.
Trenches for single-conduit lines shall be not less than 6 inches (150 mm) nor more than 12
inches (300 mm) wide, and the trench for 2 or more conduits installed at the same level shall be
proportionately wider. Trench bottoms shall be made to conform accurately to grade so as to
provide uniform support for the conduit along its entire length. All excavation shall be
unclassified.
' A layer of fine earth material, at least 4 inches (100 mm) thick (loose measurement) shall be
placed in the bottom of the trench as bedding for the duct. The bedding material shall consist
of soft dirt, sand or other fine fill, and it shall contain no particles that would be retained on a
aw 1/4-inch (6 mm) sieve. The bedding material shall be tamped until firm.
When two or more conduits are installed in the same trench they shall be spaced not less than
2 inches (50 mm) apart (measured from outside wall to outside wall) in a horizontal direction
«. and not less than 6 inches (150 mm) apart in a vertical direction.
Trenches shall be opened the complete length before conduit is installed so that if any
4. obstructions are encountered, proper provisions can be made to avoid them.
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SP-56 Division 8-Miscellaneous Construction
Trenches shall not be excessively wet and shall not contain pools of water during backfilling
operations. The Contractor shall be responsible for dewatering trenches prior to backfilling, and
shall bear the costs thereof.
8-20.3(9) Bonding, Grounding (RC) Replacement
Identification of the equipment grounding conductor shall conform to all Code requirements.
Grounding of conduit and neutral at the service point shall be accomplished as required under
the Code. Grounding of the neutral shall be accomplished only at the service.
All electrical equipment shall be grounded to a copper clad metallic ground rod 5/8-inch in
diameter x 8'0" in length complete with a #8 AWG bare copper bonding strap located in the
nearest junction box with a bare copper bonding strap sized in accordance with the Plans,
specifications, and applicable codes.
8-20.3(10) Service (RC) Replacement +
Power sources shown in the Plans are approximate only; exact location will be determined in
the field.
to
Upon request of the Contractor, the Engineer will make the necessary arrangements with the
serving utility to complete the service connections. Electrical energy used prior to completion of
the contract will be charged to the Contractor, except that the cost of energy used for public 40
benefit, when such operation is ordered by the Engineer, will be borne by the City.
8-20.3(14)C Induction Loop Vehicle Detectors (RC) Modification sir
Line 4 is revised to read: Loops may be round or rectangular. Round loops shall be 6 ft
diameter. Rectangular loops shall be 4 ft by 10 ft with the short axis perpendicular to the
gate. There shall be 3 turns of wire in each loop. There shall be 2 loops per gate located
one on each side of each gate and on the centerline of the flow of traffic. The closest
approach of each loop to a gate shall be 4 ft.
Line 9 is revised to read: Sawcut Sealant shall be as called for in the standard plan.
This section is supplemented with the following line:
11. Splices to loop return cables shall be made with soldered compression type connectors.
8-20.3(14)D Test for Induction Loops and Lead-in Cable (RC) Supplement ft
The Contractor shall keep records of field testing and shall furnish the engineer with a copy of
the results. to
8-20.4 Measurement(RC) Replacement
When shown as lump sum in the Plans or in the proposal as "Electrical System" no specific unit +rw
of measurement will apply, but measurement will be for the sum total of all items for a complete
system to be furnished and installed.
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Division 8—Miscellaneous Construction SP-57
..
Junction Boxes will not be measured separately for payment but shall be included in the
"Electrical System" Lump Sum cost.
Trenching will be measured by the linear foot of trench, completed, ready for installation of
cable, and accepted as satisfactory. Trench measurement will be made horizontally along the
line of grade for both aboveground and belowground installations. Measurement will be made
.. along the centerline of the completed installation using a "Rolatape" or similar instrument. The
centerline of the trench will be determined by taking half the distance from sawcut to sawcut.
The length of the trench will be measured to the nearest face of the foundation being served.
Trenches less than 3 feet in length will not be measured for payment, but the Contractor shall
include the cost with the rest of the bid.
When shown in the Plans or in the proposal as "Induction Loop Vehicle Detector" measurement
will be for each loop to be furnished and installed.
8-20.5 Payment (RC) New
Payment will be made for the following bid items that are included in the Proposal:
Electrical System Per Lump Sum
Trenching Per Linear Foot
Induction Loop Vehicle Detector Per Each
The lump sum contract price for "Electrical System" will be full pay for furnishing all labor,
materials, tools, and equipment necessary for the construction of the complete Electrical
System as shown in the Plans and herein specified including junction boxes, conduit, wiring,
restoring facilities destroyed or damaged during construction, salvaging existing materials, and
for making all required tests. "Electrical System" includes both underground and aboveground
• installations of conduits, including all required fittings. All additional materials and labor, not
shown in the Plans or called for herein and which are required to complete the electrical
system, shall be included in the per lump sum contract price for a complete system to be
furnished and installed.
The per linear foot contract price for "Trenching" will be full pay for furnishing all labor,
materials, tools, and equipment necessary for the construction of the complete trench as shown
in the Plans and herein specified including sawcutting, excavation, backfill, compaction,
restoring facilities destroyed or damaged during construction, and salvaging existing materials.
Removal and replacement of asphalt or concrete pavements shall be included in other bid
�.. items.
The per each contract price for "Induction Loop Vehicle Detector" will be full pay for furnishing
all labor, materials, tools, and equipment necessary for the construction of the complete Vehicle
Sensor Loop as shown in the Plans and herein specified including sawcutting, wiring, sealant,
restoring facilities destroyed or damaged during construction, salvaging existing materials, and
for making all required tests.
Ago
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Airportspecprov.doc Renton Municipal Airport
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SP-58 Division 8-Miscellaneous Construction
40
8-21 PERMANENT SIGNING
8-21.3(5) Sign Relocation Supplement W
Existing signs not reused shall be returned to the Renton Municipal Airport Maintenance Shop.
8-21.5 Payment Supplement
Relocation of signs will be considered incidental to the bid item "Remove Chain Link Fence",
and shall be included therein. This item shall include, but be not limited to, providing new
supports, temporary sign relocations as well as relocation and maintenance to their permanent
location, and sign cleaning. Damaged signs shall be replaced at the Contractors expense.
8-26 SECURITY GATES
8-26.1 Description New
This item shall include the fabricated or manufactured vehicle security gate, and pedestrian
security gate, its support structure, and its installation and tuning.
Requirements for controllers, actuating equipment, and keypads, are addressed in Special
Provision 8-27 Security Gate Actuators and Controls.
8-26.2 Materials New
Galvanized Steel Pedestrian Gates shall meet Sections 8-12.2 and 8-12.3. All gates shall be
PVC (P)oly(V)inyl (C)hloride coated to the same requirements and standards as chain link
fence. The Contractor is advised that powdercoating is specifically not allowed, and will not be
considered by the Owner.
8-26.3 Construction Requirements New
The Contractor agrees that all gates are subject to inspection, during manufacture and
installation, by a representative of the owner.
During the term of this contract, the Contractor agrees to maintain each installed gate in rir
operational condition during non-work hours, nights, and weekends, unless permitted otherwise
in writing by the Engineer.
Any gate made inoperational by the action, or inaction, of the Contractor or Subcontractor, shall
be locked by the Owner, and the Contractor shall provide a marked detour to an operational
gate. Detours shall follow the requirements of the MUTCD. Detours shall be furnished,
maintained, and removed at the Contractors sole expense and no further compensation shall
be made.
The Contractor shall submit supplemental working drawings for each security gate to the
Engineer. Drawings shall show the name of the project, the name of Contractor and, if any, the
names of suppliers, manufacturers and subcontractors as applicable. Shop drawings shall be
submitted promptly and in orderly sequence so as to cause no delay in prosecution of the
Work.
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Division 8—Miscellaneous Construction SP-59
dw Working drawings of Security Gate Type 'A' shall show the layout of each gate in plan and
elevation, including accurate placement of foundations, motors, and cabinets. See also Section
8-26.3(1)m. Working drawings of all other gates need only show elevation. Working drawings
""' shall conform to section 1-05.3 Plans and Workina Drawings.
One copy of all approved shop drawings shall be kept accessible at the construction site when
ow the Contractor or Subcontractor is on site. Failure to observe this requirement will be cause for
the engineer to issue an immediate stop work order.
All work will be done in accordance with applicable local, state and federal codes with special
attention applied to environmental regulations, fire codes, and Washington State Department of
Labor and Industries Worker Safety Codes. If discrepancies occur between these
Specifications and local codes, utility requirements, environmental regulations, etc., the most
„"' stringent requirements shall apply.
8-26.3(1) Security Gate Type "A" New
This item shall include the fabricated or manufactured Cantilever Vehicle Gate, its support
structure, and its installation and tuning.
Security Gate Type "A" shall be in accordance with the following:
a. Gate Frames: Fabricated in accordance with ASTM F 1184-94 (Reapproved .
2000), Type II, Class 2, using 2 inch square aluminum members weighing 0.94 lb/ft, 2 by 4
inch aluminum members weighing 1.71 lb./ft. and a "HI-STRENGTH" one-piece aluminum
track/frame member weighing a minimum of 4.338 lb./ft., a maximum of 4.55 lb./ft., and whose
2 inch square frame members has a top and bottom wall thickness of not less than .250
inches and the outside vertical wall not less than 0.141 inches. Aluminum alloy used shall be
6061-T6 only. For reasons of strength, no other alloy shall be permitted.
The leading 2 inch square frame member shall be equipped with a full height internal stiffening
device securely fastened into place. This internal stiffening device shall be 1.66 inches in
diameter and weigh 2.27 lb./ft. and shall not be visible from the outside.
Internal uprights shall be 2 inch square aluminum spaced equally at no more than 8'-0" on
center subdividing the gate frame into parcels. Internal and external uprights shall be plumb
when the gate has been set in its final configuration. All members shall be welded to form a
ridged one-piece gate frame unit. No bolt-on type tracks shall be allowed. Any splicing of the
gate frames that may be required shall be performed in the factory by welding. No bolt type
splices shall be allowed.
b. Fabric Filler: shall match the fence fabric and be attached to the frame by means
of hook bolts and 5/16 inch truss rods. Fabric shall be attached on all four sides between
„ , each internal upright with hook bolts spaced no more than 15 inches on center as
recommended by the manufacturer. No stretching past the internal uprights shall be allowed.
C. Truss Rods: Internal truss rods shall be 3/8 inch diameter and equipped with
adjustable turnbuckles as recommended by the manufacturer. They shall be attached to 2"by
2" by 3/8" corner gussets that have been welded securely to the frame at each corner and
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SP-60 Division 8—Miscellaneous Construction
drilled for truss rod attachment. No drilling through frame, no cables, and no non-adjustable
tubular diagonal members shall be allowed.
d. Truck Assemblies: shall be swivel type, galvanized steel, with eight replaceable
wheels, factory lubricated and sealed bearings pressed on steel axles, and shall be equipped
with two horizontal steel side rollers with bearings to prevent lateral movement. The side
rollers shall be affixed permanently to the steel body with steel bearing pins. Mounting stud rlr
shall be a 5/8 inch one piece, replaceable stud of carbon steel.
e. Bottom Guide Wheel Assemblies: Two 4 inch diameter hard rubber wheels (one
set) straddling the bottom horizontal gate rail shall be installed, one set on the gate post and
one set on the overhang post. Wheels shall be provided with a safety cover.
