Royal Oaks Drainage.pdf

Public Works Department

INFORMAL INVITATION FOR BIDS

ROYAL OAKS DRAINAGE

PW 2026-01

Deliver to:

City of Arroyo Grande Attention: Theresa Wren, Capital Improvement Projects Manager

1375 Ash Street, Arroyo Grande, CA 93420 twren@arroyogrande.org

Bids Due:

2:00 P.M.

THURSDAY, August 6, 2026

JULY 17, 2026

NOTICE TO BIDDERS

The City of Arroyo Grande is requesting bids from licensed contractors for repair of undermined sidewalk on Rodeo Drive, Emerald Bay, Mercedes Lane and Old Ranch Road.

The scope of work includes demolishing sidewalks, curb and gutter, confirming voids under sidewalks, laying down geotextile fabric, exporting, importing and compacting base to repair undermined sidewalk and prevent the erosions from recurring.

Bids must be submitted no later than 2:00 PM on Thursday, August 6, 2026, in a sealed envelope clearly marked:

BID FOR ROYAL OAKS DRAINAGE (PW 2026-01)

City of Arroyo Grande

Attention: Theresa Wren, CIP Manager 1375 Ash Street, Arroyo Grande, CA 93420

BID SECURITY. Each bid must be accompanied by cash, a certified or cashier's check, or bidder's bond on the prescribed form and made payable to the City for an amount equal to at least 10 percent of the amount of the Bid, such guaranty to be forfeited should the apparent successful bidder to whom the contract is awarded fail to furnish the required bonds and insurance certificates, and timely enter into the contract with the City. A Sample Construction Contract is attached in Exhibit “B”. The security of unsuccessful bidders will be returned by the City no later than sixty (60) says following the date of the award of the contract for the work.

LICENSE. Contractor must possess a valid Class “A” General Engineering Contractor issued by the California State Contractors License Board prior to award. Contractor must possess a valid City of Arroyo Grande Business License prior to award.

Contract time is established as 20 working days.

Contractor shall pay to City as fixed and liquidated damages the sum of Five Hundred Dollars ($500) per day for each and every calendar day of delay beyond the Contract Time.

BIDS MUST BE SUBMITTED ON THE ATTACHED BID FORM. ELECTRONIC

SUBMISSIONS WILL NOT BE ACCEPTED.

Questions or Requests for Information shall be submitted in writing before July 27, 2026, at 2:00 PM, to Theresa Wren, CIP Manager, twren@arroyogrande.org.

BID DOCUMENTS

A copy of the Plans and Specifications may be downloaded, free of charge, from the City’s website at: http://www.arroyogrande.org/Bids.aspx. Plans and Specifications are available for viewing at the following plan rooms:

1. Central California Builders Exchange

2. Central Coast Builders Association

3. San Luis Obispo County Builders Exchange

4. Crisp Imaging (obtain a printed copy for nonrefundable fee for cost of duplication)

Prevailing Wages. In accordance with the provisions of California Labor Code Sections mailto:twren@arroyogrande.org http://www.arroyogrande.org/Bids.aspx

1770,1773, 1773.1, 1773.6 and 1773.7 as amended, the Director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with the standards set forth in Section 1773 for the locality in which the work is to be performed. A copy of said wage rates is on file at the office of the City Public Works Director. It shall be mandatory upon the contractor to whom the work is awarded and upon any subcontractor under the contractor to pay not less than said specified rates to all workers employed by them in the execution of the work.

Contractor Registration with Department of Industrial Relations. In accordance with California Labor Code Section 1725.5, Contractors and Subcontractors (as defined by California Labor Code Section 1722.1) bidding on Public Works contracts in California shall be registered with the Department of Industrial Relations prior to bidding. Failure to provide proof of Contractor’s registration as part of the Bid shall deem the Bid as non-responsive and will therefore be rejected by the City.

Compliance Monitoring and Enforcement. In accordance with the requirements of Labor Code Section 1771.4(a)(1), Bidders are hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relation.

The California Air Resources Board (“CARB”) implemented amendments to the In-Use Off-Road Diesel-Fueled Fleets Regulations (“Regulation”) which are effective on January 1, 2024 and apply broadly to all self-propelled off road diesel vehicles 25 horsepower or greater and other forms of equipment used in California. A copy of the Regulation is available at https://tinyurl.com/CARB-Regulation. Bidders are required to comply with all CARB and Regulation requirements, including, without limitation, all applicable sections of the Regulation, as codified in Title 13 of the California Code of Regulations section 2449 et seq. throughout the term of the Project. Bidders must provide, with their Bid, copies of Bidder’s and all listed subcontractors the most recent, valid Certificate of Reported Compliance (“CRC”) issued by CARB. Failure to provide valid CRCs as required herein may render the Bid non-responsive.

