Project Information

Bid Title

San Juan Avenue Rehabilitation Project Number 1000-H

Issuing Agency

City of Port Townsend, WA

Location

Washington

Published Date

May 13, 2026

Closing Date

May 27, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

San Juan Avenue Rehabilitation Project Number 1000-H

Bid/RFP Status:

Open - accepting bids and proposals

Bid/RFP Due Date:

Wednesday, May 27, 2026 - 2:00pm

Back to New Bid Opportunities

INVITATION TO BID
In accordance with competitive bid requirements set forth under RCW 39.04.155, Small Works Contract Procedures, the City of Port Townsend invites interested bidders to submit a bid for this solicitation. Contractors who bid on this project must be registered on the Small Works Roster by the time bids are due, for San Juan Avenue Rehabilitation up to the hour of 2:00 p.m., Pacific Local Time, Wednesday, May 27, 2026, and will be publicly opened and read aloud at that time on the same day in the Port Townsend City Hall, 250 Madison St, Suite 1, Port Townsend, Washington in the second-floor conference room.

The Contract includes, but is not limited to, the following work: traffic control; roadway surveying; pulverizing existing asphalt pavement and existing base material; mixing and stabilizing the pulverized material with, cement to construct cement-treated base (CTB); roadway excavation, grading, shaping, and compacting subgrade; placing crushed surfacing; additional grading in preparation for chip seal; protection of existing utilities; removal and replacement of water valve boxes; final site cleanup; and other work, all in accordance with the Contract Plans, these Special Provisions, and the Standard Specifications.

The Engineer’s Estimate is $310,000

Plans, specifications, addenda, and plan holders list for this project will be available on-line through City of Port Townsend’s website at www.cityofpt.us/rfps . Please contact City of Port Townsend Front Desk (360)-385-3000 should you require assistance accessing documents electronically.

The Contract Work shall be Physically Complete within 7 Working Days from the Notice to Proceed.

The City of Port Townsend, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. 2000d to 2000d-4) and associated Regulations, hereby notifies
all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.

Supporting Documents

San Juan Ave BID Plans Full (3 MB)

San Juan Ave Special Provisions (2 MB)

San Juan Ave Proposal and Contract Documents (1 MB)

Attachment Preview

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GENERAL NOTES

UNLESS OTHERWSE NOTED

1. ALL WORK SHALL CONFORM TO"IHE 2026 WASHINGTON STATE

DEPARIVENT OF TRANSPORTANON (WSDOT) STANDARD SPECIFICATIONS

FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, THE 2026

WASHINGTON STATE DEPARTUENT OF TRANSPORTATION STANDARD

.PI'ILMAENSS, A COPY OF 'IHESE DOCUMENTS SHALL BE ON SITE AT ALL

DURING CONSIRUCTION.

2. ALL PUBLIC ROADWAY OPERATIONS AND 'IRAFFIC CON1ROL MEASURES

SHALL BE CONDUCTED UNDER THE PROVISIONS OF AN APPRO\ED

TRAFRC CONTROL PLAN PER WSDOT SPECIFICATION SECTION 1-10.2(5).

3. PAVED SURFACES IN lHE PUBLIC RIGHT OF WAY INCLUDING ROADWAYS,

SIDEWALKS, AND CURBS THAT ARE DAMAGED BY CONSTRUCTION

ACTIVITIES SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER.

4. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND

LOCATION CENTER (1-800-424-55ss) No LESS THAN TWo DAys AND

NO MORE THAN 10 DAYS PRIOR TO ANY EXCAVATION fiAT MIGHT

AFFECT UNDERGROUND FACIUTIES. SEE SPECIFICAIIONS SECTION

FO7,2A. A PRIVATE/THIRD PARTY LOCATE SERVICE SHALL BE USED TO

LOCATE/DENTIFY BURIED UTIUTIES ON PRIVATE PROPERTY.