NOTE:Wheels less than four inches in diameter will not be accepted.
f. Stop Bracket/End Plug: After gate has been installed, both ends of the one-piece
combination track/frame member shall be completely closed off with a 3/8 inch plate that shall
also serve as a stop bracket. The bottom 2 by 4 inch horizontal rail shall also have both ends
completely closed with a piece of 3/8 inch aluminum plate that has been welded continuously
into place at the factory.
g. Hardware: Gate hangers, latches, brackets, guide assemblies, and stops shall be
aluminum, malleable iron or steel galvanized after fabrication.
h. Posts: Gate posts, latch posts, and overhang posts shall be 4 inches outside
diameter, Schedule 40, galvanized pipe set in 12 by 36 inch deep footings or as
recommended by the manufacturer. Concrete shall be toweled and sloped to shed water
away from the posts.
L Style: Style of gate frame shall be dictated by size of openings. Single Gates shall
be up to 30 feet wide, single-frame construction as recommended by the manufacturer.
Attachment of an additional 2 inch square member to the one piece track/frame member will
not be allowed under any circumstances. Single gate leafs for openings of 22 feet and less
may use a 2 inch square bottom frame member. A 2 by 4 inch bottom member is required on
all other sizes.
j. Substitutions: Requests for substitutions must be received in writing ten days prior
to bid date. They must be submitted with strength and structural calculations evidencing the to
fact that they exhibit strength characteristics equal to or better than the product specified and
must be stamped by a licensed engineer. Only products manufactured within the state where
the installations occur shall be considered. The fence contractor must carry, in stock, a supply
of all components, including, all aluminum extrusions substantial enough to affect repair or
replacement.
k. Single Source: All materials shall be from a single source of manufacture.
I. Certification: Mill certificates verifying that the 6061-T6 alloy has been used and
all other components of this specification have been met.
m(1). Chain Attachment Point: The gate chain attachment point shall be
welded into place at the factory prior to PVC coating. The Contractor shall be responsible
Renton Municipal Airport
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Division 8—Miscellaneous Construction SP-61
for coordination between the place of manufacture and the site so that the chain, when
installed, will operate parallel to the surface of the ground and parallel to the surface of the
gate during its operating cycle.
.o.
m(2): Solid Bar: At the Contractors option, a friction-wheel or gear-driven solid
horizontal bar may be used as the gate driver, providing all other specifications are met.
Am
n. Gate Receiver: Gate Receiver Rollers straddling the top and bottom horizontal
gate rails shall be installed on the gate post. The rollers shall be installed so the gate passes
between them. The gate post shall be offset out of the path of the gate. There shall be
provided a means of padlocking the gate while in the closed position. Pad locks for Type 'A'
gates are included in this contract.
o. UL Warning Sign: UL required Warning Signs shall be provided on both sides of
each gate, located near the "pinch point".
8-26.3(2) Security Gate Type "B" New
This item shall include one manually operated chain link pedestrian gate actuated by both a
""' keypad and a proximity access card reader for both ingress and egress. The Gate shall be
secured with a magnetic lock. The gate frame shall be constructed with all welded connections,
no bolted connections shall be allowed. The gate shall be topped with barb wire to the same
�• requirements as chain link fence.
8-26.3(3) Security Gate Type "C" New
Ow This item shall include one manually operated chain link pedestrian gate actuated by a punch-
lock for ingress, with flipper handles on both sides. The gate shall have a half-round metal plate
centered on the area of the handle. The gate frame shall be constructed with all welded
4' connections, no bolted connections shall be allowed. The gate shall be topped with barb wire to
the same requirements as chain link fence.
N' 8-26.3(4) Security Gate Type "D" New
This item shall include one manually operated chain link pedestrian gate. The gate shall be
constructed to swing open on both sides of the fence. The gate frame shall be constructed with
MW all welded connections, no bolted connections shall be allowed. Barb wire to the same
requirements as chain link fence shall cross the top of the gate but not be attached to the gate.
lam 8-26.3(5) Security Gate Type "E" New
This item shall include one manually operated chain link pedestrian gate actuated by a punch-
lock for ingress, with flipper handles on both sides. The gate shall have a half-round metal plate
"�` centered on the area of the handle. The gate frame shall be constructed with all welded
connections, no bolted connections shall be allowed. The gate shall be topped with barb wire to
the same requirements as chain link fence.
Ow
MW
Airportspecprov.doc Renton Municipal Airport
*W Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www,bxwa.com
aw
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SP-62 Division 8-Miscellaneous Construction
8-26.4 Measurement New
Measurement of Security Gates shall be per each complete gate assembly as furnished and
installed. Gates shall be measured as one gate unit, from gate post to gate post, independent go
of the number of gate leaves contained in each unit.
8-26.5 Payment New
Payment will be made for the following bid items that are included in the Proposal:
Security Gate Type 'A' Per Each
Security Gate Type `B' Per Each
Security Gate Type `C' Per Each
Security Gate Type `D' Per Each
Security Gate Type `E' Per Each
The per each contract price for "Security Gate Type `_' " will be full pay for furnishing all
labor, materials, tools, and equipment necessary for the construction and installation of the rwi
gate, including production of all shop drawings, and all other associated hardware and
furnishings as shown in the Plans and herein specified, including restoring facilities destroyed
or damaged during construction, and salvaging existing materials.
As each gate is installed, partial payment of the per each amount will be made. Partial payment
will not constitute acceptance. Any material will be rejected if found to be faulty even if partial
payment for it has been made. 46
8-27 SECURITY GATE ACTUATORS AND CONTROLS N
8-27.1 Description New
This work shall consist of providing complete vehicle and pedestrian gate actuators and security
controls, as shown in the Plans and herein specified.
rr►
Gates requirements are addressed in Special Provision 8-26 Security Gates.
8-27.2 Materials New to
For the Contractors benefit the following materials are listed herein:
• Gate Motors shall be Elite model K55KXGWZ-8446.
• Controllers shall be Elite Omnicontrol Commercial. 4W
• Surge Suppressors shall be Elite Omnicontrol Surge Suppressor, UL 325 Compliant.
• Emergency Vehicle Pre-emption Detectors shall be 3M Opticom, Series 700.
• Magnetic Locks shall be Elite, Model MG 1300.
• Hydraulic Closers shall be S.Parker, 950 Series.
This materials list in no way relieves the Contractor from the duty of designing and installing a
system compatible with currently installed hardware and software. The Owner will take no
responsibility for the design or constructability of the Contractors system.
�Ir
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Division 8—Miscellaneous Construction SP-63
8-27.3 Construction Requirements New
The Contractor shall submit supplemental working drawings for each security gate to the
Engineer. Drawings shall show the name of the project, the name of Contractor and, if any, the
names of suppliers, manufacturers and subcontractors. Shop drawings shall be submitted
promptly and in orderly sequence so as to cause no delay in prosecution of the Work.
�. Electrical drawings shall show in schematic form ("One-line diagram") how all the various
components of each gate are connected electrically, including but not limited to; power supply
to the new gate assembly from the existing source of power, data lines, vehicle sensor loops,
wireless modems, transformers, and all other electrical connections necessary to construct and
install a complete gate assembly. All voltages and ampere ratings shall be shown, including at
the point of connection to the existing power supply.
One copy of all approved shop drawings shall be kept accessible at the construction site when
the Contractor or Subcontractor is on site. Failure to observe this requirement will be cause for
the engineer to issue an immediate stop work order.
All work will be done in accordance with applicable local, state and federal codes with special
attention applied to environmental regulations, fire codes, and Washington State Department of
Labor and Industries Worker Safety Codes. If discrepancies occur between these
Specifications and local codes, utility requirements, environmental regulations, etc., the most
stringent requirements shall apply.
• Each gate shall be connected by wireless modem and antenna to an existing antenna and
central controller and computer located on the airport tower. The tower equipment is existing in
place and is currently operational. All modems and controllers shall be installed in NEMA
W weatherproof enclosure cases. All NEMA weatherproof enclosure cases shall be metal. All
NEMA weatherproof enclosure cases shall be pedestal mounted per City of Renton Standard
Plan J-031. Modems and Controllers for pedestrian gates shall share NEMA enclosure cases
with vehicular security gates.
The following equipment shall be installed on the "airside" at all vehicle security gates:
1. A Controller Processor installed in NEMA enclosure. This shall be installed on its own
power supply and properly grounded in the nearest junction box with an eight foot
ground rod.
�. 2. a Master Radio Receiver, installed on NEMA enclosure. This shall be installed on its own
power supply. The power source may be split into two transformers both installed in the
NEMA case.
low 3. Gate code transmitters.
4. Gate code Output Receiver
Keypads and proximity card readers shall be installed in a hooded housing unit with light.
Hooded housing units shall be NEMA weatherproof enclosure cases.
Contractor will agree to respond, during the warranty period, to any maintenance problem
"' regarding gate hardware or software within the same day, unless notification is received after
12:30PM, in which case Contractor will respond no later than 8:OOAM the following morning.
Airportspecprov.doc Renton Municipal Airport
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SP-64 Division 8-Miscellaneous Construction
8-27.3(1) Security Gate Controls Type "A" New
This item shall include controls for Cantilever Vehicle Gates. Actuation shall be by both a
keypad and a proximity access card reader for both ingress and egress. Gate power and
security power circuits in conduit shall be installed from the nearest power source. Power
sources shown on the plans are approximate only. The Contractor shall be responsible for
verifying the existence of power sources appropriate to the proposed installation prior to
commencing work.
In case of power failure each gate, whether open or closed at the time of loss of power, shall
fail in the closed and locked condition. Battery back-up shall be capable of actuating the gate a
minimum of twelve (12) cycles. One cycle shall be considered to be a full width opening
(starting from the position of fully closed) followed by a complete closing. Each gate, during
such conditions, shall be provided with means to be padlocked. Two (2) Keys for each gate so ,ar
equipped shall be provided to the Owner upon completion.
8-27.3(2) Security Gate Controls Type "B" New
This item shall include controls for one manually operated pedestrian gate. Actuation shall be
by both a keypad and a proximity access card reader for both ingress and egress. The Gate
shall be secured with a magnetic lock as shown in Section 8-27.2 Materials. The gate shall be
equipped with a hydraulic closer as shown in Section 8-27.2 Materials, mounted on a header
bar plate with philips head screws, which shall be inaccessible from the "landside". Gate power
and security power circuits in buried conduit shall be installed from the nearest power source.
The Contractor shall verify the existence of power sources appropriate to the installation prior to
commencing work.