Deposit of Securities in Lieu of Retainage. The Contractor may elect to receive 100 percent of payment due under the Contract Documents from time to time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the California Public Contract Code. Such securities, if deposited by the Contractor, shall be valued by the City, whose decision on valuation of the securities shall be final. Securities eligible for investment under this provision shall be limited to those listed in Section 16430 of the California Government Code or bank or savings and loan certificates of deposit.

Agreement to Assign. In accordance with Section 4552 of the California Government Code, the bidder shall conform to the following requirements: In submitting a bid to a public purchasing body, the bidder offers and agrees that if the bid is accepted, it will assign to the purchasing body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act 15 U.S.C. 15, or under the Cartwright Act, Chapter 2.

Award of Contract. The City intends to award a contract to the responsive and responsible bidder with the lowest BID TOTAL All bids submitted shall be in accordance with the https://tinyurl.com/CARB-Regulation provisions of the contract documents. The City specifically reserves the right, in its sole discretion, to reject any or all bids, to re-bid, or to waive inconsequential defects in bidding not involving time, price or quality of the work. City may waive any minor irregularities in the bids. Any bid may be withdrawn prior to bid opening but not afterward.

DESCRIPTION AND SPECIFICATIONS

BID PROTESTS

It is the City’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If, in the bidder’s opinion, the contract has been or may be improperly awarded, the bidder may protest the contract award.

Protests shall be filed no later than five (5) working days after either:

1. bid opening date

2. notification of rejected bid.

Protest shall be in writing and received by the Project Manager located at:

1375 Ash Street Arroyo Grande, CA 93420.

Valid protests shall contain the following information:

1. the reasons for the protest

2. any supporting documentation

3. the ruling expected by the City to remedy the protest.

Any protest not containing all required information will be deemed invalid and rejected.

The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance with the specified time limits. Anything submitted after the specified time limit will be rejected and will not be considered.

The Director of Public Works or Designee may request additional information to be submitted within three (3) days of the request, unless otherwise specified, and will notify the protester of ruling within ten (10) days of determination.

Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request.

GENERAL CONDITIONS

The Contractor will perform all work, materials, and labor for the removal and disposal of undermined sidewalks on Rodeo Drive, Emerald Bay, Mercedes Lane and Old Ranch Road with base import and concrete repairs in the City of Arroyo Grande as noted.

The work must be done in compliance with the City of Arroyo Grande, Department of Public Works:

1. Informal Invitation for Bids for ROYAL OAKS DRAINAGE PW 2026-01

2. City of Arroyo Grande Engineering Standards and Standard Specifications - 2016 edition (except references to the 2015 Caltrans Standards are hereby modified to the Caltrans 2023 standards)

3. State of California, Department of Transportation Standard Specifications, Standard Plans, and Revised Standard Plans- 2023 edition

Work hours are restricted to 7 a.m. to 5 p.m, Monday – Friday excluding holidays.

Holidays for 2026

New Year's Day January 1st Martin Luther King Day

January 19th

President's Day February 16th Memorial Day May 25th Juneteenth June 19th Independence Day July 4th Labor Day September 7th Veterans Day November 11th Thanksgiving Day November 26th Day Following Thanksgiving

November 27th

Day Before Christmas

December 24th

Christmas December 25th New Year's Eve December 31st

If any Holiday listed above falls on a Saturday, Saturday and the preceding Friday are both Holidays. If the Holiday should fall on a Sunday, Sunday and the following Monday are both Holidays.

Contractor must possess a valid California State Contractors License prior to award.

Contractor must possess a valid City of Arroyo Grande Business License prior to award.

SCOPE OF WORK

The City of Arroyo Grande Public Works Department is requesting a price for undermined sidewalk repairs which include import and export of backfill, installation of woven geotextile fabric, concrete repairs and bulb outs with curb and gutter replacement in Royal Oaks neighborhood. The Royal Oaks neighborhood includes Rodeo Drive, Emerald Bay, Mercedes Lane and Old Ranch Road. Contractor to find and confirm voids indicated on plans prior to removal of full sidewalk panels. If no are voids found, repair sidewalk panel as indicated on plans.

Design and Submittal Requirements

- All methods and materials shall conform to the 2023 Caltrans Standard

Specifications (26 AGGREGATE BASES, 12 TEMPORARY TRAFFIC CONTROL, 73 CONCRETE CURBS AND SIDEWALKS, 39 ASPHALT CONCRETE ) and City of Arroyo Grande Engineering Standards and Standard Specifications – 2016 edition.

- Contractor shall submit manufacturer’s mix design, specification and documents for installation of all required materials including concrete, base and geo-fabric prior to construction.

Traffic Control

- Contractor shall maintain at least one lane of traffic on roadway at all times and will be responsible for traffic control.

- Contractor shall ensure pedestrian safety and provide safe paths of travel around the sidewalk repairs or a provide temporary crossing.

- Flagging, and safety devices shall be included in the bid price.

- Contractor to provide traffic control certificates for employees.

- Traffic control plan to be submitted to city staff for review and approval.

Installation & Quality Control

- Contractor must follow industry best practices and manufacturer’s specifications.

