| Location: | California |
|---|---|
| Posted: | Sep 15, 2026 |
| Due: | Sep 24, 2026 |
| Agency: | City of Oakdale |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
CITY OF OAKDALE PUBLIC WORKS DEPARTMENT
455 South Fifth Avenue * Oakdale, CA 95361 * Ph: (209) 845-3600 * Fax: (209) 848-4344
CITY
ADMINISTRATION September 15, 2026
& FINANCE
DEPARTMENT
280 N. Third Ave.
Oakdale, CA 95361
(209) 845-3571 The City of Oakdale invites you to bid on the following project:
(209) 847-6834 Fax
South Avenue Paving Project (Project #26-006)
COMMUNITY
DEVELOPMENT Location: South Ave, Oakdale CA 95361
DEPARTMENT
455 S. Fifth Ave.
Oakdale, CA 95361
(South Ave and South Yosemite, South Ave and South Sierra Ave)
(209) 845-3625
(209) 845-8903 Fax
Project Timeline:
FIRE DEPARTMENT
Station No. 1:
325 East "G" St. Work to begin: October 12, 2026
Station No. 2:
450 S. Willowood Dr. Work to be completed: The project shall be completed within 30 working
Oakdale, CA 95361
(209) 845-3660 days from the start date.
(209) 847-5907 Fax
Detailed Specifications:
PARKS & RECREATION
DEPARTMENT South Avenue Paving Project - Scope of Work
325 East "G" St.
Oakdale, CA 95361
(209) 845-3591 The Contractor shall furnish all labor, materials, equipment, traffic
(209) 845-3692
control, and incidentals necessary to complete the South Avenue
roadway improvements in accordance with City of Oakdale standards and
specifications. See the attached South Avenue project map and City
POLICE DEPARTMENT
245 N. Second Ave. standards for additional project limits, details, and requirements.
Oakdale, CA 95361
(209) 847-2231
(209) 847-3790 Fax
The scope of work shall include:
* Roadway Paving - Grind and Overlay: Grind the existing roadway
CITY OF OAKDALE
WEBSITE surface as necessary and furnish and place approximately 19,090
www.ci.oakdale.ca.us
E-MAIL SF of 4-inch HMA pavement, including surface preparation, proper
info@ci.oakdale.ca.us
City of Oakdale Public Works Department Page 2 of 7
placement, compaction, joints, transitions, and finished grades in
accordance with City of Oakdale standards.
* Compaction Restrictions: No vibratory compaction equipment shall
be permitted due to the presence of existing transite pipe beneath
the roadway. All compaction shall be performed using non-
vibratory methods to prevent damage to the existing pipe.
* Raise Valve Boxes & Manholes: Adjust and raise seven (7) existing
valve boxes and/or manholes to match the final pavement
elevation.
* Protect existing utilities, curb, gutter, sidewalk, driveways, and
other improvements that are to remain.
* Provide all necessary traffic control and maintain reasonable
access to adjacent properties during construction.
* Remove and properly dispose of all demolition materials and
construction debris.
* Upon completion, the roadway shall have a smooth and uniform
finished surface with positive drainage and shall be completed to
the satisfaction of the City of Oakdale.
Contractor Requirements: Contractors must possess a valid Class A -
General Engineering Contractor license issued by the California
Contractors State License Board.
Engineer's Estimate: No Engineer's Estimate is available for this project.
Mandatory Job Walk: None
455 South Fifth Avenue * Oakdale, CA 95361 * Ph: (209) 845-3600 * Fax: (209) 848-4344
| Bids exceeding $25,000 will require a Bid Bond of 10% of bid amount. A Payment Bond |
|---|
| will be required after project award and before work begins. BIDS WILL NOT BE |
| ACCEPTED WITHOUT BID BONDS. |
Bids exceeding $25,000 will require a Bid Bond of 10% of bid amount. A Payment Bond
will be required after project award and before work begins. BIDS WILL NOT BE
ACCEPTED WITHOUT BID BONDS.
COMPLIANCE MONITORING
This project is subject to compliance monitoring and enforcement by the Department of
Industrial Relations, Office of the Labor Commissioner.
PUBLIC WORKS PROJECT AWARD NOTIFICATION
The PWC 100 form should be completed on-line by the Awarding Body (City of Oakdale).
The completion and the submission of this form fulfills the required public works project
notification to both the Division of Apprenticeship Standards (Labor Code sec 1773.3
(replacing former DAS 13 notification) and the Division of Labor Standards Enforcement
Public Works Compliance Monitoring Unit {8 Cal. Code Reg. sec. 16451 (a)}
CONTRACTOR REGISTRATION
In compliance with SB 854, no contractor or subcontractor may be listed on a bid
proposal for a public works project (submitted on or after March 1, 2015) unless
registered with the Department of Industrial Relations pursuant to Labor Code section
1725.5 [ with limited exceptions from this requirement for bid purposes only under Labor
Code section 1771.1(a)]. In addition, no contractor or subcontractor may be awarded a
contract for public work on a public works project (awarded on or after April 1, 2015)
unless registered with the Department of Industrial Relations pursuant to Labor Code
section 1725.5.
