Update 07/17/26 at 2:25 p.m. Madera City Council Agenda Page 1 of 3 July 22, 2026
NOTICE AND CALL OF THE
SPECIAL MEETING OF MADERA CITY COUNCIL
205 W. 4th Street, Madera, California 93637
NOTICE AND AGENDA
Wednesday, July 22, 2026 Council Chambers
6:00 p.m. City Hall
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Update 07/17/26 at 2:25 p.m. Madera City Council Agenda Page 2 of 3 July 22, 2026
CALL TO ORDER:
ROLL CALL: Mayor Cece Gallegos
Mayor Pro Tem Rohi Zacharia, District 1
Councilmember Jose Rodriguez, District 2
Councilmember Steve Montes, District 3
Councilmember Anita Evans, District 4
Councilmember Elsa Mejia, District 5
Councilmember Artemio Villegas, District 6
INVOCATION:
PLEDGE OF ALLEGIANCE:
APPROVAL OF AGENDA:
PRESENTATIONS: None
PUBLIC COMMENT:
Members of the public shall have an opportunity to address the City Council regarding matters on this Agenda at the time the agenda item is called. Speakers should limit their comments to three (3) minutes.
A. PETITIONS, BIDS, RESOLUTIONS, ORDINANCES, AND AGREEMENTS:
A-1 Rotary Park Basketball Courts
Recommendation: Adopt a Resolution awarding a Construction Agreement under Invitation for Bid 202526-28 for the Rotary Park Basketball Courts for $285,248.70 to Harris Development Corp. dba HBC Enterprises, with a construction contingency of 10 percent ($28,524.87), and adopting a CEQA Class 1 Exception (Existing Facilities) for the project (Report by Joseph Hebert) FUTURE MEETING DATES:
Wednesday, August 5, 2026
Wednesday, August 19, 2026
ADJOURNMENT:
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Update 07/17/26 at 2:25 p.m. Madera City Council Agenda Page 3 of 3 July 22, 2026
Any writings or documents provided to a majority of the City Council within 72 hours of the meeting regarding any item on this agenda will be made available for public inspection at the City Clerk’s office located at 205 W. 4th Street, Madera, CA 93637 and on the City website at www.madera.gov Questions regarding the meeting agenda or conduct of the meeting, please contact the City Clerk’s Office at (559) 661-5405.
Para asistencia en español sobre este aviso, por favor llame al (559) 661-5405.
I, Alicia Gonzales, City Clerk for the City of Madera, declare under penalty of perjury that I posted the above agenda for the Special Meeting of the Madera City Council for July 22, 2026, near the front entrances of City Hall and on the City’s website www.madera.gov at 3:00 p.m. on July 17, 2026. _______________________
Alicia Gonzales, City Clerk
REPORT TO CITY COUNCIL
Approved by: Council Meeting of: July 22, 2026
Agenda Number: ___________
________________________________
Joseph Hebert, Parks & Community Services Director
_________________________________
Arnoldo Rodriguez, City Manager
SUBJECT:
Rotary Park Basketball Courts
RECOMMENDATION:
Adopt a Resolution awarding a Construction Agreement under Invitation for Bid 202526-28 for the Rotary Park Basketball Courts for $285,248.70 to Harris Development Corp. dba HBC Enterprises, with a construction contingency of 10 percent ($28,524.87), and adopting a CEQA Class 1 Exception (Existing Facilities) for the project SUMMARY:
On June 29, 2026, the City released Invitation for Bid (IFB) 202526-28 for the Rotary Park Basketball Courts. Bids were due on July 14, 2026.
The City received nine bids for the project.
Staff recommends awarding a contract to Harris Development Corp. for $285,248.70, as the lowest, responsible, and responsive bidder, with a construction contingency of up to 10 percent of the original construction agreement amount, up to $28,524.87.
DISCUSSION:
The City was awarded $938,981 of CDBG-CV funds in Program Year (PY) 2020/21, to support microenterprise and rent/utility projects intended to offset the impacts of COVID-19. The City allocated the CDBG-CV funds to four nonprofit agencies. While much of the money was spent, approximately $256,000 remained unspent as of March 2026 with a deadline to expend said funds in September 2026. Given that the subrecipient agencies were having difficulty expending A-1
Return to Agenda
the funding on eligible cases due to the COVID-19 emergency ending in 2023, Council approved the reallocation of funds to be used to construct two basketball courts on March 4, 2026, via Resolution No. 26-25.
On March 18, 2026, Council approved Resolution No. 26-36, adopting a resolution for the actual subrecipient agreement to implement the approved project, per the US Department of Housing and Urban Development (HUD) requirements.
Utilizing Resolutions No. 22-178 and 25-251, which authorized consultant service agreements with several engineering firms for professional on-call engineering services, staff began work with Westwood Professional Services Inc (Westwood), one of the approved firms. Westwood has worked on several City projects, including James Taubert Park, Tozer Park, and the McNally Park.
Westwood helped the City prepare and finalize design plans and technical specifications for the McNally Park Basketball Courts Renovation project, which was completed in 2024. This project consisted of the redesign and reconstruction of two high-school-sized full basketball courts.
For Rotary Park, initially, the project scope consisted of the installation of one high-school-sized court with pedestrian connection to the existing walkway, near the Zero Gravity Skatepark. The design and technical specifications were to mirror the basketball courts at McNally Park, including striping and hoops. Associated scope of work items to include limited turf patching as may result from construction, as well as irrigation modifications or retrofitting around the new court and walkway.
A kick-off meeting was held on April 15, 2026, between City staff and Westwood. City staff altered the project to include two basketball courts rather than a single court. Topographic and geotechnical assessments were completed in early May 2026. Westwood submitted a concept plan on May 20, 2026.
Westwood submitted a 90% submittal package on May 29, 2026. Westwood submitted a 100% submittal package on June 1, 2026. Building Department plan check request was submitted on June 2, 2026. Plan check approved June 25, 2026.
Admin review of IFB 202526-28 May – June 2026, which included the review of bid documents by the Parks & Community Services Director, Finance Director, Human Resources Director, and City Manager.