- Contractor shall be responsible for document and Quality Control check daily. QA records shall be provided to the City Inspector upon request. All load tickets shall be provided to city inspector.

- Contractor to coordinate with city staff for compaction testing.

- Compaction testing is required at all locations with undermined sidewalk. Any location with less than 4” of imported backfill is not required to be tested. Any failed compaction tests will be subjected to retest to meet 95% compaction requirements.

Contractor will be billed for all retests.

Inspection and Acceptance

- Final acceptance is contingent on verification material certifications, compaction testing results and visual inspection.

Measurement and Payment

Mobilization/Demobilization and Incidentals includes preparatory and concluding Work and operations, including but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to and from the project site; for the establishment, maintenance, and subsequent removal of all offices, buildings, utilities, temporary facilities, and other facilities necessary for Work on the project; and all other Work and operations which must be performed, or costs incurred prior to beginning Work and upon completion of Work on various items on the project site. Demobilization further includes, but is not limited to, the dismantling and removal of temporary facilities; removal of equipment, materials, and unused supplies; site cleanup; disposal of waste; restoration of disturbed areas not otherwise addressed in the Contract Documents; and all other Work and operations necessary to leave the project site in the condition required by the Contract Documents. Shall be included in unit prices of other contract items; no additional compensation will be allowed.

1. TEMPORARY TRAFFIC CONTROL [LS]: This Work consists of The Contractor providing all labor, material, tools, equipment and incidentals required to provide TEMPORARY TRAFFIC CONTROL to safely maintain vehicular and pedestrian traffic within the area of Work, and as required by the City Engineer. Traffic control shall include complying with all Federal, State and local requirements and furnishing all detours, flagmen, and warning and safety devices necessary to handle traffic and pedestrians efficiently and safely. The City Engineer may, at his or her own discretion, require the installation of additional barricades, signs, warning devices, and flagmen that, in his or her opinion, are necessary to protect the public.

TEMPORARY TRAFFIC CONTROL shall be measured as a lump sum. The contract lump sum price paid for TEMPORARY TRAFFIC CONTROL for Final Acceptance shall include conforming to the requirements of the City Engineer, and no additional compensation will be allowed therefore. The contract lump sum price paid for TEMPORARY TRAFFIC CONTROL shall not exceed 3.5% of the total bid.

2. CONCRETE CURB & GUTTER REMOVAL [LF]: Includes removal and disposal of concrete, rebar, base and backfill for curb and gutter(C&G) demolition. All materials to be removed shall be sawcut to provide a clean edge to protect the materials that shall remain. Sawcutting concrete and asphalt (any thickness, existing thickness of road is unknown & TBD by contractor) to be included in unit price. Removed material shall become the property of The Contractor and shall be disposed of off-site at a location previously approved by the City Engineer. CONCRETE CURB AND GUTTER REMOVAL shall be measured by the linear foot along the flowline of the existing curb and gutter pan. There shall be no measurement or payment for Work done outside the limits shown in the Project Plans, unless authorized by the City Engineer.

3. CONCRETE FLATWORK REMOVAL [SF]: Includes removal and disposal of concrete, rebar, base and backfill for any concrete flatwork demolition. Include concrete sidewalks and driveway approach removal. This Work does not include the removal of concrete curbs, curb and gutter. All materials to be removed shall be sawcut to provide a clean edge to protect the materials that shall remain. Sawcutting concrete (any thickness) to be included in unit price. Removed material shall become the property of The Contractor and shall be disposed of off-site at a location previously approved by the City Engineer.

4. INSTALL CONCRETE CURB AND GUTTER [LF]: Includes installation of 18" C&G per City Standard 4030, and tying C&G to match existing at both ends. Rebar and dowels into adjacent concrete shall be included in unit price. Importing and compacting Class II AB to meet 6” minimum requirement under gutter shall be included in unit price and is not be paid in item #9. The Contractor shall construct CONCRETE CURB AND GUTTER in conformance with the City Standard 4030. The Work shall include, but is not limited to, excavation and sub-grade preparation, providing, placing and compaction of aggregate base, steel reinforcing bar, and placing and finishing of concrete. CONCRETE CURB AND GUTTER shall be measured by the linear foot along the flowline of the completed curb as shown in Detail BO on sheet 13 of 16. There shall be no measurement or payment for Work done outside the limits.

5. INSTALL CONCRETE FLOW CHANNEL (DETAIL BO) WITH 6 INCH CURB

HEIGHTS FOR BULB OUT [LF]: Includes installation of 8 inch opening for flow channel, 20 inch wide with 6” curbs, 4 inch concrete base thickness and 4 inches of class II aggregate base compacted to 95%. Height of curb to be 6 inches and curb cuts to allow for drainage into bulbouts. Importing and compacting Class II AB shall be included in unit price and is not be paid in item #9. Concrete shall be 6.3-sack class II concrete at 3,000 psi. Aggregate base shall be in conformance with Section 28, “Aggregate Bases,” of the Standard Specifications. The Work shall include, but is not limited to, excavation and sub-grade preparation, providing, placing and compaction of aggregate base, steel reinforcing bar, and placing and finishing of concrete. The CONCRETE FLOW CHANNEL (DETAIL BO) WITH 6 INCH CURB HEIGHTS FOR BULB OUT shall be measured by linear foot of the completed flow channel as shown on Detail BO on sheet 13 of 16.