5. THE CON1RACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF

AND HAZARD CREAIED BY OVERHEAD POIIER AND OTHER UTILITIES. lHE

CONTRACTOR SHALL MEET WlH UTIUTY OIA'NERS PRIOR TO

CONSTRUCTION AND SHALL TAKE WHATE\ER PRECAUTIONS ARE

REQUIRED BY LAW AND REGULATIONS, UTIUTY OW\ERS, AND SAFE

CONSTRUCTION PRACTICES.

6. ALL LOCAI'IONS OF EXISTING UTIU]IES SHOWN HEREON HAVE BEEN

ESTABUSHED BY FIELD SUR\EY OR OBTAINED FROM AVAILABLE RECORDS

AND SHOULD 1HEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT

NECESSARILY COMPLETE. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR

TO INDEPENDENTLY IERIFY THE ACCURACY OF ALL UTILITY LOCATIONS

SHOWN AND TO FURTI{ER DISCOVER AND AVOID ANY O'IHER UTIUTIES

NOT SHOW{ HEREON TVHICH MAY BE AFFECTED BY THE IMPLEMENTATON

OF THIS PLAN.

7. INSPECTION AND ACCEPTANCE OF ALL WORK WLL BE ACCOMPLISHED BY

THE ENGINEER. IT SHALL BE lHE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWNG

PROPER ADVANCE NOTICE. IHE ENGINEER MAY REQUIRE

RECONSTRUCTION, AT CONTRACTOR'S EXPENSE, OF ITEMS IIIAT DO NOT

MEET CITY STANDARDS OR ]HAT WERE CONSTRUCTED WTHOUT

INSPECTION.

8. THE REQUIREMENTS OF TTIIS PLAN ARE lHE MINIMUM REQUIREMENTS.

THEY DO NOT REPLACE, REPEAL, ABROGATE, SUPERSEDE, OR AFFECT

ANY O1HER MORE STRINGENT REQUIREMENTS, RULES, REGULATIONS,

STANDARDS, OR RESTRICTIONS.

9. THE CON1RACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND

UTIUTIES DURING CONSTRUCTION.

10. IN ACCORDANCE WTH WSDOT SPECIFICATION SECTION 7-20.3, THE

CONTRACTOR SHALL ADJUST ALL MAIN'IENANCE HOLE CASTINGS,

DRAINAGE STRUCTURE LIOS, VALVE BOXES, AND UTIUTY ACCESS

STRUCTURES TO FINISHEO GRADE WIHIN AREAS AFFECTED BY lHE

PROPOSED IMPROVEMENTS.

11. TRUCK IRAFRC SHALL BE MINIMIZED 1HROUGH lHE NEIGHBORHOODS.

TRUCK TRAFRC SHALL USE ARTERIAL ROU1ES WHERE POSSIBLE.

12. TI{E CON'IRACTOR SHALL \ERIFY EXISTING GRADES, DRIVEWAY

TRANSIIIONS, UTILITY APPURIENANCES, DRAINAGE FLOW PAIHS, AND

TIE-IN LOCATIONS PRIOR TO GRADING AND SURFACING, CONFLICTS

SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING.

13. TI{E CONTRACTOR SHALL MAINTAIN POSITI\E DRAINACE 'IHROUGHOUT

CONSTRUCTION. WORK SHALL NOT CREATE PONDING, BLOCK EXISTING

DRAINAGE PAfiS, OR DIRECT RUNOFF ONTO PRIVATE PROPERTY.

cENERAL NOTES (CONTTNUEp):

14. SOFT, YELDING, PUMPING, OR OTHERWSE UNSUITABLE AREAS

ENCOUN1EREO DURING EXCAVATION, PULVERIZATION, GRADING, OR

COMPACTION SHALL BE BROUGHT TO ENGINEER,S ATTENTION BEFORE

THE AREA IS CO\ERED OR SURFACED.