IFB 202526-28 was approved for public release on Friday, June 26, 2026.
On Monday, June 29, 2026, the City released IFB 202526-28 on bid platforms, with the bid due date noted as July 13, 2026, by 10:00 a.m. The IFB was duly published in the Madera Tribune on July 1, 2026. Thus, to ensure a 14-day public notice of the IFB, Addendum No. 1 revised the bid due date to July 14, 2026, at 2:00 p.m. As a reference, the IFB was published and/or shared with the following platforms:
City of Madera PlanetBids Vendor Portal
Construction Bidboard (Ebidboard)
Dodge Data & Analytics
Placer County Contractors Association & Builders Exchange Builders’ Exchange of San Joaquin
Central California Builders Exchange
Valley Builders Exchange
On July 14, 2026, a total of 9 bids were received. Table 1 shows vendors ranked by cost, with staff recommendation to award the contract to Harris Development Corp., the lowest responsive, responsible bidder per the requirements set forth in the project’s contract documents.: Park Construction Bids Received and Bid Amount
Table 1: Bids Received in Response to IFB 202526-28
Bidder Amount of Bid
Harris Development Corp. dba HBC Enterprises $285,248.70 RidgeRo Engineering $297,440.00
Tosted Asphalt, Inc. $298,029.60
Braswell $312,139.40
Stockbridge General Contracting $333,068.00
Juarez Brothers General Engineering $333,444.40
CONFAB Construction, Inc. $349,775.40
Alpha1 Engineering, P.C. dba Alpha1 $364,115.00
JPB Designs, Inc. $444,420.00
Engineer’s Estimate $330,340
Harris (Harris) Development Corp. submitted the lowest responsible bid. Harris is a licensed general engineering contractor based in Clovis, specializing in public works and park improvement projects across the Central Valley. Led by President Rob Harris, the firm regularly secures municipal and school district contracts. They have an active Contractor State License and an active Department of Industrial Relations registration, as confirmed by staff.
FINANCIAL IMPACT:
The improvements to Rotary Park, funded by CDBG, have been budgeted within the General Grants (CDBG) Fund #1021-8020-7040-CV1BC. The CDBG grant award for this project was $256,050.21.
Costs for design and preparation of bid package documents for the construction of two basketball courts at Rotary Park are $56,000. Thus, the remaining balance towards the construction of two basketball courts at Rotary Park is $198,717.71. Table 2 shows the CDBG award breakdown for expenditure/encumbered totals.
With the grant balance of $198,717.71 and the lowest construction bid of $285,248.70, there is a difference of $86,531.53. Taking into account an anticipated 10 percent contingency for unforeseen circumstances that may arise during construction ($28,524.87), an additional $115,056.40 in total funding is required to fully fund the project.
Staff is proposing using Parks Development Impact Fees (Parks DIF) Fund monies to cover the difference. Currently, the Parks DIF Fund has a fund balance of approximately $3.9M. However, part of the fund balance has been previously committed or encumbered towards developer reimbursements and capital improvement projects. Table 3 shows a breakdown of funds from DIF #40880000 compared with encumbered totals for various park projects.
As all available resources in the Parks DIF Fund are appropriated in the Fiscal Year 2026/27 Adopted Budget, staff will administratively move $86,532 of appropriations in an object within the Parks DIF Fund to the Parks Equipment object (7040) in the Parks DIF Fund upon Council’s award of the construction contract.
ALTERNATIVES:
Staff has carefully considered the bids received for the project. An alternative course of action is to reject all bids, which could lead to several consequences that need to be taken into account.
Rebidding the project introduces additional uncertainties that may impact the project's overall cost. There is a possibility of receiving higher bids or encountering a lack of additional bids in a second bidding process. This scenario could delay the selection of a contractor, potentially impacting the timeliness of grant completion, with the grant deadline for completion September 30, 2026. If the CDBG-CV funds are not spent by September 30, 2026, they must be returned to the federal government.
Table 2: Grant Award Expenditure for Rotary Park Basketball Courts Project Expenditure/Encumbrance Description Total
Grant Award $256,050.21
Design Services & Bid Package Preparation by Westwood ($56,000) Bid Advertisement for IFB 202526-28 ($1,332.50)
Total Balance $198,717.71
Table 3: Development Impact Funds (DIF) Balance & Projects Capital Improvement Projects – Parks Total
Sunset Park (estimate; to be designed) $620,000
Tozer Park (City must match State grant) $659,640
Total Expenditure/Encumbered $1,279,640
Parks DIF Fund Cash Balance as of 6/30/26 $3,941,791
Total Balance Minus Expenditure/Encumbered Amounts $2,662,151 ATTACHMENT:
1. Resolution Awarding a Construction Agreement under Invitation for Bid 202526-28 for the Rotary Park Basketball Courts for $285,248.70 to Harris Development Corp. dba HBC Enterprises, with a construction contingency of 10 percent ($28,524.87), and adopting a CEQA Class 1 Exception (Existing Facilities) for the project ATTACHMENT 1
Resolution Awarding a Construction Agreement under Invitation for Bid 202526-28 for the Rotary Park Basketball Courts for $285,248.70 to Harris Development Corp. dba HBC Enterprises, with a construction contingency of 10 percent ($28,524.87), and adopting a CEQA Class 1 Exception (Existing Facilities) for the project Exhibit 1 – Construction Agreement
RESOLUTION NO. 26 - _______
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MADERA,
CALIFORNIA APPROVING RESOLUTION AWARDING A CONSTRUCTION AGREEMENT UNDER INVITATION FOR BID 202526-28 FOR THE ROTARY PARK BASKETBALL COURTS FOR $285,248.70 TO HARRIS DEVELOPMENT CORP. DBA HBC ENTERPRISES, WITH A CONSTRUCTION CONTINGENCY OF 10 PERCENT ($28,524.87), AND ADOPTING A CEQA CLASS 1 EXCEPTION (EXISTING FACILITIES) FOR THE PROJECT
WHEREAS, the City of Madera released an Invitation for Bid (IFB) No. 202526-28 Rotary Park Basketball Courts; and
WHEREAS, the IFB No. 202526-28 was released on June 29, 2026; and WHEREAS, the IFB No. 202526-28 was duly noticed and published accordingly in the Madera Tribune on July 1, 2026; and
WHEREAS, there were 9 bids received as of July 14, 2026, in the following amounts:
Harris Development Corp. dba HBC Enterprises $285,248.70 RidgeRo Engineering $297,440.00
Tosted Asphalt, Inc. $298,029.60
Braswell $312,139.40
Stockbridge General Contracting $333,068.00
Juarez Brothers General Engineering $333,444.40
CONFAB Construction, Inc. $349,775.40
Alpha1 Engineering, P.C. dba Alpha1 $364,115.00
JPB Designs, Inc. $444,420.00
; and
WHEREAS, the 9 bids were evaluated for completeness, responsiveness, and cost; and WHEREAS, the Procurement Manager has reviewed the 9 bids, and examined Harris Development Corp. dba HBC Enterprises and its bid response, found it to be both the lowest qualified responsive and responsible bidder, and has recommended it for award of this project; and
WHEREAS, the City wishes to enter into a Construction Agreement with Harris Development Corp. dba HBC Enterprises, for the construction of Rotary Park Basketball Courts at $285,248.70; and
WHEREAS, the City Council desires to authorize an additional construction contingency of up to 10% of the original construction agreement of $28,524.47.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MADERA HEREBY finds, orders, and resolves as follows:
1. The above recitals are true and correct and are incorporated by reference.
2. The City Council findsthat this project is subject to a Class 1 exemption (Existing Facilities) under Section 15301 of the California Environmental Quality Act (CEQA). The construction of basketball courts will involve negligible or no expansion of existing use at an existing park facility. Finally, none of the exceptions to the exemptions set forth in CEQA Guidelines section 15300.2 are applicable to this project.
3. The City Council of the City of Madera does hereby accept the 9 bids received for this project, finds that Harris Development Corp. dba HBC Enterprises, is the lowest, responsive and responsible bidder, and awards and approves a Construction Agreement for the RFP 202526-28 Rotary Park Basketball Courts project in the amount of$285,248.70 as attached hereto as Exhibit 1. The City Council also authorizes an additional $28,524.47 towards construction contingencies and authorizes the City Manager to amend the Construction Agreement as needed, or the Parks & Community Services Director to issue change orders, to effectuate the same.
4. This Resolution is effective immediately upon adoption. *******
Exhibit 1 – Construction Agreement
CONSTRUCTION AGREEMENT
IFB 202526-28 ROTARY PARK BASKETBALL COURTS
This Construction Agreement (“Agreement”) is made between the City of Madera, hereinafter called “OWNER” or “CITY” and HARRIS DEVELOPMENT CORP. DBA HBC ENTERPRISES, doing business as (an individual), or (a partnership), or (a corporation), hereinafter “CONTRACTOR” and collectively called “Parties.” The Agreement is effective on the last date signed by the Parties at the end of this Agreement.
WITNESSETH: The Parties agree as follows:
1. Project. The CONTRACTOR shall commence and complete all WORK required for the “IFB 202526-28 Rotary Park Basketball Courts.”
2. Materials, Supplies, Equipment. The CONTRACTOR shall furnish all of the material, supplies, tools, equipment, labor, and other services necessary for the construction and completion of the WORK described in this Agreement.
3. Commencement of Work; Term of Agreement. The CONTRACTOR shall commence the WORK required by the CONTRACT DOCUMENTS within ten (10) calendar days after the date of the NOTICE TO PROCEED, as agreed upon by OWNER and CONTRACTOR during the pre-construction meeting and will complete the same within 45 Calendar Days. The CONTRACTOR shall submit a Payment Bond and Performance Bond in the amount of $285,248.70, each and Insurance Certificates as specified in the CONTRACT DOCUMENTS prior to commencing any WORK within five (5) working days after being notified of the award of the contract, and before OWNER executes this AGREEMENT.
This Agreement shall be effective on July 22, 2026, after approval by the City Council at a duly scheduled meeting thereof.
4. The Contract Amount. OWNER agrees to pay, and CONTRACTOR agrees to accept, the sum not to exceed Two hundred eighty-five thousand two hundred forty-eight dollars and seventy cents($285,248.70) (“Contract Price”) subject to adjustments for changes in work as may be directed in writing by OWNER as payment in full for the WORK described in the CONTRACT DOCUMENTS. WORK performed at unit prices proposed in the CONTRACT DOCUMENTS will be paid based on actual quantities of work performed and accepted.
5. Contract Documents. The CONTRACTOR shall commence and complete all WORK required in accordance with the following CONTRACT DOCUMENTS, attached hereto and incorporated herein as Exhibits A through G:
(A) CONTRACTOR Complete Bid as Submitted on July 14, 2026 (B) Insurance Requirements for Contractors as specified in IFB (C) IFB 202526-28 Rotary Park Basketball Courts
(D) Addenda No. 1, dated July 1, 2026
(E) Addenda No. 2, dated July 9, 2026
(F) General Wage Decision No. CA20260018
6. Liquidated Damages. In the event the CONTRACTOR does not complete the WORK within the time limit specified in Section 3 or within such further time as authorized, the CONTRACTOR shall pay to the OWNER liquidated damages in the amount of One Thousand Dollars ($1,000) per day for each and every calendar day delay in finishing the WORK beyond the completion date so specified.
7. Payment to Contractor. The OWNER will pay to the CONTRACTOR in the manner and at such times as set forth in the General Conditions such amounts as required by the CONTRACT DOCUMENTS. For any moneys earned by the CONTRACTOR and withheld by the OWNER to ensure the performance of the Contract, the CONTRACTOR may, at his request and expense, substitute securities equivalent to the amount withheld in the form and manner and subject to the conditions provided in Division 2, Part 5, Section 22300 of the Public Contract Code of the State of California.