CERTIFIED PAYROLL
All contractors and subcontractors must furnish electronic certified payroll records
directly to the Labor Commissioner (aka Division of Labor Standards Enforcement).
For all new projects awarded on or after April 1, 2015, the contractors and
subcontractors must furnish electronic certified payroll records to the Labor
Commissioner.
As of January 1, 2016, the requirement to furnish electronic certified payroll records to
the Labor Commissioner will apply to all public works projects, whether new or ongoing.
CITY OF OAKDALE PUBLIC WORKS DEPARTMENT Page 3 of 7
City of Oakdale Public Works Department Page 4 of 7
These requirements apply to all public works that are subject to prevailing wage
requirement of the Labor Code without regard to funding source.
DISPOSAL OF MATERIALS: Construction and demolition debris and other waste materials
generated by the work shall be transported to and delivered to a facility or operation
legally authorized to receive the specific material. Contractor shall comply with all
applicable federal, state, and local requirements governing transportation, recycling,
processing, and disposal. Upon request by the City, Contractor shall provide disposal,
recycling, weight tickets, receipts, or other documentation sufficient to demonstrate
lawful disposition of the material.
INSURANCE
$2,000,000 General Liability and Automobile Liability Insurance will be required. Workers
Compensation Insurance with limits of at least one million ($1,000,000) will also be
required along with a Waiver of Subrogation endorsement in favor of City, its officers,
agents, employees, and volunteers. Certificates of insurance to be provided when bid is
awarded.
Bids shall be received by Manuel Lopez via email at mlopez@oakdaleca.gov
or hand delivered to 455 South 5th Avenue, Oakdale, CA 95361, up to no later than
2:00 p.m. on September 24, 2026. No bids will be accepted after this time.
Please contact Manuel Lopez for additional information or questions regarding this
project at (209) 845-3619.
455 South Fifth Avenue * Oakdale, CA 95361 * Ph: (209) 845-3600 * Fax: (209) 848-4344
City of Oakdale Public Works Department Page 5 of 7
INFORMAL BID - South Avenue Pavement Improvements
Please provide the following pricing/ quote for this project:
1. $______________
___________________ ____________________
Signature Date
___________________ ____________________ ____________________
Company Name License # DIR #
______________________
Email
Please be sure the following are included with your bid. Bids will not be accepted
without the following:
* Informal Bid Sheet ( this document )
* Proof of Insurance that meets the minimum requirements
* Bid Bond
* Active Contractors License
* Active DIR Registration
455 South Fifth Avenue * Oakdale, CA 95361 * Ph: (209) 845-3600 * Fax: (209) 848-4344
City of Oakdale Public Works Department Page 6 of 7
South Ave & South Yosemite Ave
South Ave & South Sierra Ave
455 South Fifth Avenue * Oakdale, CA 95361 * Ph: (209) 845-3600 * Fax: (209) 848-4344
City of Oakdale Public Works Department Page 7 of 7
455 South Fifth Avenue * Oakdale, CA 95361 * Ph: (209) 845-3600 * Fax: (209) 848-4344
| CHRISTY G-5 VALVE BOX AND "WATER" LID 1-1/2" (MIN) PAVING A.C. 8" 14-1/4" 8" A.B. "6 CONCRETE COLLAR .NIM "21 DRAPE TRACER WIRE LOOP WATER 8" FROM TOP OF BOX NIAM PRE-CAST CONCRETE RECEPTACLE RETAW FO 8" I.D. MECHANICAL COMPACTION POT UNDER COLLAR OT SDR 26 OR 8" CLASS 150 PVC. MUMINIM NO JOINTS PERMITTED IN RISERS. "03 TRACER WIRE WATER MAIN WATER VALVE NOTES: 1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS. 2. USE VALVE EXTENSION ON OPERATING NUTS DEEPER THAN 48". EXTENSION SHALL BE A PLACER WATERWORKS "RECYCLED WATER VALVE STEM EXTENSION" OR APPROVED EQUAL. | |
| APPROVED BY CITY COUNCIL: RESOLUTION: 2025-094 WATE CI ROB MARLER, P.E. - CITY ENGINEER DEPAR | DATE:09-15-25 R VALVE BOX DRAWING NO. 3-A TY OF OAKDALE TMENT OF PUBLIC SERVICES |
A.C.
A.B.