6. INSTALL CONCRETE SIDEWALK [SF]: Includes all general notes on City Standard SIDEWALK - INTEGRAL & DETACHED per 4110. Importing and compacting Class II AB to meet 4” minimum requirement under sidewalk shall be included in unit price and is not paid in item #9. This Work consists of the contractor providing all labor, material, tools, equipment and incidentals necessary for the construction of CONCRETE SIDEWALK. The work shall include, but is not limited to, excavation, subgrade preparation, aggregate base, steel reinforcing, concrete placement, forming and finishing and restoration of adjacent pavement/concrete.

CONCRETE SIDEWALK shall be measured by the square foot of the completed sidewalk.

7. INSTALL CONCRETE DWY APPROACH [SF]: This Work consists of The Contractor providing all labor, material, tools, equipment and incidentals necessary for the construction of CONCRETE DRIVE APPROACH in conformance with City Standard 2112, and as directed by the City Inspector. For partial driveway approach replacement, contractor to match existing design but follow City Standard 2112 general notes and section detail. Concrete shall be 6.3-sack class II concrete at 3,000 psi. Aggregate base shall be in conformance with Section 28, “Aggregate Bases,” of the Standard Specifications. The Work shall include, but is not limited to, excavation, subgrade preparation, aggregate base, steel reinforcing, concrete placement, forming and finishing and restoration of adjacent pavement/concrete.

CONCRETE DRIVE APPROACH shall be measured by the square foot of the completed drive approach and adjacent sidewalk. The measure shall be between the grade breaks of the flares include the curb, gutter pan and sidewalk between grade breaks. There shall be no measurement or payment for Work done outside the limits shown in the Project Plans.

8. CLASS II AGGREGATE BASE [CY]: This Work consists of furnishing, placing, spreading, watering, mixing, and compacting Class 2 Aggregate Base in conformance with Section 26, Aggregate Bases, of the Standard Specifications for undermined sidewalks with voids. Class 2 Aggregate Base shall conform to the requirements of Section 26-1.02B, Class 2 Aggregate Base, of the Standard Specifications. Aggregate Base material shall consist of processed aggregate composed of crushed rock, gravel, or recycled material, or a combination thereof, and shall be free from organic matter and other deleterious substances. The material shall conform to the grading requirements for Class 2 Aggregate Base as specified in the Caltrans Standard Specifications. The R-value shall be not less than 78. Before delivery to the jobsite commences, the Contractor shall submit a test report verifying compliance with the grading and quality requirements to the City Engineer for review.

CLASS 2 AGGREGATE BASE shall be measured by the Cubic Yard, as specified in the Bid Schedule, of material placed and compacted in its final position. Contractor shall provide weight tickets for all CLASS 2 AGGREGATE BASE materials placed for this work.

9. 1/2" HMA TYPE A (PG 64-10) [TONS]: Includes materials and labor for asphalt patch back along new curb and gutter. Tack coat all vertical edges and repair/fill in overcuts. Must meet city specifications 39 HOT MIX ASPHALT. Submit asphalt mix design in compliance with Section 39-1.03B. Submit mix design, a minimum of 7 days, prior to any paving for review and approval of the Engineer. The contract prices paid per ton for HMA will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in constructing HMA, complete in place, as specified in Specifications and the city inspector.

10. INSTALL ADS 111F WOVEN GEOTEXTILE (6' ROLL) [LF]: Includes all materials and labor for cutting geotextile to size, installing and securing geotextile. You may fold or cut the geotextile to conform to curves. Overlap any cut material at least 2 feet. Hold the overlap in place with staples, pins, or small piles of material placed on the subgrade enhancement material. You may fold or cut the geotextile to conform to curves. Place the geosynthetic under manufacturer's instructions, Details 1A and AB, without wrinkles. Before operating equipment on areas where geotextile has been placed, spread and compact 0.5 feet of material on the geotextile. Manufacturer makes 6 feet and 12 feet wide rolls, 300 feet long. Contractor to secure 6 feet wide roll, not 12 feet, and be paid per linear foot. Unit price to reflect statement above and no additional compensation will be allowed.