8. Disputes. In the event of a dispute between the OWNER and the CONTRACTOR as to an interpretation of any of the specifications or as to the quality or sufficiency of material or workmanship, the decision of the OWNER shall for the time being prevail and the CONTRACTOR, without delaying the job, shall proceed as directed by the OWNER without prejudice to a final determination by negotiation, arbitration by mutual consent or litigation, and should the CONTRACTOR be finally determined to be either wholly or partially correct, the OWNER shall reimburse him for any added costs he may have incurred by reason of work done or material supplied beyond the terms of the contract as a result of complying with the OWNER’S directions as aforesaid. In the event the CONTRACTOR shall neglect to prosecute the work properly or fail to perform any provisions of the CONTRACT, the OWNER, after three days written notice to the CONTRACTOR, may, without prejudice to any other remedy it may have, make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due to the CONTRACTOR, subject to final settlement between the parties as in this paragraph herein above provided.
8A. Claims Resolution Process For Disputes.
It is the intent of this Contract that disputes regarding the Contract be resolved promptly and fairly between the Contractor and the Owner. However, it is recognized that some disputes will require detailed investigation and review by one or both parties before a determination and resolution can be reached. For the protection of the rights of both the Contractor and the Owner, the following provisions are provided for the resolution of disputes which cannot be resolved by the Owner and the Contractor within three business days after either party gives verbal notice of dispute or potential dispute to the other’s attention and prior to the commencement of such work.
The following provisions are intended by Contractor and Owner to comply with Public Contract Code Sections 9204 and 20104 et. Seq.
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A. Claims:
The term “claim” refers to a separate demand by Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
i. A time extension, including, without limitation, for relief from damages or penalties for delay assessed by Owner under this Contract. ii. Payment by the Owner of money or damages arising from work done by, or on behalf of, the Contractor pursuant to the Contract and payment for which is not otherwise expressly provided or to which the Contractor is not otherwise entitled.
iii. Payment of an amount that is disputed by the Owner.
B. The Claim Must Be Timely and in Writing:
For all claims the claim must be in writing and include the documents necessary to substantiate the claim. A notice of potential claim must be filed within five (5) business days of Contractor’s completion of work that is a potential claim. Notice of an actual claim must be filed on or before the date of final payment.
C. Receipt of Claim by Owner:
Upon receipt of a claim pursuant to this section, the Owner will conduct a reasonable review of the claim and, within a period not to exceed 45 days from the date of receipt, will provide the Contractor with a written statement identifying what portion of the claim is disputed and what portion is undisputed.
Upon receipt of a claim, Owner and Contractor may, by mutual agreement, extend the time period provided in this section.
The Contractor shall furnish reasonable documentation to support the claim. If additional information is thereafter required, it shall be requested and provided upon mutual agreement by the Owner and the Contractor. The District’s written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation.
D. City Council Approval:
If the Owner needs approval from the City Council to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the City Council does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the Owner shall have up to three days following the next duly publicly noticed regular meeting of the City Council after the 45-day period or extension expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.
E. Payment of Claim:
Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the Owner issues its written statement. If the Owner fails to issue a written statement, paragraph F below shall apply.
F. Meet and Confer:
If the Contractor disputes the Owner’s written response, or if the Owner fails to respond to a claim issued pursuant to this section within the time prescribed, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the Owner shall schedule a meet and confer conference within 30 days for settlement of the dispute.
Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the Owner shall provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the Owner issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the Owner and the Contractor sharing the associated costs equally. The Owner and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing.
If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
Under this Contract, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.
Unless otherwise agreed to by the Owner and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced.
If mediation as set forth above does not resolve the parties’ dispute, the parties will proceed to arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program.
G. Filing a Government Code Written Claim Notice:
Following the meet and confer conference, if the claim or any portion remains in dispute, the Contractor may file a claim under the Torts Claims Act as provided in Chapter 1 (commencing with Section 900) and Chapter 2 commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code Section 900.
H. Owner’s Failure to Respond to Claim:
Failure by the Owner to respond to a claim from Contractor within the time periods described above or to otherwise meet the time requirements set forth above shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the Owner’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the Contractor.
I. Interest:
Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
J. Subcontractor Claims:
If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against Owner because privity of contract does not exist, the Contractor may present to the Owner a claim on behalf of a subcontractor or lower tier subcontractor. For purposes of this paragraph, the term “subcontractor’ means any type of subcontractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with the Contractor or is a lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the Contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the Owner shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the Contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the Owner and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
K. Filing of Action on Unresolved Claims:
The parties shall follow the procedures set forth in Public Contracts Code Section 20104.4 if an action is filed to resolve claims under the foregoing provisions. Any action shall be filed in Madera County.
9. No Discrimination in Employment. Attention is directed to Section 1735 of the Labor Code, which reads as follows:
“No discrimination shall be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical conditions, marital status, or sex of such persons except as provided in Section 12940 of the Government Code, and every contractor for public works violating this section is subject to all the penalties imposed for by violation of this chapter”.
10. Workers Compensation. In accordance with the provisions of Article 5, Chapter l, Part 7, Division 2 (commencing with Section 1860) and Chapter 4, Part l, Division 4 (commencing with Section 3700) of the Labor Code of the State of California, the CONTRACTOR is required to secure the payment of compensation to his employees and shall for that purpose obtain and keep in effect adequate Worker’s Compensation Insurance.
The undersigned CONTRACTOR is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against Liability for Worker’s Compensation or to undertake self-insurance in accordance with the provisions before commencing the performance of the WORK of this Agreement.
11. Prevailing Wages. This Agreement is subject to California Labor Code Sections 1720, et seq., and Contractor and subcontractor shall pay not less than the specified prevailing rates of wage to all workers employed in performance of the Work. Pursuant to the provisions of Section 1770 of the California Labor Code, OWNER has obtained the general prevailing rate of wages and employer payments for health and welfare, vacation, pension, and similar purposes, as determined by the Director of the Department of Industrial Relations, a copy of which is on file in the office of OWNER and shall be made available for viewing to any interested party upon request. The Contractor and each subcontractor shall forfeit as a penalty to OWNER not more than Two Hundred Dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the stipulated prevailing wage rate in violation of the Labor Code. In addition, the difference between the prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by the Contractor.