In case of power failure each gate, whether open or closed at the time of loss of power, shall
fail in the closed and locked condition. Each gate, during such conditions, shall be provided with
means to be unlocked and locked manually. Two (2) Keys for each gate so equipped shall be
provided to the Owner upon completion.
8-27.3(3) Security Gate Controls Type "C" New
This item shall include controls for one manually operated pedestrian gate. Actuation shall be
by a punch-lock for ingress, with flipper handles on both sides. The gate shall be equipped with
a hydraulic closer as shown in Section 8-27.2 Materials, mounted on a header bar plate with
philips head screws, which shall be inaccessible from the "landside". The lock shall be brand w`
"BEST" or equal. Two (2) Keys for each gate shall be provided to the Owner upon completion.
8-27.3(4) Remote Gate Location N-11 + ►
Actuation of this existing gate is by both an existing keypad and an existing proximity access
card reader for both ingress and egress. This gate is currently operational.
This item shall include retrofitting one existing Cantilever Vehicle Gate system with emergency
vehicle detectors and a battery back-up system for actuation of the gate during power outages.
Emergency vehicle detectors at this gate site shall be installed on a mast separate from the
existing antenna mast. Battery back-up units at this location shall be installed in the existing
"Elite" brand housing.
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1�'
Division 8-Miscellaneous Construction SP-65
In case of power failure each gate, whether open or closed at the time of loss of power, shall
fail in the closed and locked condition. Battery back-up shall be capable of actuating the gate a
minimum of twelve (12) cycles. One cycle shall be considered to be a full width opening
(starting from the position of fully closed) followed by a complete closing. Each gate, during
such conditions, shall be provided with means to be padlocked. Two (2) Keys for each gate so
equipped shall be provided to the Owner upon completion.
8-27.4 Measurement New
Measurement of security gate actuators and controllers will be per Lump Sum for a complete
system as furnished and installed.
8-27.5 Payment New
Payment will be made for the following bid items that are included in the Proposal:
MW Security Gate Controls Per Lump Sum
The per lump sum contract price for "Security Gate Controls" will be full pay for furnishing all
4W labor, materials, tools, and equipment necessary for the construction and installation of the
complete gate control system, including production of all shop drawings and all electrical
schematics, Keypads, Card readers, Punch-locks, Hydraulic closers, and all other associated
im hardware and furnishings as shown in the Plans and herein specified, including restoring
facilities destroyed or damaged during construction, and salvaging existing materials.
As each gate is "brought on-line", partial payment of the lump sum amount will be made. Partial
" payment will not constitute acceptance. Any material will be rejected if found to be faulty even if
partial payment for it has been made.
•• Contractor acknowledges and accepts that payment will be made only after successful
demonstration of the operation of each gate. Payment will be made only after receipt by the
owner of a list of serial and model numbers for equipment installed. Serial and model numbers
am on the list shall correspond to installed equipment.
END OF DIVISION 8
MW
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Airponspecprov.doc Renton Municipal Airport
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SP-66
DIVISION 9
MATERIALS
9-00 DEFINITIONS AND TESTS
9-00(A) Recycled Materials (RC) Supplement
The Owner encourages the use of recycled materials whenever practicable, provided that those
materials meet or exceed all applicable requirements described elsewhere in the contract
specifications. Should recycled materials be utilized, the Owner requires that a Recycled
Product Reporting Form be completed by the Contractor.
9-02 BITUMINOUS MATERIALS
9-02.1 Asphalt Material, General
9-02.1(10) Loop Sealant (RC) New
Unless specified otherwise in the Contract or permitted by the Engineer upon request from the 46
Contractor, loop sealant shall be hot-melt, rubberized asphalt sealant (Crafco Loop Detector
Sealant or approved equal), shall meet the penetration, flow, and resilience specifications of
ASTM D3407.
The Contractor shall request and obtain approval from the Engineer for the type of loop sealant
to be used before installing detector loops and shall submit manufacturer cutsheets or other
data if requested by the Engineer in order to enable the Engineer to determine the acceptability
of the sealant.
9-03 AGGREGATES
9-03.8(6)A Basis of Acceptance (RC) Replacement
1. Asphalt Concrete will be accepted based on its conformance to the project job mix formula
(JMF). No material for payment may be produced for use on a project until the job mix
formula has been approved by the Engineer. The mixture shall be designed to meet the
test criteria listed in Section 9-03.8(2) and remain within the limits set forth in 9-03.8(6). The
determination of the job mix formula shall be the responsibility of the Contractor. The
intermingling of asphalt concrete mixtures produced from more than one JMF is prohibited.
Each strip of asphalt concrete pavement placed during a working shift shall conform to a
single job mix formula established for the class of asphalt concrete specified unless there is
a need to make an adjustment to the JMF.
The JMF shall be submitted in writing by the Contractor to the Engineer at least 10 days
prior to the start of paving operations and shall include as a minimum:
A. Percent passing each sieve size.
B. Percent of asphalt cement.
C. Asphalt grade.
D. Mixing temperature.
E. Compaction temperature.
F. Anti-strip agent content.
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am
Division 9—Materials SP-67
.. The Contractor may not make any changes to the JMF without prior written approval of the
Engineer. Should a change in sources of materials be made, a new JMF must be approved
by the Engineer before the new material is used.
2. Job Mix Formula Tolerances.
After the JMF is determined, the several constituents of the mixture at the time of
acceptance shall conform to the following tolerances:
Constituent of Mixture Tolerance Limits
The tolerance limit for each
mix constituent shall not
exceed the broad band
specification limits specified in
Section 9-03.8(6), except the
tolerance limits for sieves
aw designated as 100% passing will
be 99-100.
Aggregate passing Broad band specification limits
.. 1", 3/4", 5/8", 1/2", Section 9-03.8(6).
and 3/8" sieves
Aggregate passing ±6%
1/4" sieve
No Aggregate passing ± 5%
No. 10 sieve
Aggregate passing ± 4%
Im No. 40 sieve
Aggregate passing ±2% (Notel)
No. 200 sieve
Asphalt cement ±0.5% (Note 2)
For open graded mix: Tolerance limits shall be for aggregate gradation only and shall be as
specified in Section 9-03.8(6).
Note 1 —2.0%if less than 50% RAP(Recycled Asphalt Pavement),2.5%for 50% RAP or more.
law Note 2—0.5% if less than 20% RAP, 0.7%for over 20% RAP, but less than 50%RAP, 1.0%for 50%RAP
or greater.
These tolerance limits constitute the allowable limits used in Section 5-04.3(8)A to determine
am acceptance.
aw 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES
9-23.9 Fly Ash (RC) Supplement
Fly ash shall not be used around water lines.
AW
MW
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„.,, Security Gate Replacement
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SP-68 Division 9-Materials
9-29 ILLUMINATION, SIGNALS, ELECTRICAL
9-29.1 Conduit (RC) Supplement
The conduit P.V.C. - non-metallic shall be of the two types indicated below:
1. Schedule 80 Extra heavy wall P.V.C. conforming to ASTM, Standards, to be used in all
installations under paved surfaces.
2. Schedule 40 heavy wall P.V.C. conforming to ASTM Standards. so
9-29.3 Conductors, Cable (RC) Modification
Item 8 is replaced with the following:
8. Detector loop wire shall be No. 12 AWG stranded copper wire, Class B, with chemically
cross-linked polyethylene type RHH-RHW insulation of code thickness.
No splicing of any traffic signal conductor shall be permitted unless otherwise indicated on the
Plans. All conductor runs shall be pulled to the appropriate signal terminal compartment board it
with pressure type binding posts. The only exceptions shall be the splices for detector loops at
the nearest junction box to the loops.
The Contractor shall provide and install all the necessary wiring, fuses and fittings so as to
complete the installation of the equipment as shown on the Plans. All materials and installation
methods, except as noted otherwise herein, shall comply with applicable sections of the
National Electrical Code.
9-29.18(1) Induction Loop Detectors (RC) Supplement
Detector amplifiers shall be Detector Systems model 810A or equal. Induction loop amplifiers
installed with NEMA controls shall conform to current NEMA specifications.
END OF DIVISION 9 0
M
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Renton Municipal Airport
Security Gate Replacement
Phase 2 Airportspecprov.doc
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PART V
TECHNICAL SPECIFICATIONS
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IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
ITEM F-162 CHAIN-LINK FENCES
,,. DESCRIPTION ..................................................................................................................2
MATERIALS......................................................................................................................2
162-2.1 FABRIC.............................................................................................................2
162-2.2 BARBED WIRE. ................................................................................................2
162-2.3 POSTS, RAILS AND BRACES......................................................•---................2
162-2.4 GATES..............................................................................................................2
162-2.5 WIRE TIES AND TENSION WIRES..................................................................2
`r 162-2.6 MISCELLANEOUS FITTINGS AND HARDWARE. ...........................................2
162-2.7 CONCRETE. .....................................................................................................3
162-2.8 MARKING..........................................................................................................3
CONSTRUCTION METHODS .............3
..............................................................................
162-3.1 CLEARING FENCE LINE..................................................................................3
162-3.2 INSTALLING POSTS. .......................................................................................3
."` 162-3.3 INSTALLING TOP RAILS..................................................................................4
162-3.4 INSTALLING BRACES......................................................................................4
162-3.5 INSTALLING FABRIC. ......................................................................................4
,.' 162-3.6 ELECTRICAL GROUNDS.................................................................................4
MATERIAL REQUIREMENTS...........................................................................................4
FEDERAL SPECIFICATION FOR FENCING, WIRE AND POST, METAL CHAIN-LINK
Fence Posts, Top Rails and Braces (RR-F-191/3D)................................................6
Fence Accessories (RR-F-191/4D)....................................................................14
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IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
DESCRIPTION
162-1.1 This item shall consist of furnishing and erecting a 7-foot chain-link fence topped
with barbed wire in accordance with these specifications and the details shown on the
plans and in conformity with the lines and grades shown on the plans or established by the
Engineer.
MATERIALS
162-2.1 FABRIC.
The fabric shall be woven with a 9-gauge polyvinyl chloride (PVC)-coated steel wire in a 2-
inch mesh and shall meet the requirements of ASTM F 668, Class 2b. The color shall be
black. Vinyl coated fabric shall be approved by the owner prior to purchase and installation. -
162-2.2 BARBED WIRE.
Barbed wire shall be 3-strand 12-1/2 gauge zinc-coated wire with 4-point barbs and shall
conform to the requirements of ASTM A 121, Class 3, Chain Link Fence Grade.
162-2.3 POSTS, RAILS AND BRACES.
Line posts, rails, and braces shall be polyvinyl chloride (PVC)-coated galvanized steel pipe ►
conforming to the requirements of ASTM F 1083. The color shall be black. Vinyl coated
posts shall be approved by the owner prior to purchase and installation.
The dimensions of the posts, rails, and braces shall be in accordance with Tables I through
VI of Fed. Spec. RR-F-191/3D.