11. TREE WELL WITH 2"-4" COBBLESTONE ROCK (3 INCH LAYER) [SF]: This Work consists of the Contractor providing all labor, materials, tools, equipment, and incidentals necessary to furnish and place 2-inch to 4-inch Cobblestones at 3 inch layer. Work shall include placement over prepared bedding material, spacing, leveling, and compaction as required to achieve a uniform and stable surface. The Contractor shall submit product data, including source, size range, color, and texture of granite cobblestones for review and acceptance by the City Engineer prior to delivery and placement. Bedding material shall consist of clean, well-graded gravel or decomposed granite providing a minimum 2-inch depth below cobblestones to allow leveling and stability. Edges shall be restrained using approved curbs, pavers, or metal edging to prevent migration of cobblestones. Cobblestones shall be placed by hand, spaced uniformly as shown on the Project Plans, with a maximum 1/4-inch variation in surface elevation between adjacent stones. Stones shall be stable and not rock when walked upon. All surfaces shall be cleaned of debris after placement.

Newly installed cobblestones shall be protected from traffic, equipment, or other damage until final acceptance by the City Engineer. Measurement for payment of 2” TO 6” COBBLESTONE ROCK shall be by the square foot of surface area covered, measured in the field. No payment will be made for material or work placed outside the limits unless authorized by the City Engineer or Inspector. No additional compensation will be allowed therefore.

12. BARRICADE (DETAIL R1, BACKFILL WITH 1 SACK SLURRY) [EA]: This Work consists of the Contractor providing all labor, materials, tools, equipment, and incidentals necessary to furnish and place barricade per detail R1 on plans. Slurry cement backfill must comply with Section 19-3.02D. White paint must comply with Section 91 PAINT. The Contractor shall submit product data, including yellow reflectors, stringers, post, white paint and slurry. Work shall include placement over prepared bedding material, spacing, leveling, and compaction the trench as required to achieve a uniform and stable barricade. Measurement for payment of BARRICADE shall be by each, completed in the field. All material and labor to be included in unit price. No payment will be made for material or work placed outside the limits unless authorized by the City Engineer or Inspector. No additional compensation will be allowed therefore.

13. REMOVE & REPLACE SIDEWALK UNDERDRAIN [EA, ALLOWANCE]: This is an allowance for replacing the under drain on plans. Contractor to confirm if pipes exist behind the sidewalk and is tied into the drain. If there are existing drainpipes, replace with city standard plan SIDEWALK UNDERDRAIN - WITH COVERED PLATES per 3420. Demolition and installation of new underdrain shall be included in unit price.

Adjacent concrete sidewalk shall be included in unit price and no additional compensation will be allowed. Curb and gutter will be excluded and paid though item

no. 4. Submittals for trench drain grate, frame and accessories shall be furnished by the Contractor for review and acceptance by the City Engineer prior to commencement of Work. Measurement for payment of SIDEWALK UNDERDRAIN shall be by the each, in the field, of the actual number of drains installed.

If contractor determines no existing drainpipes exist or tie into drainage system, demolish the existing drain (full length) and install sidewalk, curb and gutter.

In this case, compensation will be made per applicable unit prices (C&G Removal, Flatwork Removal, Install C&G, Install Sidewalk).

14. PRUNE, REMOVE & GRIND ROOTS [SF, ALLOWANCE]: Removing existing vegetation, shrubs and other organic material prior to placement of imported borrow.

Shall include, but is not limited to, the removal and disposal of debris, vegetation, trash, and any other surface materials. Exposing and removing all primary root systems from shrubs and trees, buried utility lines, subsurface structures, surface and buried debris, loose soils, rubbish and other objectionable material of any kind which, if left in place, would interfere with the proper performance or completion of the contemplated Work, would impair its subsequent use or would form obstructions therein. Voids left shall be cleaned and backfilled with compost soil approved by the City Engineer or Inspector and compacted to 90% relative compaction. The Contractor shall replace in kind, at his own expense, all trees and shrubs removed or damaged by operations that are not called out to be removed on the Project Plans.

Replacement materials shall not be installed until the City Engineer finds them to be acceptable for size, quality and quantity. Full compensation for PRUNE, REMOVE & GRIND ROOTS and for complying with all provisions of the Project Plans and the requirements of the City Engineer, shall be included in the item to which it is appurtenant and no separate compensation will be allowed therefore.

15. REPLACE WATER METER BOX [EA, ALLOWANCE]: Care shall be taken to avoid damage to the water meter, piping, or adjacent improvements. Any materials adhering to the meter shall be removed and covers and boxes shall be protected with heavy plastic or similar materials as necessary. Protect water services in place while removing concrete flatwork and concrete meter boxes encase in sidewalk to be removed and replaced. Any water service disruptions or breaks requiring public works to repair the water service during working hours or outside normal working hours will be billed to the contractor for a credit. New water meter boxes and lid to be installed for 1” services Oldcastle Fibrelyte FL12 per COAG STD 6210. Box location and depth placement to follow the COAG STD 6210 standards.