12. Public Works Contractor Registration. 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 Relation. 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 and its subcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project. In addition, Contractor shall provide the registration number for each listed subcontractor in the space provided in the Designation of Subcontractors Form.
This Project is subject to compliance monitoring and enforcement by the Department of Relations. In executing this contract, Contractor acknowledges that it has reviewed all applicable labor compliance requirements and included the cost of complying with such requirements in its bid.
13. Payroll Records. The CONTRACTOR shall comply Section 1776 of the California Labor Code. The CONTRACTOR shall keep and require that all SUBCONTRACTORS keep accurate payroll records showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice worker or other employee employed by him in connection with public work. Such payroll records shall be certified and shall be available for inspection at all reasonable hours at the principal office of the CONTRACTOR by the OWNER, its officers, and agents and to the representatives of the Division of Labor Law Enforcement of the State Department of Industrial Relations. In the event of non-compliance with the requirements of Section 1776, the CONTRACTOR shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects the CONTRACTOR must comply. If CONTRACTOR or subcontractor does not comply after such ten (10) day period, the CONTRACTOR shall, as a penalty, forfeit one hundred dollars ($100) for each day or portion thereof for each worker until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due.
In accordance with California Labor Code Section 1771.4 Section 1771.4, CONTRACTOR and each subcontractor shall furnish the certified payroll records directly to the Department of Industrial Relations (DIR) on a weekly basis and in the format prescribed by the DIR which may include electronic submission. CONTRACTOR shall comply with all applicable requirements and regulations from the DIR relating to labor compliance monitoring and enforcement.
14. Apprentices. Attention is directed to the provisions in Sections 1777.5 and 1777.6 of the California Labor Code concerning the employment of apprentices by the CONTRACTOR or any SUBCONTRACTOR. It is the CONTRACTOR’S responsibility to ensure compliance by both it and all SUBCONTRACTORS.
Section 1777.5 provides, in part, as follows:
The CONTRACTOR or SUBCONTRACTOR, if he is covered by this section, upon the issuance of the approval certificate, or if he has been previously approved in the craft or trade, shall employ the number of apprentices or the ratio of apprentices to journeyman stipulated in the apprenticeship standards. Upon proper showing by the CONTRACTOR that he employs apprentices in the craft or trade in the State on all of his/her contracts on an annual average of not less than one hour of apprentice work for every five hours of labor performed by a journeyman, or in the land surveyor classification, one apprentice for each five journeyman, the Division of Apprenticeship Standards may grant a certification exempting the CONTRACTOR from the one (1) to five (5) hourly ratio as set forth in this section. This section shall not apply to contracts of general CONTRACTORS or to contracts of specialty contractors not bidding for work through a general or prime CONTRACTOR, when the contracts of general CONTRACTORS, or those specialty CONTRACTORS involve less than thirty thousand dollars ($30,000). Any work performed by a journeyman in excess of eight hours per day or forty (40) hours per week shall not be used to calculate the hourly ratio required by this section.
Apprenticeable craft or trade, as used in this section, shall mean a craft or trade determined as an apprenticeable occupation in accordance with rules and regulations prescribed by the Apprenticeship Council. The joint apprenticeship committee shall have the discretion to grant a certificate, which shall be subject to the approval of the Administrator of Apprenticeship, exempting a CONTRACTOR from the 1 to 5 ratio set forth in this section when it finds that any one of the following conditions is met:
(a) In the event unemployment for the previous three-month period in such area exceeds an average of 15 percent, or
(b) In the event the number of apprentices in training in such area exceeds a ratio of 1 to 5, or
(c) If there is a showing that the apprenticeable craft or trade is replacing at least onethirtieth of its journeymen annually through apprenticeship training, either (1) on a statewide basis, or (2) on a local basis, or
If assignment of an apprentice to any work performed under a public works contract would create a condition which should jeopardize his life or the life, safety, or property of fellow employees, or the public at large or if the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman.
When such exemptions are granted to an organization which represents contractors in a specific trade from the 1 to 5 ratio on a local or statewide basis the member contractors will not be required to submit individual applications for approval to local joint apprenticeship committees, provided they are already covered by the local apprenticeship standards.
The CONTRACTOR is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in apprenticeable trade on such contracts and if other contractors on the public work site are making such contributions. The CONTRACTOR, and any SUBCONTRACTOR under him, shall comply with the requirements of Sections 1777.5 and 1777.6 of the Labor Code in the employment of apprentices. Information relative to number of apprentices, identifications, wages, hours of employment and standards of working conditions shall be obtained from the Division of Apprenticeship Standards. Consult the white pages of your telephone directory under California, State of, Industrial Relations, Apprenticeship Standards, for the telephone number and address of the nearest office. Willful failure by the CONTRACTOR to comply with the provisions of Sections 1777.5 will subject the CONTRACTOR to the penalties set forth in Section 1777.7 of the Labor Code.
15. Hours of Work. Pursuant to California Labor Code Section 1813, eight hours in any one calendar day and forty (40) hours in any calendar week shall be the maximum hours any worker is required or permitted to work, except in cases of extraordinary emergency caused by fires, flood, or danger to life and property or except as authorized under the overtime provisions in California Labor Code 1815.
Overtime and shift work may be established as a regular procedure by the CONTRACTOR with reasonable notice and written permission of the OWNER. No work other than overtime and shift work established as a regular procedure shall be performed between the hours of 6:00 P.M. and 7:00 A.M. nor on Saturdays, Sundays or holidays except such work as is necessary for the proper care and protection of the work already performed or in case of an emergency.
CONTRACTOR agrees to pay the costs of overtime inspection except those occurring as a result of overtime and shift work established as a regular procedure. Overtime inspection shall include inspection required during holidays, Saturdays, Sundays, and weekdays. Costs of overtime inspection will cover engineering, inspection, general supervision, and overhead expenses which are directly chargeable to the overtime work. CONTRACTOR agrees that OWNER shall deduct such charges from payments due the CONTRACTOR.