WATER
.NIM
CONCRETE COLLAR
DRAPE TRACER WIRE LOOP
8" FROM TOP OF BOX
PRE-CAST CONCRETE
RECEPTACLE
SDR 26 OR 8" CLASS 150 PVC.
NO JOINTS PERMITTED IN
RISERS.
NIAM
RETAW
FO
POT
OT
MUMINIM
"03
8" I.D.
"21
8" 14-1/4"
"6
CHRISTY G-5 VALVE
BOX AND "WATER" LID
1-1/2" (MIN) PAVING
8"
MECHANICAL COMPACTION
UNDER COLLAR
TRACER WIRE
WATER MAIN
WATER VALVE
NOTES:
1. SEE SECTION 3 OF SPECIFICATIONS FOR APPROVED MATERIALS.
2. USE VALVE EXTENSION ON OPERATING NUTS DEEPER THAN 48". EXTENSION SHALL BE A PLACER WATERWORKS
"RECYCLED WATER VALVE STEM EXTENSION" OR APPROVED EQUAL.
APPROVED BY CITY COUNCIL:
DATE:09-15-25
RESOLUTION: 2025-094 WATER VALVE BOX
DRAWING NO.
3-A
CITY OF OAKDALE
ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES
| 2" A.C. 12" 4" A.B. "2 "6 "02 .XAM 6" "4 .XAM CLASS "B" "21 CONCRETE 2'-0" "6-'2 "3 SEIRAV 5" 4'-0" A A FLOW WOLF CLASS "B" CONCRETE SEWER MAIN SIZE VARIES NO GAP - USE STARTER BARREL "2 OR CONE (TYP.) SEWER MAIN SEIRAV SEWER MAIN .NIM GROUT PER NOTE 5 "8 PLAN "6 3/4" DIA CRUSHED ROCK SECTION A (PRECAST BASE) NOTES: 1. 2" TO 3" GRADE ADJUSTING RINGS REINFORCED AS REQUIRED. 2. STANDARD CONCENTRIC CONE SHALL CONFORM TO ASTM C418-61T. 3. STANDARD PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C418-61T. 4. BOTTOM OF MANHOLE SHALL BE CONSTRUCTED FROM FLOWLINE TO FLOWLINE AND SHAPED TO CONFORM WITH THE DIAMETER OF THE PIPE AND DIRECTION OF FLOW. 5. GROUT ALL JOINTS. RUBBER GASKET, BELL SPIGOT BARRELS PREFERRED, OR USE "RAM NEK" OR APPROVED EQUAL. 6. MANHOLE COVER TO BE MARKED "SEWER". 7. ADJUST FRAME TO GRADE AFTER PAVING. | ||
| APPROVED BY CITY COUNCIL: RESOLUTION: 2025-094 ROB MARLER, P.E. - CITY ENGINEER | SEWER MANHOLE | DATE:09-15-25 |
| DRAWING NO. 4-C | ||
| CITY OF OAKDALE DEPARTMENT OF PUBLIC SERVICES | ||
.XAM
2" A.C.
12"
4" A.B.
CLASS "B"
CONCRETE
NOTES:
1. 2" TO 3" GRADE ADJUSTING RINGS REINFORCED AS REQUIRED.
2. STANDARD CONCENTRIC CONE SHALL CONFORM TO ASTM C418-61T.
3. STANDARD PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C418-61T.
4. BOTTOM OF MANHOLE SHALL BE CONSTRUCTED FROM FLOWLINE TO FLOWLINE AND SHAPED TO CONFORM WITH THE DIAMETER OF
THE PIPE AND DIRECTION OF FLOW.
5. GROUT ALL JOINTS. RUBBER GASKET, BELL SPIGOT BARRELS PREFERRED, OR USE "RAM NEK" OR APPROVED EQUAL.
6. MANHOLE COVER TO BE MARKED "SEWER".
7. ADJUST FRAME TO GRADE AFTER PAVING.
SEIRAV
SEIRAV
5" 4'-0"
CLASS "B"
CONCRETE SEWER MAIN
SIZE VARIES
"8
.NIM
2'-0" "6-'2
"3
6"
"6
A
SEWER MAIN
WOLF
A
FLOW
SEWER MAIN
PLAN
SECTION A
"2
"2
"4
"02 .XAM
APPROVED BY CITY COUNCIL:
DATE:09-15-25
RESOLUTION: 2025-094 SEWER MANHOLE
DRAWING NO.
4-C
CITY OF OAKDALE
ROB MARLER, P.E. - CITY ENGINEER DEPARTMENT OF PUBLIC SERVICES
"21
NO GAP - USE
STARTER BARREL
OR CONE (TYP.)
GROUT PER NOTE 5
3/4" DIA CRUSHED ROCK
(PRECAST BASE)
"6

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