Measurement for payment of REPLACE WATER METER BOX shall be by each, completed in the field. All material and labor to be included in unit price. No payment will be made for material or work placed outside the limits

16. 2"-4" COBBLESTONE ROCK (6 INCH LAYER, WITH 18" SOIL BACKFILL) [SF]:

This Work consists of the Contractor providing all labor, materials, tools, equipment, and incidentals necessary to furnish and place 2-inch to 4-inch Cobblestones (6 inch layer) and soil backfill in the bulb out. Work shall include placement over prepared bedding material, spacing, leveling, and compaction as required to achieve a uniform and stable surface. The Contractor shall submit product data, including source, size range, color, and texture of granite cobblestones for review and acceptance by the City Engineer prior to delivery and placement. Bedding material shall consist of clean, well-graded gravel or decomposed granite providing a minimum 18-inch depth below cobblestones to allow leveling and stability. Cobblestones shall be placed by hand, spaced uniformly as shown on the Project Plans, with a maximum 1/4-inch variation in surface elevation between adjacent stones as shown on plans. Newly installed cobblestones shall be protected from traffic, equipment, or other damage until final acceptance by the City Engineer. Measurement for payment of 2” TO 6” COBBLESTONE ROCK shall be by the square foot of surface area covered, measured in the field. No payment will be made for material or work placed outside the limits unless authorized by the City Engineer or Inspector. No additional compensation will be allowed therefore.

Tentative Timeline

Milestone Anticipated Date Notice to Bidders Issued July 17, 2026 Written Questions Due July 27th @ 2:00 pm Bids Due August 6th @ 2:00 pm Award at City Council August 25, 2026 Contracts, Bonds & Insurance September 10, 2026 Begin Work September 14, 2026

BID FORM

ROYAL OAKS DRAINAGE PW 2026-01

BID ITEM LIST

Item # Description Units Quantity Unit Price Total Price

1 TEMPORARY TRAFFIC CONTROL LS 1

2 CONCRETE CURB & GUTTER REMOVAL LF 55

3 CONCRETE FLATWORK REMOVAL SF 2930

INSTALL CONCRETE CURB AND GUTTER (18" CURB AND GUTTER PER

4030 &/OR MATCH EXISTING) LF 55

INSTALL CONCRETE FLOW CHANNEL (DETAIL BO) WITH 6 INCH CURB

HEIGHTS FOR BULB OUT LF 24

6 INSTALL CONCRETE SIDEWALK SF 2830

7 INSTALL CONCRETE DWY APPROACH SF 100

8 CLASS II AGGREGATE BASE CY 90

9 1/2" HMA TYPE A (PG 64-10) TONS 2.1

10 INSTALL ADS 111F WOVEN GEOTEXTILE (6' ROLL) LF 250

11 TREE WELL WITH 2"-4" COBBLESTONE ROCK (3 INCH LAYER) SF 48

12 BARRICADE (DETAIL R1, BACKFILL WITH 1 SACK SLURRY) EA 1

13 REMOVE & REPLACE SIDEWALK UNDERDRAIN (ALLOWANCE, STD 3420) EA 1

14 PRUNE, REMOVE & GRIND ROOTS (ALLOWANCE) SF 40

15 REPLACE WATER METER BOX WITH NEW FL12 (ALLOWANCE) EA 3

16 2"-4" COBBLESTONE ROCK (6 INCH LAYER, WITH 18" SOIL BACKFILL) SF 48

BID TOTAL $

Bid Total (in Words):

Company Name:

Bidder Acknowledgements

By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in the contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.)

The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of Arroyo Grande.

Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date .

The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City.

Signature of Bidder

(Print Name and Title of Bidder)

Business Name (DBA):

Owner/Legal Name:

Indicate One: Sole-proprietor Partnership Corporation

List Partners/Corporate Officers:

Name Title

Business Address

City, State, Zip Code

Mailing Address

City, State, Zip Code

Phone Number

Fax Number

Email Address

DIR Number

Date

State Contractor’s License #

Check to verify attachment of CARB off-road vehicle Certificates of Reported Compliance

CARB FLEET COMPLIANCE CERTIFICATION

Contractor hereby acknowledges that they have reviewed the California Air Resources Board’s policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “CARB Regulation”).

Contractor hereby certifies, subject to penalty for perjury, that the option checked below relating to the Contractor’s fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct:

� The Fleet is subject to the requirements of the CAB Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto.

� The Fleet is exempt from the CARB Regulation under section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto.

� Contractor and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the CARB Regulation pursuant to section 2449.1(f)(3). Contractor shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. third party correspondence or vendor bids).

� The Fleet is exempt from the requirements of the CARB Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Contractor shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4).

� The Fleet does not fall under the CARB Regulation or are otherwise exempted and a detailed reasoning is attached hereto.

Name of Contractor:____________________

Signature:

Name and Title:

Dated:

PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION

Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See http://www.dir.ca.gov/Public-Works/PublicWorks.html for additional information.

No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work.

Contractor hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations.1

Name of Contractor:

DIR Registration Number:

DIR Registration Expiration:__________________________ Small Project Exemption: _____ Yes or _____ No

Unless Contractor is exempt pursuant to the small project exemption, Contractor further acknowledges:

1. Contractor shall maintain a current DIR registration for the duration of the project.

2. Contractor shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project.

3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non-responsive.