15. THE CONTRACTOR SHALL MAINTAIN REASONABLE ACCESS TO

RESIDENCES, DRIVEWAYS, EMERGENCY SERVICES, MAIL DEU\ERY, AND

SOLID WAS1E COLLECTION UNLESS OTHERWSE APPRO\€O BY THE

ENGINEER.

fiE 16. lHE CONTRACTOR SHALL CONTROL DUST, LOOSE AGGREGATE, AND

IRACKING OF MATERIAL ONTO ADJACENT STREETS 1HROUGHOUT

WORK. STREET CLEANING SHALL BE PERFORMED AS NEEDED AND AS

DIRECTED BY THE ENGINEER.

PULVERIZATION NOTES

UNLESS OTHERWISE NOTED

1. EXISIING ASPHALT PAVING SHALL BE SAIIVCUT ON A NEAT UNE WlH

A SAW CUT ADJACENT TO NEIV CONSIRUCTION.

2. THE APPROVED PLANS SHOW THE APPROXIMA1E AREA OF

PUL\ERIZATION BASED ON lHE DEPTH OF UTIUTY CUTS AND,/OR THE

fiE A.IHREEAACOTFUCAUL RUBMAITNSDO/OFRTHPEA\EPMULE\N€RT IZTAOTIBOEN

REMOVED

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AND REPLACED.

DETERMINED IN

lHE FIELD BY ENGINEER PRIOR TO

PUL\ERIZATION.

3. CASTINGS AND CO\ERS WLL BE PROVIDED BY THE CONTRACTOR.

THE CONTRACTOR SHALL ADJUST ALL UTILITY CASTINGS AND METER

BOXES TO GRAOE PRIOR TO THE INSTALLATION OF THE FINAL

WEARING COURSE. CASTINGS AND METER BOXES DAMAGED DUE TO

lHE CON'IRACTOR,S AC]'IVITIES SHALL BE REPLACED BY IHE

fiE CONTRACTOR AT

CONIRACTOR,S EXPENSE.

4. IT SHALL BE THE CONTRACTOR,S RESPONSIBILITY TO MAINTAIN AREA

OF PUL\ERIZATION IN ADVANCE OF COUNTY CHIP SEAL THAT IS

ANTICIPATED TO OCCUR SHOR1LY AFTER WORK IS SUBSTANTIALLY

COMPLETE. ENGINEER WLL BE NO1IRED AT LEAST ,+8 HOURS IN

ANTICIPATION OF IHE COMPLE'I'ION OF WORK.

5. PRIOR TO BEGINNING PULVERIZATION OR CEMENT TREAruENT, THE

CONTRACTOR SHALL COORDINATE WTH THE ENGINEER TO REVIEW

WORK SEQUENCE, EQUIPMENT, I/\,EAITIER FORECAST, 'IRAFFIC

CONTROL GRADE CONTROL, UTILITY PROECNON, ANO INSPECTION

HOLO POINTS.

6. THE CON1RACTOR SHALL PROTECT PREPARED AND RECLAIMED

SURFACES FROM MOISTURE DAMACE, RUTTING, CONTAMINATION, OR

TRAFFIC DAMAGE PRIOR TO CEMENT TREA'IIIIENT AND SURFACING.

SURVEY NOTES

UNLESS OTHERWISE NOTED

1. STATIONING AND OFFSETS ON GRADING PLAN AND PROFILE ARE

RELATIVE TO CONSTRUCTION CENTERLINE.

2. INITIAL ELEVATIONS FOR GRADING ARE BASED ON BENCHMARKS

SHOW! ON SURVEY CONTROL PLAN ON SHEETS 34 AND 45.

BASIS OF BEARING: WASHINGTON COORDINATE SYSIEM OF 1983,

ADJUSTIrENT 1991, NoRIH ZONE, NORltl AMERICAN DATUM

(NAD 83,/91).

\ERTICAL DATUM: NORTH AMERICAN VERTICAL DA'IUM OF 1988

(NAVD 88)

3. ALL SURVEYNG AND STAKING O'IHER THAN INI'IIAL SUR\EY

CONTROL ARE TO BE PROVIDED BY THE CONTRACTOR AT IHE

CONTRACTOR,S EXPENSE, IN ACCORDANCE WTH WSDOT

STANDARDS.

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Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction
• NAICS 541330Engineering Services

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