162-2.4 GATES.
Gate frames shall consist of polyvinyl chloride (PVC)-coated galvanized steel pipe and
shall conform to the specifications for the same material under paragraph 162-2.3. The
fabric shall be of the same type material as used in the fence.
162-2.5 WIRE TIES AND TENSION WIRES.
Wire ties for use in conjunction with a given type of fabric shall be of the same material and
coating weight identified with the fabric type. Tension wire shall be 7-gauge marcelled steel
wire with the same coating as the fabric type and shall conform to ASTM A 824.
All material shall conform to Fed. Spec. RR-F-191/4D.
162-2.6 MISCELLANEOUS FITTINGS AND HARDWARE.
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IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
Miscellaneous steel fittings and hardware for use with steel fabric shall be of commercial
grade steel or better quality, wrought or cast as appropriate to the article, and sufficient in
strength to provide a balanced design when used in conjunction with fabric posts, and
wires of the quality specified herein. All steel fittings and hardware shall be protected with a
zinc coating applied in conformance with ASTM A 153. Barbed wire support arms shall
withstand a load of 250 pounds applied vertically to the outermost end of the arm.
162-2.7 CONCRETE.
Concrete shall be of a commercial grade with a minimum 28-day compressive strength of
2500 psi.
162-2.8 MARKING.
' Each roll of fabric shall carry a tag showing the kind of base metal (steel, aluminum, or
aluminum alloy number), kind of coating, the gauge of the wire, the length of fencing in the
roll, and the name of the manufacturer. Posts, wire, and other fittings shall be identified as
.. to manufacturer, kind of base metal (steel, aluminum, or aluminum alloy number), and kind
of coating.
CONSTRUCTION METHODS
162-3.1 CLEARING FENCE LINE.
All trees, brush, stumps, logs, and other debris which would interfere with the proper
construction of the fence in the required location shall be removed a minimum width of 2
feet on each side of the fence centerline before starting fencing operations. The cost of
removing and disposing of the material shall not constitute a pay item and shall be
considered incidental to fence construction.
162-3.2 INSTALLING POSTS.
All posts shall be set in concrete at the required dimension and depth and at the spacing
shown on the plans. Posts should be spaced not more than 10 feet apart and should be
.. set a minimum of 36 inches in concrete footings. If the frost depth is greater than 36
inches, the posts should be set accordingly. The posts holes shall be in proper alignment
so that there is a minimum of 3 inches of concrete on all sides of the posts.
The concrete shall be thoroughly compacted around the posts by tamping or vibrating and
shall have a smooth finish slightly higher than the ground and sloped to drain away from
the posts. All posts shall be set plumb and to the required grade and alignment. No
materials shall be installed on the posts, nor shall the posts be disturbed in any manner
within 7 days after the individual post footing is completed.
Should solid rock be encountered at a depth less than the planned footing depth, a hole 2
inches larger than the greatest dimension of the posts shall be drilled to a depth of 12
inches. After the posts are set, the remainder of the drilled hole shall be filled with grout,
composed of one part Portland cement and two parts mortar sand. Any remaining space
above the rock shall be filled with concrete in the manner described above.
3- Renton Municipal Airport
Security Gate Replacement
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IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
In lieu of drilling, the rock may be excavated to the required footing depth. No extra
compensation shall be made for rock excavation.
162-3.3 INSTALLING TOP RAILS.
The top rail shall be continuous and shall pass through the post tops. The coupling used to
join the top rail lengths shall allow for expansion.
162-3.4 INSTALLING BRACES.
Horizontal brace rails, with diagonal truss rods and turnbuckles, shall be installed at all
terminal posts.
162-3.5 INSTALLING FABRIC.
The wire fabric shall be firmly attached to the posts and braced in the manner shown on
the plans. All wire shall be stretched taut and shall be installed to the required elevations.
The fence shall generally follow the contour of the ground, with the bottom of the fence
fabric no less than 1 inch or more than 4 inches from the ground surface. Grading shall be
performed where necessary to provide a neat appearance.
At locations of small natural swales or drainage ditches and where it is not practical to
have the fence conform to the general contour of the ground surface, longer posts may be
used and multiple strands of barbed wire stretched thereon to span the opening below the
fence. The vertical clearance between strands of barbed wire shall be 6 inches or less.
162-3.6 ELECTRICAL GROUNDS.
Electrical grounds shall be constructed where a power line passes over the fence and at
500-foot intervals. The ground shall be installed directly below the point of crossing. The
ground shall be accomplished with a copper clad rod 8 feet long and a minimum of 5/8 inch
in diameter driven vertically until the top is 6 inches below the ground surface. A No. 6
solid copper conductor shall be clamped to the rod and to the fence in such a manner that
each element of the fence is grounded. Installation of ground rods shall not constitute a
pay item and shall be considered incidental to fence construction.
MATERIAL REQUIREMENTS
ASTM A 121 Zinc-Coated (Galvanized) Steel Barbed Wire
ASTM A 123 Zinc (Hot Galvanized) Coatings on Products Fabricated from Rolled,
Pressed, and Forged Steel Shapes, Plates, Bars, and Strip
ASTM A 153 Zinc Coating (Hot-Dip) on Iron and Steel Hardware
ASTM A 392 Zinc-Coated Steel Chain-Link Fence Fabric
ASTM A 446 Specification fo Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip
Process, Structural (Physical) Quality
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ill
No
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
am
ASTM A 491 Aluminum-Coated Steel Chain-Link Fence Fabric
Oft ASTM A 569 Steel, Carbon (0.15 Maximum, Percent), Hot Rolled Sheet and Strip
Commercial Quality
Am ASTM A 570 Hot-Rolled Carbon Steel Sheet and Strip Structural Quality
ASTM A 572 High-Strength Low-Alloy Columbium-Vanadium Steels of Structural Quality
ASTM A 585 Aluminum-Coated Steel Barbed Wire
ASTM A 824 Metallic-Coated Steel Marcelled Tension Wire for Use With Chain Link Fence
ASTM B 117 Standard Test Method of Salt Spray (Fog) Testing
ASTM B 221 Aluminum-Alloy Extruded Bars, Rods, Wire Shapes and Tubes
AW ASTM F 668 Poly(vinyl Ch to ride)(PVC)-Coated Steel Chain-Link Fence
ASTM F 1083 Pipe, Steel, Hot-Dipped Zinc-coated (galvanized) Welded, for Fence
.. Structures
ASTM F 1183 Aluminum Alloy Chain Link Fence Fabric
ww
ASTM F 1234 Protective Coatings on Steel Framework for Fences
Fed. Spec. Fencing, Wire and Post, Metal (Chain-Link RR-F-191/3D Fence Posts, Top
Rails and Braces)
Fed. Spec. Fencing, Wire and Post, Metal (Chain-Link RR-F-191/4D Fence Accessories)
END OF ITEM F-162
�.
-5- Renton Municipal Airport
Security Gate Replacement
AM Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
lM+
RR-F-191/30
14 May 1990
SUPERSEDING
RR-F-191/3C
July 22. 1931
FEDERAL SPECIFICATION SHEET
FENCING, WIRE AND POST, METAL (CHAIN-LINK
FENCE POSTS, TOP RAILS AND BRACES)
(DETATT. SPECIFICATION)
This Federal specification is approved by the Commissioner, Federal
Supply Service. Ceneral Services Adninistration, for use of all
Federal agencies.
f
(This specification forms a part of the latest ..,sue of Federal
specification, RP,F•191K/GE-N)
1. SCOPE ANr CL4SSI.FTCATTON
1.1 Scope. This specification covers general requirements for chair.-link
fence l5vst.S. tul; rails, at: br+;:es.
1.2 Classification.. Chair.-'_ink fence posts, top rails, and braces will be
of the applicable class. --zc, a:d gran:;: as spccificd (s^c 6.5
Class 1 - Steel pipe.
Cradc P. hc)t-dip zinc-conrcd after fabrication with 1.9 ounces of VP
zinc por square foot of cowed surface area.
Grad: t - riot-dip zinc-coated with G,3 cume CAS; of ::.Inc per square foot
of excernei coated surface Area. :the interior surface
shall be itoc-din zi.rsc-coated or zinc rich painted to a
minimum thickness of three. mils.
— ------•----....-._...... ------°----•---• ......... -
iBene-ficiai comments irecommirdac;ons, aditit.ions, dclecions) and any pertinent;
data which may be of use in improving, this docum:enr should be addressed to:
(COremanding Officer (Code i`)h;, Nava, Construction Battalion Center, Port I
(Hueneme. CA 93()43-SOOO. by usir:g the self-addressed 5condareination I
IDncument improvvmcnC Pr'opvs.al .'Dr. Form 1421.1 app(earir: at. tl-.e and of this I
Id.ncument or by ;enter .... _....... ' to
FSC 5660
DISTRIBUTION StA EMENI A. .ppr. Fd fc- ,r:::1ic r.c:cosc: dis':ribltt.ion is
unlimited.
-6- Renton Municipal Airport
Security Gate Replacement
Phase 2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
..
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
w
Size • Dursidc !l L1W'tCr mul.riplicct h.N• (r.) minimum Walt
thickr:ass in inches:
SPI 1.660 gD x 0.111
SP2 I.90 OD x 0.120
SP3 2.375 0D x 0.130
AM+ SP4 2.875 DD x 0.160
SPS 4,00 pD x 0.226
SP6 6.625 0D x 0.280
SP7 8.625 0D x 0.322
so Glass 2 Aluminum Pipe.
Size outside diameter in inches x weight
per foul vt length (Ih%ft)
AV API 7.629 t:D x 0.785 lb/ft
AP2 1.864 01) x 13.940 1n/ft
AP3 2.351 OD. x 1 .264 lb/ft
A114 2,846 0D % 2.004 lblft
am AP: 3.960 aD x 3.15-1 .1b/f r
AP6 6:559 OD x 6.554 lh/fr
AV 8.625 (3D x 9.878 1h/ft
Glass 3 For-s^ed 5ter.1 sections,
rrr
per foot of length
FS1 1..62.5 by 1.25 x 1 .35 1b/ft
FS2 1.875 by 1 .625 z 2.40 lh;'fr
FS3 2.2)0 h%: 1..70 >:
FS! 3.50 bv. -.50 x 5... 1 b/F:
' Glass 4 Steel N•sec_ions.
Size - Csu;cidr dimennians in nch,:�s .. r. gh
per tnor. of length (Ib/its.
Sal 2.25 by 1.'0 x 3.43 lb/ft
Class 5 Aluminum ?-1->'ecLions.
s4n., (l.ir'...... <1:t+:.n::.. to ti!• .. .. .. '� .
At:l ..S75 1.:[:" °t :h'°:
AH2 2.2 50 by 2.0Ct :. ,.22 D.,/fr
dw
+w
ev
.w.
-7- Renton Municipal Airport
Security Gate Replacement
Phase 2
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
Class 6 - Steel square sections.