16. Subcontracting. The CONTRACTOR shall comply with Division 2, Chapter 4, Part 1 of the Public Contract Code relating to subletting and subcontracting, specifically included but not limited to Sections 4104, 4106, and 4110, which by this reference are incorporated into this Agreement as though fully set forth herein.
17. Change Orders. The CONTRACTOR and the OWNER agree that changes in this Agreement or in the work to be done under this Agreement shall become effective only when written in the form of a change order and approved and signed by the OWNER or the Owner’s Designated Project Manager and the CONTRACTOR. It is specifically agreed that the OWNER or the Owner’s Designated Project Manager shall have the right to request any alterations, deviations, reductions or additions to the contract or the plans and specifications or any of them, and the amount of the cost thereof shall be added to or deducted from the amount of the contract price aforesaid by fair and reasonable valuations thereof.
This Agreement shall be held to be completed when the work is finished in accordance with the original plans and specifications as amended by such changes. No such change or modification shall release or exonerate any surety upon any guaranty or bond given in connection with this contract.
18. Indemnification. Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees, and volunteers from and against all liability, loss, damage, expense, and cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with Contractor’s negligence, recklessness, or willful misconduct in the performance of work hereunder, or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage caused by the sole active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both City and Contractor, or should City otherwise find Contractor’s legal counsel unacceptable, then Contractor shall reimburse the City its costs of defense, including without limitation, reasonable legal counsel fees, expert fees, and all other costs and fees of litigation.
The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees, and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless, or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.
Contractor obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of City under any provision of this Agreement, Contractor shall not be required to indemnify and hold harmless City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where City is shown to have been actively negligent and where City’s active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.
Contractor agrees to obtain or cause to be obtained executed defense and indemnity -----------
agreements with provisions identical to those set forth in this Section from each and every Subcontractor and Subconsultant, of every Tier. In the event the Contractor fails to do so, Contractor agrees to be fully responsible to provide such defense and indemnification according to the terms of this Section.
19. Insurance. Contractor must comply with the insurance requirements as described in Exhibit B, Insurance Requirements for Contractors as specified in IFB 202526-28 Rotary Park Basketball Courts.
20. Amendments. Any changes to this Agreement requested by either City or CONTRACTOR may only be effected if mutually agreed upon in writing by duly authorized representatives of the parties hereto. This Agreement shall not be modified or amended or any rights of a party to it waived except by such writing.
21. Termination.
A. Termination of the Contract for Default.
1. General: If, prior to the acceptance of the Work, the CONTRACTOR:
(a) Becomes insolvent, assigns its assets for the benefit of its creditors, or is otherwise financially unable to complete the Work; (b) Abandons the Work by failing to report to the Work site and diligently prosecute the Work to completion;
(c) Disregards written instructions from the City Engineer or materially violates provisions of the Contract Documents;
(d) Fails to prosecute the Work according to the schedule approved by the City;
(e) Disregards laws or regulations of any public body having jurisdiction; or
(f) Commits continuous or repeated violations of regulatory or statutory safety requirements, then the OWNER will consider the Contractor in default of the Contract.
2. Notices: Notices and other written communications regarding default between the CONTRACTOR, the OWNER, and the SURETY shall be transmitted as follows:
(a) Personal delivery with proof of delivery which may be made by declaration under penalty of perjury by any person over the age of 18 years. The proof of delivery shall show that delivery was performed in accordance with these provisions. Service shall be effective on the date of delivery. Notices given to the Contractor by personal delivery may be made to the Contractor’s authorized representative at the Work site; or
(b) Certified mail addressed to the mailing address of the recipient postage prepaid; return receipt requested. Service shall be effective on the date of the receipt of the mailing.
Simultaneously, the OWNER may send the same notice by regular mail. If a notice that is sent by certified mail is returned unsigned, then delivery shall be effective pursuant to regular mail, provided that the notice that was sent by regular mail is not returned.
3. Notice to Cure: The OWNER will issue a written notice to cure the default to the Contractor and its Surety. The Contractor shall commence satisfactory corrective actions within 5 Working Days after receipt.
4. Notice of Termination for Default: If the Contractor fails to commence satisfactory corrective action within 5 Working Days after receipt of the notice to cure, or to diligently continue satisfactory and timely correction of the default thereafter, then the Owner will recommend to the City Council that the Contractor be found in default of the Contract and upon such finding by the City Council will terminate the Contractor’s right to perform under the Contract by issuing a written notice of termination for default to the Contractor and its Surety;
The provisions of this subsection shall be in addition to all other legal rights and remedies available to the Owner.
5. Responsibilities of the Surety: Upon receipt of the written notice of termination for default, the Surety shall immediately assume all rights, obligations, and liabilities of the Contractor under the Contract. If the Surety fails to protect and maintain the Work site, the Owner may do so, and may recover all costs incurred. The Surety shall notify the Owner that it is assuming all rights, obligations, and liabilities of the Contractor under the Contract and all money that is due, or would become due, to the Contractor shall be payable to the Surety as the Work progresses, subject to the terms of the Contract.
Within 15 Working Days of receipt of the written notice of termination for default, the Surety shall submit to the Owner a written plan detailing the course of action it intends to take to remedy the default. The Owner will review the plan detailing and notify the Surety if the plan is satisfactory. If the Surety fails to submit a satisfactory plan, or if the Surety fails to maintain progress according to the plan accepted by the Owner, the Owner may, upon 48 hours written notice, exclude the Surety from the premises, take possession of all material and equipment, and complete the Work in any way the Owner deems to be expedient. The cost of completing the Work by the Owner shall be charged against the Surety and may be deducted from any monies due, or which would become due, the Surety. If the amounts due under the Contract are insufficient for completion, the Surety shall pay the Owner, within 30 Days after the Owner submits an invoice, all costs in excess of the remaining Contract Price.
6. Payment: The Surety will be paid for completion of the Work in accordance less the value of damages caused to the Owner by the acts of the Contractor.
B. Termination of the Contract for Convenience.
The OWNER may terminate the Contract if it becomes impossible or impracticable to proceed, or because of conditions or events beyond the control of the OWNER.