Name of Contractor:____________________

Name and Title: Dated: __________________________

1 If the Project is exempt from the contractor registration requirements pursuant to the small project exemption under Labor Code Sections 1725.5 and 1771.1, please mark “Yes” in response to “Small Project Exemption.”

NONCOLLUSION DECLARATION

I, , declare that

I am of , the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

Executed on , 20 , in

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

(Signature and Title of Declarant)

(SEAL)

Subscribed and sworn to before me this day of , 20

Notary Public

Company Name:

CERTIFICATE OF WORKERS' COMPENSATION INSURANCE

PROJECT: ROYAL OAKS DRAINAGE (PW 2026-01)

I, the of (Name) (Title)

, declare, state and certify that:

(Contractor Name)

1. I am aware that California Labor Code §3700(a) and (b) provides:

“Every employer except the state shall secure the payment of compensation in one or more of the following ways:

(a) By being insured against liability to pay compensation in one or more insurers duly authorized to write compensation insurance in this state.

(b) By securing from the Director of Industrial Relations a certificate of consent to self-insure either as an individual employer, or one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his or her employees.”

2. I am aware that the provisions of California Labor Code §3700 require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of this Contract.

(Contractor Name)

By:

(Signature)

(Typed or Printed Name and Date)

CERTIFICATION REGARDING LOBBYING

31 CFR PART 21

The Contractor certifies, by signing and submitting this form, to the best of his or her knowledge and belief, that:

(l) No Federal appropriated funds have been paid or will be 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, renewal, 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 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 with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions.

This certification is a material representation of 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 such failure.

The Contractor also agrees that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly.

Printed Name:

Date:

Title:

Firm Name:

ATTACH BIDDER'S BOND TO ACCOMPANY BID

Know all men by these presents:

That we , AS PRINCIPAL, and , AS SURETY, are held and firmly bound unto the City of Arroyo Grande in the sum of:

Dollars

( ) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents:

THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden to construct (insert name of street and limits to be improved or project) dated is accepted by the City of Arroyo Grande, and if the above bounden , his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden, , has received notice by and from the said City of Arroyo Grande that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue.

IN WITNESS WHEREOF, we hereunto set our hands and seals this day of , 20 .

Bidder Principal:

Signature Date

Printed Name: __________________________

Title: _________________________________

Surety:

By:

Bidder's signature is not required to be notarized. Surety's signature must be notarized.

Equivalent form may be substituted

EXHIBIT ‘A’

APPROVED PLANS

ENGINEERING DIVISION

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PROTECT IN PLACE C&G

AutoCAD SHX Text REMOVE 1 SIDEWALK PANEL TO FIND VOIDS. IF VOIDS UNDER ADJACENT PANELS NOT INDICATED ON PLANS, CONTRACTOR TO STOP WORK AND CONTACT CITY STAFF FOR DIRECTION.

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PROTECT IN PLACE EXISTING LANDSCAPING, RETAINING WALL AND FENCE.

AutoCAD SHX Text CONTRACTOR TO CONFIRM VOIDS UNDER SIDEWALK & REMOVE ONLY SILTY-SAND. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR TO DETERMINE TRENCH TREATMENT AND GEOTEXTILE LAYOUT. CITY STAFF TO INSPECT EX. CONDITIONS AFTER PANEL REMOVAL PRIOR TO BACKFILL, AND INSPECT GEOTEXTILE, BASE COMPACTION/PLACEMENT PRIOR TO CONCRETE.

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EXISTING BASE

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EXISTING NATIVE (SILT, SAND, SHALE, SOLID ROCK LAYER)

AutoCAD SHX Text PROTECT IN PLACE C&G AND BACKFILL UNDER C&G. IF VOIDS FOUND UNDER C&G, FILL WITH CLASS II AB.

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IF EXISTING GRADE IS BELOW CONCRETE, FOLD GEOTEXTILE FOR C-SHAPE.

AutoCAD SHX Text DO NOT REMOVE LARGE AGGREGATE. REMOVE ONLY SILTY-SAND. RE-COMPACT EXISTING NATIVE AT BOTTOM OF VOIDS.

AutoCAD SHX Text INSTALL ADS 111F WOVEN GEOTEXTILE AT BACK OF SIDEWALK, FULL DEPTH OF TRENCH TBD IN FIELD AND 1 FEET INTO TRENCH FOR L-SHAPE.