Size - Outside dimensions in inches r. weiglst
per foot of length (lb/"ft):
51 2.O.t by 2.00 x 2.6U lb/ft
SS2 2.50 by 1.50 x 5.10 lb/ft
Class 7 Aluminum square sections.
Size - outside dimensions in inches x weight
per foot of lengt:b (Ib/ft:):
A51 2.50 by 2.50 r 1 .2.5 lb/ft
AS3 3.00 by 3.00 x 2.45 lb/ft
2. APPLICABLE DOCUMENTS
2 1 NC^_`GG�>NrT18�C 3�^�LT�e7}tS. The foiiowing. other o, t nve-nmanr
..•:.or>�.;s fnrm 's�val"t r1' tai s. srecifir.at:nn ro thv nxtrn ;>ec.i.f led herein.
L`niess O hervise specified, the iaues are those,. cited in the solicits-,io-
ASTM A 90 Test for *Weight. of Coating on Zinc-Coatcd
:,lv.gni:.ett't
ASTM A 570 Hot Rolled Sbeet and Strip,yS ructural Q::aliCy.
ASTN< A 572/A 57/2M High-Strength Low-Alloy Columbiun,-vanadium Steel
of Str.uctu:-Al r}tcali r.v.
ASTM o 227 rlumi.rtttm•Alloy Extruded Bar_. kreb, `.wire., Shapes
and Tubcs,
AST„ 2 �2 9 aluminum Alloy Extruded Stru,--.-'tTal Fier' Ar... Tetye.
ASTM E b Tensiion Testing of Mer;all.ic- Mt,::r:tiais.
ASTM F 1083 Pipe, Steel. Mot-Dipped Zinc-C:Oxted c alvan±>ed;
Weida±c? f?�r ;'er.r.a S:'ruc•.r;tre5.
Ap•p.lica•ion for Cvl:lgN s}}uta t: bc, scki'v:v."is r. t.i, .. 'iif
Phil.atlr:}.ohia, PA l`"tiiil t
3. FEt LU'FE'4ENTS
3. F otl,erwia;. specified tra;ericl
:;hall F,c not-dip zinc-cc:u c 1 nit all sur`t:e= wt rh ;yr, averat•e >:>;Fitt of noc less
L.Y. ounces of zinc T.r. squarer £rn?t of coatEd surfnce arva t•`hen tr:e »v:gn,
:,: fr:F ..1 i`r. :o8�lt:f7, 5}l ?1 �,{, 'C?>•Fr ::)l,d:'1 _. ULLrr•l ti:'i .. r•�i':<'!- .'17n sp-"'i 1t_..
3.2 C, p'7 cqi t.inz 'ltd malarial. rnezt color cor_t:ng is required the color.
sh ;7 t,• as: ;pe..+Ai,'d (set ,,,i;, mid sire?l ;vatch `h,-- color =pP:i=ied .... .itain•
?in}: .0 2:i s :i:c.? it F.R t . S7r•: Host.=>. .0-. }. :,•.. _ ?:,:'.,
,.,n:•-cf�oa.ec. or t ca� ;0s. C'0 or it
8 Renton Municipal Airport
Security Gate Replacement
Phase 2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
r
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
.r
F:k-i:••191/3D
Unless otherwise specifies) (ses 6.1), color coating material shall be at the
option of the manufacturer. shall be zinc-coated in accordance with 3.1, prior
to application of color coating. Uttless otherwise specified (see 6.1) , color
coari.ng material shall be at zhe npti.on of the manufacturer.
3.3 Pirnensions and tolerances. Tolerances for weight per foot
requirements are minus 5 percent with no limit on plus. The tolerance
for the dimensions far posts is minus 2 percent and plus 5 percent.
3.4 Description.
3.4.1 Cia=§_j steel pipe grades A and B. Pipe conforming to ASTK F 1.083
(schedule 40 standard weigh_" means or exceeds the regvirerrents for grades A
and B. Steel pipe other than ASTM F 1083 (schridule 40 standard weight) shall
ure�t the ,utS1,'& dimensions ..::d mini:-up.. wall thickness required and rh�if. ha:•:•
min-m,= yield strength of- 50,000 psi. Grade A pipe shall be hot-dipped zinc
so coated inside and out with an average weigh,. of not less than 1.9 ounces of
zinc per square foot of coated surface area Unless otherwise specified Cste
6.1). grade B pipe shall, be hot-dipped zinc-coasted with an average weight of
TtOt less r-htin 0.9 curses of ,zi.ne per s ursre font of exterior surface and shall
bp over coa;.ed wi.c:h a cletsr acralic or pnlve.•_er The. .internal surfare of
grade B pipe shall. have a protective coating of hot clipped zinc or zinc rich
paint with a minimum thickness of threF- mile.
3.4.2 class ? alu:a:t::.:;: Pip._. Class: 2 alum.intup.. pipe material shall
Mt
conform to ASTM B 429. alloy 6:363. t:emuer T6.
3.4.3 G'.ass ; form,-rl feel. tiect";ors. Formed steel section wareria' shslf
bF formed from sheet stee' cnnfcnr-fng t,:- ASTR A 57 , grade 35 for PSI and FS4.
and ASTM A 570, grade 45 for. FS2 and FS3.
Cl.as• st -f H-aec::;_a_r., St•c_ H be from
steed conforming to ASTM :1 572. grade 44.
3,4.4 class 5 - alwtlin�lrr li-secrlen. Alutrinum H-section material shall
con:fc.rm ASTM B 221, alit- S015!. _-^.:per 'lf:
L,.4,6 t.18S5. 6 - str+.l. e:uat'cr i.ic.;.i.ctt, ater.i suu.+t'e se:ctic,ns shr,�; he
produced from ..^.reef h;:,;np. » r.,irrirr�.an 1ie'ti strer:c•th of 40.()00 pounds per
+Yr square inch..
3.%.. :_lass aitr it..._- {: ;l? ec--ipl?. i i,.:ai^aa. sq:arc• >ectior. m<.ter.u_
S11J:'1 corifr.l'n: Pn A:�TT` R
4W '3 5 Posrs. :nlec;s ocEtr: shc,;ll. r:i ,sec {:., pr. s?:all _cnfc..n
tabies i thtu i.an}._h ;>:SCS x11,111 :u: c:ompv-_'ble wit!) tl:e specified
fance. height. or steal: ;,,> ,,. fs<.c. Th;: ;-ev, "T rmimil rrs:.
shat.i apply to end, torn.?t .d r•ui1 Fns _.. Tha tern, Line Scats" .. tt,?fined
W As the vertical posts instaLle,! betweeTi terminal po::r.s. The term Gate post..';"
Si23.L1 apply LG the pest tiuis?ot.ing the ar.i.gh: of :ire ga t.
AW
am
.•:::ww�:aw+�ecae-ax,N:aw.w.v.��ra:•aev.�•.cs�.w:tiw• <wau�n+w�savvroa�•wu.��eenwmwn:aro.�o.+xw�+�uuaveo ww�uxas�vmw..�E•uva>vruav;.mc�.-aswaaav��c.�r..wwti�w:xmraoea�•unw
4W
.9. Renton Municipal Airport
Security Gate Replacement
Phase 2
or
'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
TABLE I Pogrg of claqA 1 Arppl ripe. grades h and B
(Post ]:Ype Fabric He ghee Size
i Termilial up to C SP3
v V k-.1.
I!Lina up to 6 it SP2
up to 8 ft SF3
over 8 it S?4
Cate Leaf ',lidths
up tc 6 ft
I I I- SP5
up to 18 fr SP6 1
up tc, 2') f sp-.;
............................
TABLE 11. Posts of class 2 auminwn Pipe.
....... -----Fab...
Li ne UP t•% 6
.a f-.V i d Z:11 G
(Gate p to 40
p r
-------------
TA5LF. I L I. !lrsrq of class I forrspLi steel secricn.
------------
jl'ost arto tie iph%'> Siz,-
;Linr-
FS,'
T rrr. ia All hcight_
-..._.......•. - ..........------------ .... ..................
TARL: IV,, Pts,,-.n of class; 4 steel
----------------------------- ........
1A ric zn-
...................
-10- Renton Municipal Airport
Security Gate Replacement
Phase 2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
'�' kit-fi-i91J'3ll
TABLE V. Posts cf class 5 aluminum H•sectior..
(Post Tyne Fabric Heights Size I
( i
(Line All heights ti.H2 j
1w
TABLE VT. Posts of class 6 steel square section.
Uost Type Fabric Heights — size I
i I
ro (Terminal up to 6 it SS1 j
i over 6 ft S52 i
i
f Cato Loaf
1w up to 6 El- SS2
I
TABLE V111. Posts of class ' aluminums square section.
° " -- ..._
(Post Tyne __.Pabrie HeUbrs Size. I
iTclte:iuhl AS1 i
I Over t! It. iiS3 i
i
i Gate
f I
l Gate up to 6 f t. AS2 i
1wj—---- -- --—— --------•------------------------_.......-•--°---......_-.._._.__
3.6 Top rails and kracvs. Top rails «nd bract-.s, when en :i:cr., �ha)) be
of the class, brad, • and S it
ize as specifie (s'..e. 6.1).
1.6.1 Rail connect.-nrs. Top rail )F,n th5 Shall be. E.i*_ted wl—,h 6-inch
1w connectors of the same inater al as the rail or shai.1 have a 1-inch long swage
on one end for connecting into a continuous run. Suitable fittings shall be
provided for securing top rail to each gate, cornet, and end posts
w+ 3 6.2 yX.vr;es. Braces shall be provided for gate punts and each terminal
post. W!wll a top riril is not ur>ed. Wn±.n fabric acig'r .. , 6 Lc.:c (`,) or
brares shall h- C„CI:i S)iCtl With or Wiraloen'[. ".op t111. FroCC:s �:.C(:Rd2r:q tC iil)e
;lost shall 6p co<;np tec, �;ack I,, t}fir of nr,::i. �, 'Ji:6 inch
minimum.. outside diameter tru s rod and tightener r?cublf, brace, hall be
furnished -nt>r, .abric height is over n ft:
QUA1,1TY ASSUIi AN-E PROVISIUNS
k.i Resporsi;?;1.>. _.i.q:l: l;,sitgr Lois. (see P.R.-i lylf:i E'
4.2 S ;riplii—, (Soe Y •f 1 t1 %C:C''. .:�....io:,
rir
am
11 Renton Municipal Airport
Security Gate Replacement
Phase 2
er
'rovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
4.3 Ekamintr+on. Examine posts, top rails. and braces for defects listed
in table V?Ii.
1ABLF Vill Cl.assi. i.cacinn of defects, posts, rails, and btaee6.