1. Notice: The Owner will issue a written notice of termination for convenience as follows:
Personal delivery, with proof of delivery which may be made by declaration under penalty of perjury by any person over the age of 18 years. The proof of delivery shall show that delivery was performed in accordance with these provisions. Service shall be effective on the date of delivery. Notices given to the Contractor by personal delivery may be made to the Contractor’s authorized representative at the Work site; or Certified mail addressed to the mailing address of the recipient postage prepaid; return receipt requested. Service shall be effective on the date of the receipt of the mailing.
Simultaneously, the Owner may send the same notice by regular mail. If a notice that is sent by certified mail is returned unsigned, then delivery shall be effective pursuant to regular mail, provided that the notice that was sent by regular mail is not returned.
2. Cessation of Work: Upon receipt, the Contractor shall immediately cease work, except work the Contractor is directed to complete by the Engineer or required to complete for public safety and convenience. The Contractor shall immediately notify Subcontractors and suppliers to immediately cease their work.
3. Payment: The Contractor will be paid without duplication for:
(a) Work completed in accordance with Contract Documents prior to the effective date of termination for convenience;
(b) Reasonable costs incurred in settlement of terminated contracts with Subcontractors, suppliers, and others; and
(c) Reasonable expenses directly attributable to termination.
Notice of termination shall be mailed to the City:
Arnoldo Rodriguez
City of Madera
205 West 4th Street
Madera, CA 93637
Notice of Termination shall be mailed to the Contractor:
Harris Development Corp. dba HBC Enterprises
1840 Shaw Ave. Ste. 105-108
Clovis, CA 93611
All notices and communications from shall be to City's designated Project Manager or Principal-In-Charge. Verbal communications shall be confirmed in writing. All written notices shall be provided and addressed as soon as possible, but not later than thirty (30) days after termination.
Either party may update their contact information, including but not limited to mailing address, at any time by providing written notice to the other party in accordance with the notice provisions set forth in this Agreement. Such updates shall take effect upon the other party's receipt of the written notice unless a later effective date is specified in the notice.
22. Warranty. Contractor warrants to OWNER that all materials and equipment furnished shall be new, free from faults and defects and of good quality and conform to the requirements of the Contract Documents. Contractor hereby warrants its work against all deficiencies and defects for the period required by the Contract Documents or the longest period permitted by California Law, whichever is greater. Unless otherwise stated in the Contract Documents, warranty periods shall begin upon the filing of the Notice of Completion and shall be for one year.
This section shall not limit OWNER’s rights under this Agreement or with respect to latent defects, gross mistakes, or fraud. OWNER specifically reserves all rights related to defective work, including but not limited to defect claims pursuant to California Code of Civil Procedure section 337.15.
23. Compliance with Laws. City shall at all times observe and comply, and shall cause all of its agents, subcontractors, and employees to observe and comply with all with all Federal, State, and local laws, ordinances, regulations, and provisions applicable in the performance of City’s services. Wherever reference is made in this Agreement to standards or codes in accordance with which work is to be performed or tested, the edition or revision of the standards or codes current on the effective date of this Agreement shall apply unless otherwise expressly stated.
24. Attorneys’ Fees/Venue. In the event that any action is brought to enforce the terms of this Agreement, the party found by the court to be in default agrees to pay reasonable attorneys’ fees to the successful party in an amount to be fixed by the Court. The venue for any claim being brought for breach of this Agreement shall be in Madera County or as appropriate in the U.S. District Court for the Eastern District of California, located in the City of Madera.
25. Governing Law. The laws of the State of California shall govern the rights and obligations of the parties under the Agreement, including the interpretation of the Agreement.
If any part of the Agreement is adjudged to be invalid or unenforceable, such invalidity shall not affect the full force and effect of the remainder of the Agreement.
26. City’s Authority. Each individual executing or attesting to this Agreement on behalf of the City hereby covenants and represents: (i) that he or she is duly authorized to execute or attest and deliver this Agreement on behalf of such corporation in accordance with a duly adopted resolution of the corporation’s articles of incorporation or charter and bylaws; (ii) that this Agreement is binding upon such corporation; and (iii) that Contractor is a duly organized and legally existing municipal corporation in good standing in the State of California.
27. Contractor’s Legal Authority. Each individual executing or attesting this Agreement on behalf of CONTRACTOR hereby covenants and represents: (i) that he or she is duly authorized to execute or attest and deliver this Agreement on behalf of such corporation in accordance with such corporation’s articles of incorporation or charter and by-laws; (ii) that this Agreement is binding upon such corporation; and (iii) that CONTRACTOR is a duly organized and legally existing corporation in good standing in the State of California.
28. Remedies for Default. Failure by a party to perform any term, condition or covenant required of the party under this Agreement shall constitute a “default” of the offending party under this Agreement. In the event that a default remains uncured for more than ten (10) days following receipt of written notice of default from the other party, a "breach" shall be deemed to have occurred. Any failure or delay by a party in asserting any of its rights and remedies as to any default shall not operate as a waiver of any default or of any rights or remedies associated with a default.
29. Independent Contractor. In performance of the work, duties, and obligations assumed by the Contractor under this Agreement, it is mutually understood and agreed that the City, including any and all of City’s officers, agents and employees will, at all times, be acting and performing as an independent contractor, and shall act in an independent capacity and not as an officer, agent, servant, employee, joint venturer, partner, or associate of City. Furthermore, City shall have no right to control or supervise or direct the manner or method by which City shall perform its work and functions. The City shall comply with all applicable provisions of law and the rules and regulations, if any, of governmental authorities having jurisdiction over the subject matter hereof.
Because of its status as an independent contractor, CONTRACTOR shall have absolutely no right to employment rights and benefits available to City employees. City shall be solely liable and responsible for providing to, or on behalf of, its employees, all legally required employee benefits. In addition, City shall be solely responsible and hold City harmless from all matters relating to payment of City’s employees, including compliance with Social Security, withholding and all other regulations governing such matters. It is acknowledged that during the term of this Agreement, City may be providing services to others unrelated to City or to this Agreement.