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MATCH EXISTING WIDTH

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SAN

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CA

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CITY OF ARROYO GRANDE

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PW 2026-01 ROYAL OAKS DRAINAGE

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NTS

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SIDEWALK VOID DETAIL

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NTS

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REPAIR SIDEWALK VOID BACKFILL DETAIL

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INFORM CITY STAFF OF SHALE ROCK OR SOLID ROCK LAYER ENCOUNTERS AND LOCATIONS

AutoCAD SHX Text CONTRACTOR TO PROVIDE CITY ENGINEER WITH AS BUILT INCLUDE REDLINES FOR ANY REVISIONS TO THE PLANS. CONTRACTOR TO RECORD GEOTEXTILE TRENCH DEPTHS FOR EACH LOCATION INDICATED ON PLANS. FIELD CREW MUST HAVE A PLAN SET ONSITE DAILY. SUPERINTENDENT OR FOREMEN TO TRACK FIELD QUANTITIES FOR PAYMENT. CITY INSPECTOR TO VERIFY QUANTITIES. IF IMPORTED BASE IS GREATER THAN MAX IMPORTED BASE INDICATED FOR EACH LOCATION, CONTRACTOR TO CONTACT CITY STAFF IMMEDIATELY PRIOR TO IMPORTING BASE TO DISCUSS & VERIFY THE VOID SPACE. ALL WORK IS TO REMAIN IN CITY RIGHT-OF-WAY AND NOT ON PRIVATE PROPERTY. IF VOIDS DISCOVERED UNDER PRIVATE PROPERTY, DO NOT FILL IN VOIDS, STOP WORK AT THAT LOCATION AND CONTACT CITY STAFF IMMEDIATELY.

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RODEO DR

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SW1

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RODEO DR

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100 RODEO DR

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CA

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CITY OF ARROYO GRANDE

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PW 2026-01 ROYAL OAKS DRAINAGE

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SCALE: 1:50

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SIDEWALK VOIDS ON RODEO DRIVE

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REFER TO TABLE FOR QUANTITY ESTIMATES

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SIDEWALK VOIDS ON RODEO DRIVE

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AutoCAD SHX Text *REFER TO SECTION DETAILS 1A AND 1B ON SHEET 2 FOR SOIL EROSION REPAIRS UNDERNEATH SIDEWALKS.2 FOR SOIL EROSION REPAIRS UNDERNEATH SIDEWALKS. FOR SOIL EROSION REPAIRS UNDERNEATH SIDEWALKS.

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ANTICIPATED QUANTITIES:

AutoCAD SHX Text LOCATION: ESTIMATED MAX IMPORTED ESTIMATED MAX IMPORTED MAX IMPORTED SIDEWALK [SF]: BASE [CY]: BASE [CY]:

AutoCAD SHX Text A 70 5 70 5 5 B 90 1.5 90 1.5 1.5 SW1 60 ** 60 ** ** _ *SEE ASTERISK NOTE *SEE ASTERISK NOTE **SIDEWALK REPAIR PER 4110, NO EXPECTED VOIDS UNDER SIDEWALK.

Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

CHECKED BY:DRAWN BY:DATE:

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EMERALD BAY

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RODEO DR

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CITY OF ARROYO GRANDE

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PW 2026-01 ROYAL OAKS DRAINAGE

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SIDEWALK VOIDS ON EMERALD BAY

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AutoCAD SHX Text *REFER TO SECTION DETAILS 1A AND 1B ON SHEET 2 FOR SOIL EROSION REPAIRS UNDERNEATH SIDEWALKS.2 FOR SOIL EROSION REPAIRS UNDERNEATH SIDEWALKS. FOR SOIL EROSION REPAIRS UNDERNEATH SIDEWALKS.

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ANTICIPATED QUANTITIES:

AutoCAD SHX Text LOCATION: ESTIMATED MAX IMPORTED ESTIMATED MAX IMPORTED MAX IMPORTED SIDEWALK [SF]: BASE [CY]: BASE [CY]:

AutoCAD SHX Text C 60 3.2 60 3.2 3.2 D 40 0.7 40 0.7 0.7 E 100 1.8 100 1.8 1.8 F 100 3.2 100 3.2 3.2 G 100 2.4 100 2.4 2.4 H 50 1.3 50 1.3 1.3 I 50 1.3 50 1.3 1.3 J 40 1.7 40 1.7 1.7 K 110 1.5 110 1.5 1.5 _ *SEE ASTERISK NOTE *SEE ASTERISK NOTE

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RODEO DR

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(WM)

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(WM)

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RODEO DR

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CITY OF ARROYO GRANDE

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PW 2026-01 ROYAL OAKS DRAINAGE

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AutoCAD SHX Text *REFER TO SECTION DETAILS 1A AND 1B ON SHEET 2 FOR SOIL EROSION REPAIRS UNDERNEATH SIDEWALKS.2 FOR SOIL EROSION REPAIRS UNDERNEATH SIDEWALKS. FOR SOIL EROSION REPAIRS UNDERNEATH SIDEWALKS.

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SIDEWALK VOIDS ON RODEO DRIVE

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ANTICIPATED QUANTITIES:

AutoCAD SHX Text LOCATION: ESTIMATED MAX IMPORTED ESTIMATED MAX IMPORTED MAX IMPORTED SIDEWALK [SF]:…