� .� r!°}G•cC5 Maier Hinar
I I
!Class, size, and grade not as specified. z I
IKaterial not as specified. x 1
;Dimensions and weights not within tolerance. x
IColor rtot as specified, x 1
iWelght of zinc coating oat as specified. x I
ICont.fng ctit, scratched, or :abraded expo5ttig bare metal.. * f
;Damage or defects Affecting function or serviceability, x I
jDanabe or defecta roc afiocting funcz.:on cr
I --...—-------------
--- — --"--"- I
4.5 Test methods
4.4.1. Yield s engtt:. Prepered a spacim«r. oht.Nni.ned from the material and
Ciy:.-:•l"t;.i t">:• •{f!l.<i 5e-':r n�;tl: fl i.:<::�:(t._{".:t` wt}. �C•i F� .. C: <.N:. ? +.hi.
4.4.'1 Zinc.-coa=on s=Fe: t,oc s_�__to,�_z��ls and t>raceF,. Determine weight
In ac.cordai'ic<, c:..t.l', AST.. .i
5. PP.EPAt&TION FOR DELIVERY (Sue. PR-F-i9l-K/C.EN J
6. NurEs
(This sect inn conr.a;ns inform<ir icr of ;{ ptnc-rat �-r e`cplarlatory r.ati.m- that.
way he helpful , but i., r;01 m2ndato-_,
6,1 Orde- ^,r• data. Narcha ers s!»:ld ac•lec.t the-: n-eftrred nprions
permitted herein and iricludr: r.he following informacit,n in acquisition
docume.nt.s:
a. Title. nurrbe:r, and date- of ci•is specificot:ir.,n.
b. Clat Ls. 8rid ar'6E: f�uirel f sEr I
c ':ssuc of Ii(;DI"s to t,e cited in c?te 5•?iiciratinn• and if rFqufrad,
the specific _..sue of individual documents re£er.-e:nced (see ..l). 40
d. When woi.ghr. of Zinc :oa;Snf i.s CO ne. oti:&r than spe•r.ified (See T
e. Color coating required anc cc•lt:r req:;ired (see . Z),
f tfh:•r. (•n',nr Cn:rt;>,; er. c .... ... th.I tit:•. ifio,t and maarerial
rcq•ti r•t•d r•;co ? 'j
F.. :Then gr'ni3r. 11 ._oa_:nt:s .arc v`hcr :!'tar• spf•e;f ied ,,< -3.e, 1 1.
i:. ?,en -!acts. rtr;. .: r c r• : ;t.r; i':.iec3
i. C?asn. gt•adc and size-:
{., Class, grade and siz- u€ braces specified (see 3.6i.
-12- Renton Municipal Airport
Security Gate Replacement
Phase 2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
ow
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
MILITARY CUSTOPIA4S' CIVIL AGENCY COORDINATINC ACTIVITIES:
Armv - ME GSA TS5
Navy - YD HES FVC
Air Force - 99 INTERIOR - BUM,
Review Activities
PREPARING ACTIVITY*
Air Force c - 94
DLA - CS N a Y)
do User Activities (Pro.ec-- 9660-('090)
Army CE
Orders for this publication are co be placed with General Services
ictin- cis an avRFt for Of Documents. See
sectiOrl 2 Of this
referenced herein.
wr
1w
,4w
ow
-13- Renton Municipal Airport
Security Gale Replacement
Phase 2
,rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
46
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
+
i31t-1•-z��fuif
aX 11LO l
SUPERSEDI:tC
RR-i<-191/4C
July 22, 1981
FEDERAL SPECIFICATION SHEET Iii
I`UCINC, WIRE AND POST, METAL (CHAIN-LIME FENCE ACCESSORIES)
(DETAIL SPECIFICATION)
This Ftderal specification is approved by the Commissioner, Feder»LI �6111
Supply Service, General Services Administration.. for use of all
Federal agancios.
(This specification forms a part of the latest issue of Federal
spenifleat.ion 3ife^ <141ti/CrtJ},
1. SCOPE AND CLASSIFICATION
1.1- &22�, Tbis spec:if escion covers general requirements for chain-link
fence accessories.
1_2 QAggi��i ration. Chain-Jwink rente accessories. is
Item 1 - Caps-
Item 2 - Rail, and brace ends.
Item 3 - Anil sleeves,
Item 4 - hire ties anti clips.
Tram 5 - grace hAndc.
Item 6 Tension Sirs,
Item 7 Tension barn,
Item a - Tension wire,
Item 9 - Truss rods.
Item 10 - Sartod wird.,
Item .21 Rkrhed w.i.rfa Support arms
Item 12 - Miscellaneous accessories.
j}lerefici4l cmments skuirious, deter.ians) arad Any parti:s=esrtj
jdata %ihtrh may be n£ rcae in improving. this d6cumArt should he addressed to,, I
RCoamanding Officer (Code 156), Naval Cansrruation .Battalion Center. Fart j
rHueneme, CA 43043-5000, by u Ing the se1.E-Addres.se:1 St:axdardiiasLoxz j
[Document Improvement Prcpossi {t)0 Form 1426) appearing at the and of this j
FSC $660
DISIE'l-AUTI N STAMEN— A. Approved for public releasa, discritutiort is
i
-14- Renton Municipal Airport
Security Gate Replacement
Phase 2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
aw
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
+e.
unlimited,
2. AFFLICABt—S DOCUMENTS
ww
dgcmertvc, Thos foltaiwing outer non-t overnment documents
foZa a :part of this specifications to the extent spocifiad herein. Unleas
otherwise specified. the £souess ss.ra those cited in the solicitation,
ASTM A 90 - Test for Weight of Coating oA %irte-Coated (Galvanized)
'iron or Steel Articles.
mar ASIX A 426 - Testa_ for Weight of Coating on Aluxsinum-Coasted Iron Or
Steel Articles.
AS IN 3 211 - Aluminum-h11oy Bars,. Rads. and Vire.
AS`M 8 467 - heasur.t.ng Ketal and Oxide Coating Thicknesses by
1,14croscopical Examination: of a Cross Section.
A,,S'Ili Z 376 - Coating Thteknens by Magnaatic—Field or Eddy-Current
(Electromagnetic),
(Application for copse, should be addressed to the AS's, 1916 Race Street,
Phiiedelph;,e, PA 1910.:,
3: P,E(2llIRl3i:E:s'i:S
3,.1 Kat�tg ialss, ifaterlals shall be as apacifi.ed herein sand in epplir-able
specifications and srandards, ssnd oalner.ra£erencx:d :daeauRenttss, Materials not
specified shall he ::;elected by the contractor and shall be subject to at'.
provisions of this .specification, ttate:rials :;hall be free of defects uhich
adversely affect. per€orsamara_ or atrvicoubillrf of the finished produce.
+rwss :3,2 i r.-r.nac' Ur>IP.Sa eeCiterwt.se spacificd (see 6.1), all ferrous
accas>or .es shall be hot-dip zinc-coated with an average weight of not logs
Oman 1..2 ounces of zinc per square foot ofzt.oatrsd surface avra.
3.3 l.or :c:oa 'np and tmareria Uhen color Coating l.e r'equirad the color
' shall be as specified (sae 6.1), and shall :catch the color specified for chain-
link fabric as r-Itesd in Rp.-17-151/IA. F'etrous xccessr,ries shall be z.ioc-coated in
acrordauco with 3.2, prior to application of color Coating. Unless; othervi.s>e
specified (see 6-1), color coating material ahal:l tie at the option of the
rr manufacturer.
3.4 umm.
3.4.1 I&SM 1, 992N, All exposed ends of .tubular poor.& shall. be fitted vith
low caps. The cap sbAll ft.t snugly over rte poets and exclude Moisture such as
rain. Vhen top rail is provided the caps shall have. a ring or hole sutrable £'ar
the throasga passage of the cop rail.. Gaps shall he :formed steel, malleable or
cast iron, or aluminum alloy.
wr 3.4..2 T 2 tjoy rail nd r�Irggg ends. Ends for top rail arsd braces shall.
be (rt'ovidad when trap rail or bracers Are required, Top rail and brace ends shall
be .orsmad steel> mal.loabla or cast iron, or a.2unl.ntm slloy.
gwr
2
+rr
.rr
-15- Renton Municipal Airport
Security Gate Replacement
awr Phase 2
'rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
FR-b'.291/z+D
1
3.4.3 v- . 'rop rail s .eavaa shall fallow for WXPAnsian
,-,,a contraction of the rap ran. 'Fag: rail slervev shall have a mini.amuns langth
of inetxes. .ttnsi be of the somas mArr:rxal as the tap rail. Top rails provided
with 3•1-nith awafe_.ends are acceptable in lieu of cop rail sieevas.
3,4,4 'Srgak 4: min. �€a_ 1Lxi&.�bP€:, hire ties or clips shall be provided
for attaching fabric to lines posts, top rail, er tension wire. 'Wire ties axid
clips shall bet At intervals taut greater than 15-inches when attaching, abria or
lisle posts, and the space interval shall not exceed 24-inches when attaching
fabric_ to top rails or tension wire, Unleas o,.tterwlsa specified (see 6,1), wire
ties and clips ahall be not lass rha%i the fabric wires gage size and of than oases
coatings. Tba winimum veiaht for zinc coated wire ties and clipca is 0,8 ounces �
of zinc per foot of coated surface Area, 41re ties and clips uhall not Erazitmre
when tooted Lit Accordance Vitt-, 4A. t..
31d 5, hrlage and lg:.a,;;lc;, hands. Brace bands shall be used
to astute top rail and brace ends to terminal. posts. When tension bars are
used, tension bends shall bet used far searuring chain-link fabric at each
cerotna3 gout (sea- 3,4.6)- Spacing of hensioi< bands os: posts shall be at
15-inch intervals or loess. Btascas acrd Ca nsion hands shall be steel and shall. bt;-
3/4-inch wide by 1/10-inch thick nottinal. �
3.4..6 jtgm 7 Ln 4_an bars. "'aareion bars fox 1-3f4 and 2-inch mesh shall
be no leas than 3/16 by: pZG ineh or equivsient cross-sectional ores. Tension
bars for 1-inch mesh shall'be no less than 3,/8 by 3/16- or equivalent
cross-sectional. area.. A tension bar shall be provided where ehain-link fabric:
meets terminal posts. T*,ision bat shall be steel, of a contlnuvuK lelkg.0t
compatible v£ch the height arf the fence and shall be threaded through tho
fabric and aetached to tha post by tansio:r bands (sear a-4.5)_ Roll formed
posts With integral loops fear weaving f::hrkc to pesrs tares acceptable in lieu �►
of tension bars.
3.4.7' S EgnsiQn wir::. Tcnst.an wire shall be fuzn'tahed wher. top rail.
Is not requi.rod. Tension wire steal. be usnd at the LX tC--00 of the Unto when
fabric is not otherwise secured. Termivn wire anhall be ziv-- Coasted steal, 40
aluminum contcd steel, polyvinyl chl.or_de (P%,C) over r..inc-coated sca:el, or
aluminum alloy as spec=ified (sae 6.1). Unless uthorvise specified (sne 6,1),
all terrsi.on wtro shall be 2 ,gAge, viral size wi.tb an outside diaa:a€ter of
0,177-incch (0.005-Inch).
3.4.7,1 1,;teel rangien wire,. Stares tension ,sire shall be ssarcelled or
crimped coil spri=ng hard tempered carbons steel wire. The tension wire: shalt,
have a minimum tensile strength of 75.000 pounds par sgr:ara i:neh, zinc coated
steel shall not have less then 1.2 ounces of zinc Per square faoc of coated.
surface area unless otherwise speeded (son 6.1;. Aluminum tested steel shall
not havo less thin 0.4.0 oumcex of alun.iaun per square foor at coated surface
area. Unless otherwise specified (see 6A),, PVC —atad wiry shall have min:hewn
coating of 0.007-inchaiS, T:re coatings shalt match the fencer fabric.
±,la.7.2 tzs to a ign 4Ire. Aluminum alloy tension wire shall
conform to the cherleal cc*pasition of AS es & 211. Alloy £061.-T94,
W
3
16- Renton Municipal Airport
Security Gate Replacement
Phase 2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
MI
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
4W
rgdn- Truss rods shall be steel and have a minimam
diasstccrar of 5/161-£ncli.
3.4.9 Imp I.D. rb. d wi, , !Barbed vise shall consist of two l2-i/2-.gage
0..093-inch (+0.0{}5-inch) misted line wirers with 14-g4ga 0.080-inch
(++O.005-inch) taursd barbs. Rarbad vita ahatill ba X1nc'-4o4&tad steel, aluminum
+rw coated steel, alumivum eiltsv, or Pvc over t:inc-coated steel as specified
(see 6.1). All baris:s shall consist of four points atut spacing of barbs shall he
at 5-inch (32-inch) centers..
3<4.9,1 Zinc-caattd steel barbed faire
d shall have a zinc coating of at least 0.80 ounces per square four of coated
surface area {see
3,4.9.2 Alum t b virg, Aluainksm-costad steel barbed
wire shA11. have an aluminum Coart.n.g of at least 0.30 ounces par, squnra foot of
coated surface area (see 4.4,2,1). Solid olum inum barbs are acceptable.
3.4.93 vC soared: steel. ha tad Loire•, PVC coated steel barbed wire ,hall
Nave a PVC'coating of at t.eart 0.007-inch rhfcknesas. Wire shall be coated with
a minimum of 0,3 ounces of zinc :par square foot of coated surface area or meat
the rezpairttmLnes of 3.4;9;2. before application of th& PVC Coating,
3,4•3.4 Aluminum alloy barbed wire shall
L`OlIfOrM to the chemical composition of ASTM R 211, Alloy 606:1-T94.
3.5 to b4Mrb2d wit 0r& IlMs, barbell wire support areas shall, be
of the following cypes as Specified (sea: 6.1).
am (A) Sinsle - arm, for three barbed wire strands.
(b) V arms, for .six barbed wise str.xndn_
(r.) A terms., fair, five barbed wire strands,
O''hen installad, the barred wire support arms shalt project at at, angle of
aw 45 ± 5 degraes from the plansa. of the favea line and the outer strand of barbed
wirer shall he positioned :.12 ± 2-inchea b*rizontei.ley Ertsm the fence line.
Intermediate strands of barbed wire shall be uniformly spaced between r:he
9crand alt the evil o the support ar:m and the fabric. . All support a<:as shall
w be fitted with clips or slots for ar;ath;.ttg the barbed wire to the. &upporc
axxt, Support arms shall, be capable of withstanding a load of 250 pourids (lb,-,)
when tossed tn.. accordance with 4.4.3,
3.5 lr-m 12- Miaggli—e2ul Unless otherwise specified
sr (sae E,l) mtaan'ilanauus items, such tau halts, nvts, and washers shall be
galvanized steel or Aluminum alloy at rho manufacturer's option.
4, UA1.11Y ASSURAMGf FIR S
+n l grapons' '7 ft.t-for (See KG.r.1913+/a:8 )
4.,1 SrtLL (Sea )t6-f-19].Y..{"C>EN, section 6)
air 4.3 3?aAn+/sit leite: Examine acce,saac£ea for defects Listed in table i.
4
400
i
a�
-17- Renton Municipal Airport
Security Gate Replacement
Phase 2
+r.
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
itR-F•lY1JrA
TAsTx viii. classif,wcarion of defects, poste, rails, and braces,
-------- 1
}Item not as specified, x 3
ITsrnsion wire nor as specified. St
helot not as specified. .s
IDiuntssions not within rolerance where applicable. x €
laarbad wire not as specified' x �
(herbed wire supper arwz e)at as specified. x 1`
11DaMase ar defects affecting function or sierviceabiling, x f
j sga or def.eetq nor atfocti.ng. function or aervicesbilUy, x E
4.3,1 is '.es of taanrls CA dismggr..!?. Vii:. Deterni-nes thae 4hiekeina t using
a suitable o crometer, Keasute diameter of wire by talon& the es:rera.se of two
dimetssions at r1rht angles to each other.
k,tjglsiJ; met uif ,
4.4,1 p• & , n rUs. aftnd wire flow which tier and clips are formed
chrough an enfle of 1550 degrees (0) on a mandrel having the eame aameter as the
wire under test to da4e:mire confornsance to reviramerms Of 3.4,4-.
4,4.2 Q*A&tAad r-
4.4,2.1 kii gfzinc coazinp, Detarmine weight of ztnr coating in �
accordayme With ASTH A 90 (saes 3.4.7.1 and
4.te,2.2 lJe s?tt o ?. u? inuo iir7,g. Detervi.ne wre3ght Of sl:wainsua costing
in aacoi:dance with ASTM A 429 (serf 3,4.7.,.1. and
4<4.2.3 rt t,•:.,F j_Sg_i���,miz�err- :oca,+era.. )erermine th ckne.s of alumir=seta by
airy *fete of tho foll.owio& esutt eds (siai- 3.4.7.1 and 3,46,9.2).
4,4.2.3.1 Determine the. thirknRS& icy taking half of the g'
differetsa.e between the diameter of the atuatinurd-meted wire and the diameter
of the wire after stripping the alusei.nunz, or determined Mtc oscag3cri11y in
aceordante v.i.rh ASTM 3 487. use the teea:e of two rarasvrements at right angle,,
to each other when d&tarn:ining the diameter of chef roamed or-the stripped
wire, or ussa the revere of Glee coating thickness taken at ripht anslos to e$e=h
other -whoa deaterminesd micrnQropicall-y.
4.4.2.3.2 tE. ostvrmixse thickness of ai:uminwa coating :megneticslly
in accordance with ASTM E 376.
4,.4,3 &where ai:ro 2esn,eort items. cla:Rp the base of the arcs securely. Apply
a vartital 250-14 'Lead ikzra the outer strand of barbAW uirf-k ronnreta to the
arse, permanent daflect-ion of 01e err. is rouse for rejection (sec 3..S).
�1
5, PREPARATION FOR DFLi ER1 ;See f�t-�-LaltctOF,�i}.
1
18- Renton Municipal Airport
Security Gate Replacement
Phase 2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
f
AV
IV. TECHNICAL SPECIFICATIONS CITY OF RENTON
('pia section contains information of a general or explanacory nature that
'ae4Y be helpfU . but to not mandatary.)
Purchasurs should selocr, rha proferrad options pesr itmd
► heroin and include clip following;, informarion in acquisition documents.
A, Title; nwnber, sseti date of this spacificar.ion.
Usue of DODIS5 to be clued in ne solititocioi:, and If regisireed,
AM 011 apecific Lssna. of indSvidual documents referenced (son 2.1).
C, Item 1�vquixed (:see 1.2).
4, Material for aceas oriea if other than specified (sae 3.1).
e. Zinc_ ea.acina It orhar own specified (soe 3.2).
f. Color coating raatcriul if ocher than specifiers eqd Fol.or required
(sae 3.3).
g. Type of tension wire required (see 3.4.7).
h, Uhan wire ides and clips are to be other than required (see 3.4:.4).
I. when tension wire is to he other than 7 gage and gage required
(nee 3.4.7).
j. Zinc costing for steel rs:nsicn wire iE o:he.r than specified
(see
k, Type of bathed wire required (see 3.4.9).
1, Type of bar£►ed cairn xuppnrr arras snquired ;sew 3..5;..
sa, Anen miscellaneous aceassor.ias axe not the manufaeturer,s opt:iovs
'
And the :sr..r-YSS�nx4.na eprci.fied (sec 3.$).
5.Z epasso �. Con>ul.t mareufacrtmers or suppliers whan ordering
accessories since some ucceessories are furnished with all chain-link fencing.
ar
M:XLI:TARY CUSTODIANS- CYytt, AGFNCY COORUI.?IATING ACTIit?T.T3$;
Navy y)) HHS - FEC
Air Force - 99 INTERIOR glrs
err f31.R CS
FREPARIKC ACTIVITY
-
Navy - YD
(Pro j er.r. 5&St1-CBe}l3
n Array CF,
Havy - !tC> Cc
err fJrw ition are t iperad with (aneral Snrvfrrors for Chis public
Administration. sicti.ng A& an agent for the Superirtendent of Documents. Sec
s6ttion 2 of thin specifi.caxion to obtain extra r:opi.e.x ant' atllar docuncntc
referenced herein.
ow
f
ar
-19- Renton Municipal Airport
Security Gate Replacement
ar Phase 2
"rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
ills
�r
PART VI
r,
STANDARD PLANS
r
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
low
I
DROP INLET WITH GRATE
ow / STAKES ` STAKE
FILTER FABRIC
WASHED GRAVEL \ r FILTERED WATER
RUNOFF WATER
wwr WITH SEDIMENT
vX 12
I
BURIED FILTER FABRIC—
FILTER FABRIC
+irr
r+r�
I
silt
NOTES:
1. EXTEND THE FILTER FENCE/WIRE MESH BEYOND THE INLET OPENING AT LEAST 18" ON ALL SIDES.
2. PLACE 3/4" TO 3" GRAVEL OVER THE FILTER FABRIC/WIRE MESH. THE DEPTH OF GRAVEL
SHOULD BE AT LEAST 12" OVER THE ENTIRE INLET OPENING.
3. IF THE GRAVEL FILTER BECOMES CLOGGED WITH SEDIMENT. THE GRAVEL MUST BE PULLED AWAY
FROM THE INLET AND CLEANED OR REPLACED. AN ALTERNATIVE APPROACH WOULD BE TO USE
THE CLOGGED GRAVEL AS FILL AND PUT FRESH GRAVEL AROUND THE INLET.
rr FILTER FABRIC FENCE
INLET BARRIER
1Z� p ADOPTED
CITY OF RENTON
STANDARD PLANS
1ST DATE:
DATE P,EMSION I BY PPR'G DWG. NAME: BR-22A SP PAGE: BO69.1
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa com
C)
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Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
Ow
to. i
f
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i
LANE LINE
MARKING
7'-8"
STANDARD VEHICLE WHEEL PATH
.wr
.w 3' 4.5' 3'
MIN. MIN. MIN.
+r
....................................................... .......................... . .
L 1 V ACP CLASS*
MIN. MIN.
err 6" CRUSHED SURFACING
2" CLASS 'B' TOP COURSE
wr
2" SAWCUT AND REMOVE EDGE OF PAVEMENT,
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
+�r AR400OW OR CENTER OF LANE LINE
2.5'
MIN.
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
.®
qw
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS — 6" ACP CLASS 'E' or 'B'.
4w RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'.
4w NOTE:
UPON REQUEST Or ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
FOR FLEXIBLE PAVEMENT
'I°' V~ p� ADOPTED
CrrY OF RENTON
+ +
STANDARD PLANS
vM+
02/2005 MODIFIED NOTES DCV OC LST DATE:02/2005
oz zoo. MODIFED NOTES ocv I cz DWG. NAME: HR-05 SP PAGE: H032
GATE I REVISION I BY PPR D
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
1 1' 2.5' ,' 1'
.,. MIN MIN MIN MIN MIN
I
.r
I "
FACE OF CURB OR
EDGE OF PAVEMENT
4
+w► 'I
LCENTER LINE OR
*2" TO 6" CLASS 'E' LANE LINE
OR CLASS 'B'
atr
I- — 6.5' MIN.
�•• 2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' 1' 2.5' 1' 1'
"' MIN MIN MIN I MIN MIN
r
2" CLASS 'B"—/7q \-ACP CLASS*
6" CRUSHED SURFACING TOP COURSE
AW CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
� TYPICAL TRANISVERSE PATCH
* FOR MINIMUM STANDARDS, SEE DWG# HR-05, FOR FLEXIBLE PAVEMENT
SP PAGE H032
0*�" � ADOPTED
CITY OF RENTON
STANDARD PLANS
LSr DATE:02/2005 ^ .\
MP' 02/2005 M001RED NOTES -V DC t�Q a�
07/2004 MODRED NOTES DCV CZ
DATE I REVISION I BY AP PR D DWG. NAME: HR-23 SP PAGE: H032A
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
I
I
I
I
I
AW j
L2_ LT CONCRETE OVERLAY SAW CUT SHALL BE VERTICAL
. AND IN STRAIGHT LINES AS
�r CEMENT DIRECTED BY THE ENGINEER
REMOVE LOOSENED TRIM CONCRETE ASPHALT VERTICALLY EXISTING CONCRETE
PAVEMENT
3 4"DIA. X 12" LONG DOWEL I
^L _ EPDXY COATED DOWEL BARS
BAR ® 18" ON CENTER _ :
6" MIN..
0 N A LL F OU R SIDES
5:
6 •.-T.
EXISTING RIGID BASE' MIN.
12" MIN. _
d1w COMPACTED TRENCH BACKFILL COMPACTED CRUSHED SURFACING
AS DIRECTED BY THE ENGINEER TOP COURSE.
air
i
aw
I
CUT AND PANEL REPLACEMENT DETERMINATION:
ow
FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE
MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE
FOLLOWING CONDITIONS EXIST:
ar
I
Less than ten (10) yrs old Ten (10) yrs or older Additional
Requirements
Local Access without
wr Bus Route No No
I
Local Access with Bus Yes Yes
Route
ow Intersection (All Yes Yes panel Plus one be and
Streets) the curb return
40% Removal Yes Yes
Excellent Condition
(based on visual and/or Yes Yes
non—destructive testing)
Principal, Minor, Yes, If twenty—four (24) Yes, If twenty—four (24)
Collector Arterial and square feet or more of square feet or more of
all streets in CBD and any panel needs to be any panel needs to be
all bus route patched patched
+r
{CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF
THE ENGINEER.
""w TYPICAL PATCH FOR RIGID PAVEMENT
PAVEMENT PATCHING
AND RESTORATION DETAIL
wr GtiCY p ADOPTED
CITY OF RENTON
+ * STANDARD PLkNS
1ST DATE: iL�
DWG. NAME: HR-22 SP PAGE:H033
DATE 1 REVISION BY PPR'D i
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
'�. O 114,
ark DIAMETER = 7/8"
rrr
4-7/8"
r
1/4"_ LOAD LINE 1/4"
FUSE
0
.r I CUTTING RINGS
FUSE KIT
I
EPDXY FILL
+r
INLINE SPLICE
EPDXY FILL
w
WYE SPLICE
S P L I C E KIT FUSE HIT & SPLICE HIT DETAILS
�T p ADOPTED
CITY OF RENTON
STANDARD PUNS
L4f DATE: 14f5 O f9S Q��
err DATE REVISION BY PR D DWG. NAME: JR-1 2 SP PAGE:J013
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vwwd.bxwa.com
I
�( LEGEND DETAIL
low I
rrr L I SIGNALS
TI:;m O L� LIGHTING (Mark L m 1„No E TS-LT
TELEMETRY
i TRAFFIC SIGNAL SYSTEM LEGEND
Form Letters with 1/8” Weld
Bead. Grind off Diamond Pattern
PLAN VIEW
before forming fetters. � �T
ow Nom.
H
If"N Oml
ILLUMINATION SYSTEM LEGEND
TYPE 'I' BOX
0 ':;: K TYPE 'I!' Box
dx1x3/16, 1`Long PLAN SYMBOLS
1— HOOK DETAIL
(2 Hooks per Lid)
ELEVATION VIEW W
Z X
Q
X 00 X JUNCTION BOX DIMENSION TABLE
� Q
Z g : Y BOX TYPE
z -BELL ENDS—� I < ITEM TYPE 1 TYPE 2
N M ON CONDUIT :2 ALTERNATE A ALTERNATE B
A l8ox Outside length 22" 22" 33"
$ B Box Outside Width 17" 17" 22 1/2"'
6 GRAVEL PAD C Box Inside Lenoth 18" 19" 28"
COMPACTED D Box Inside Width 3" 1�" 17"
Lid Length 18" 18" 26 1 2"
E Lid Width j 13" 13 17"
TYPICAL JUNCTION BOX INSTALLATION DETAILS G Box Depth 1 12" 12" 12"
Lid & Frame Depth 5/16" 5/16 5/16"
Wall Thickness Min. 1 1/2" 1 1/2" 1 1/2"
ar Wire Reinforcement W-3 W-2.5 W-2.5
Leqend See Detail I See Detail ISee Detail
NOTES: ITEM MATERIALS
+rr
1. All dimensions are minimum. Exact configurations vary among different manufacturers. Box 6000 PSI concrete See Notes
—
* Frame Diamond Plate Steel - A786
2. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 • Lid Support 1 nin.Thick Steel C,L or T. -A36
boxes shall be 28% minimum of overall thickness. * Lid Diamond Plate Steel - A786
rnY► 3. Lid support members shall be welded to the frame. Anchors Steel Wire 0- Tee Plate
Reinforcement ASTM A-82 Steel
4. 4000PS1 concrete is allowed if box reinforcement consists of 6 X, 6 W3 X W3 welded *GALVANIZED STEEL
wire fabric welded to the frame.
5. When noted in the contract. Type 2 end Type 3 Boxes shall be provided with 12" deep
extension boxes.
6. When noted in the contract. Type 2 Boxes shall be provided with e 10' X 27 1/2" 10
gage divider plate complete with fasteners.
JUNCTION BOA: P.ETAILS
7. Non-concrete Boxes may be submitted for approval. Evaluation will include an H-20
Load Test. G�C p� ADOPTED
� CITY OF RENTON
STANDARD PLANS
LSP DATE: t f-,S><R6 "/O/{p
Wwrr
DATE I REVISION BY PPR D DWG. NAME: JR-36 S? PAGE: J016
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
Y [
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Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
1" DIA. HOLES 8 1/2-
X BOLTS CIRCLE
4" DIA. HOLE
4" GALV. STEEL PIPE
II --1/2" GALV. STEEL PLATE
4" GALV- STEELPIPE
1/4"
T
L 1/2" GALV STEEL PLATE
1w
BASE PLATS DETAIL
wr
ANCHOR BOLTS GALV. STEEL
5/8"x 2'-O'�
AW
lr7 I
GRADE
�CONDJIT
2*-6"
for
CLASS "B" �',UIJDATIDN
top
2'-0"
SO. OR RD.
ilri
PEDESTAL MOUNT TYPE 'F'—'G'
ADOPTED
1w CITY OF RENTON
STANDARD PLANS
LST DATE: 12/96
--�,`=�O*\ "
I DATE I REVISION 18- IAPPP'D1 DWS. NAME. JP-24 SP PAG E:J031
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
I
.A.
i
- ----
i I
4w L-
KNOCK OUT WEEP HOLE
BEFORE INSTALLING
MAST ARM—�
ow / \
BC- 0M VIEW �.
i
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ww
i
i
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EMERGENCY PRE—EMTTON DETECTOR
i
`l\,. ADOPTED
AM i/z ' CITY of RENTON
STANDARD PLANS
LST DATE: 1/5/96
DATE 1 REVISICNI I BY APPR'N DWG. NAME. JR-25 SP PAGE:J032
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
i
i
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N J.B. TRAFFIC
FLOW
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I � �
TRAFFIC ~
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J.B. I FLOW
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V
9w t-
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N
THREE LAYER VINYL ELEC.
TAPE & PROTECTIVE COATING
I" (SCOTCHKOTE)
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Ref: ITE TRAFFIC DETECTOR
1/2' FIELD MANUAL, 1985
LEAD—IN CABLE 2/C
SHLD.
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LOOP WIRES
METAL TAPE
OR SHIELD
COMPRESSION AND SOLDER
CONNECTION
TWO LAYERS OF SPLICING
4w COMPOUND TAPE & ONE
LAYER OF FRICTION TAPE
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INDUCTION LOOP WIRING
AND LOOP SPLICING DETAILS
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�Y p ADOPTED
J�-C> C11'Y' OF RENTON
STANDARD PLANS
L4r DATE:;Y,7 6
DATE REVISION BY IAPPR d
DWG. NAME: JR-33 SP PAGE:J038
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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AM �
m
d"` VAR.
I
B B
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�— VAR.
Im
up 3/8 3/8"
..-. LOOP WIRES
1 1/2- + X ;< : is i c: 2 1/2 `
i CRAFCO TYPE RUBBERIZED
ASPHALT LOOP SEALANT
A-A B-B
X = 1/2" OF DEPTH FOR
EACH TWISTED PAIR
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NOTE:
TWIST EACH PAIR 2 TURNS PER FOOT FROM PULL BOX
TO END OF LOOP.
AM
—HREE TURNS OF WIRE IN EACH LOOP, AS SHOWN ON
DETECTOR SCHEDULE, OR AS DIRECTED BY THE
ENGINEER.
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INSTALLATION AND TESTING TO CONFORM WITH
STANDARD SPECIFICATION.
INDUCTION LOOP DETAIL
aw lT�' O ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE:
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DATE REVISION BY PPR'D DWG. NAME: JR-34 SP PAGE:J039
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com
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