30. Sole Agreement. This instrument constitutes the sole and only Agreement between City and CONTRACTOR in connection to the Project and correctly sets forth the obligations of the City and CONTRACTOR to each other as of its date. Any Agreements or representations in connection with the Project, not expressly set forth in this instrument are null and void.
31. Assignment. Neither the CONTRACTOR nor City will assign its interest in this Agreement without the written consent of the other.
32. Binding Agreement. This Agreement shall be binding upon all parties hereto and their respective heirs, executors, administrators, successors, and assigns. This Agreement may be executed in counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. A signed copy of this Agreement delivered by facsimile, email, or other electronic means shall be deemed to have the same legal effect as delivery of an original signed copy.
IN WITNESS WHEREOF the parties hereto have executed, or caused to be executed by their duly authorized officials, this Agreement in TWO copies, each of which shall be deemed an original on the date first above written.
CITY OF MADERA (OWNER)
By: _________________________________
Cecelia K. Gallegos, Mayor
APPROVE AS TO FORM:
____________________________________
Shannon L. Chaffin, City Attorney
ATTEST:
____________________________________
Alicia Gonzales, City Clerk
CONTRACTOR
By: _________________________________
Contractor (signature)
_________________________________
Printed Name and Title
___________________________
Federal Tax I.D. No.
___________________________
Contractor License Number
___________________________
DIR Registration Number
NOTE: This Notary Acknowledgment on the following page is required for verification of Contractor’s signature.
Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California )
County of ______________ )
On ______________, 2026 before me, ______________________________________ (insert name and title of officer)
Personally appeared __________________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature ___________________________________ (Seal)
ATTACHMENT A
Invitation for Bid (IFB) No. 202526-28, CDBG 8-20-MW-06-0053 Rotary Park Basketball Courts
Page lOof 36
INCLUDE THIS PAGE WITH BID
Bidder Checklist
SUBMIT THIS BIDDER'S CHECKLIST WITH YOUR BID PROPOSAL. Bidders shall complete and submit all documents marked with an "X" in th I "REQUIRED WITH BID SUBMITTAL" column for bids to be considered responsive,
If any Bidder makes any alteration,
I
strike-through, or otherwise deviates from any of the bid forms provided herein or makes any qualjfications of any of the required bid forms in separate documents submitted with the Contractor's Bid rroposal, the Bid Proposal may be considered non-responsive.
REQUIRED WITH BID SUBMITTAL II
[~J 1. BID PROPOSAL FORM
2. BID SCHEDULE A TH~OUGH C
3. SIGNATURE PAGE
IXl
IXl
[_~]
[Xl
4. SUBCONTRACTOR L~STING (In excess of 1/2 of 1%)
5. BID DEPOSIT (ELECT~ONIC SCANNED COPY) attached to front of Proposal in the form of:
[ ] Certified Check II [X] Bidder's Bond (submitted on form in this IFS} [ ] Cashier's Check ( ] Irrevocable Letter of Credit
[ ] Certificate of Deposit
6. CERTIFICATION {Co'1'ptroller General's List)
7. NONCOLLUSION AFfi,IDAVIT
8. PUBLIC CONTRACT ~ODE
9. DEBARMENT AND spsPENSION CERTIFICATION
10. CALIFORNIA AIR RE~OURCES BOARD (CARB) OFF-ROAD DIESEL FLEET (DOORS CERTIFICATION)
COMPLIANCE
11. EQUAL EMPLOYEM~NT OPPORTUNITY CERTIFICATION
~~: ~~~~~~UBR~I~ ~~~:~~ci -~~~:~::~~AF~~JBABAA) REQUIREMENTS
14. ADDENDA - Signature page of all Addenda issued
CDBG REQUIRED DOCUMENT SUBMITTALS WITH BID (See Attachment A for Exhibits):
(X] CDBG Exhibit A Deb~rment and Suspension Certification [X] CDBG Exhibit B Equ~1 Opportunity Certification
[X] CDBG Exhibit C Certification of Minority Business Sub-Contracting [X] CDBG Exhibit D Ethnicity Information
[X] CDBG Exhibit E StatJment of Work Force Needs
[Xl CDBG Exhibit O Stat~ Labor Standards and Prevailing Wage Certification [X] CDBG Exhibit P Guar nty
SUBMIT NO SOONER THAN ELECTRONIC BID SUBMITTAL DATE AND TIME, AND NO LATER THAN 4:00 P.M. ON THE 3RD BUSINESS DAY AFiTER BID OPENING:
[X] LETTER FROM BIDDER THAT BIDDER Will PERFORM NOT LESS THAN 30% OF THE TOTAL NET BID AMOUNT (~RIGINAL CONTRACT PRICE), excluding specialty items designated by the City on the bid proposal to be submitted via email to [email protected]. [X] COMPLETE BID AN~ ALL REQUIRED FORMS AS UPLOADED TO PLANETBIDS HARD COPY ORIGINAL delivered to: Jennifer Stickman, City of Madera, 205 East 4th Street, Madera, Ca 93637)
INCLUDE THIS PAGE WITH BID
Invitation f or Bid {IFB) No. 202526-28, COBG B-20-MW-06-0053 Rotary Park Basketball Courts
Bid Proposal Form
Rota Park Basketball Courts IFB 202526-28
Bid proposal of Harris Development Corp. dba HBC Enterprises (hereinafter called "BIDDER"), organized and existing under the laws of the State of calitqrnia , doing business as (an individual), or (a partnership), or (a corporation), to the City of Ma I era (hereinafter called "OWNER"):
In compliance with your advertisem_int for Bids, BIDDER hereby proposes to perform all work required for "Rotary Park Basketball Courts, IFHj 202526-28" in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, anr at the prices stated below.
By submission of this BID, each BIDDFR certifies, and in the case of a joint BID, each party thereto certifies as to his own organization, that tris BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor. I
BIDDER hereby agrees to commence work under this Contract on or before a date to be specified in the NOTICE TO PROCEED and to fully complete the PROJECT in Forty Five (45} Calendar Days. BIDDER must submit final invoice for PROJECT to !OWNER no later than close of business on 9/22/2026.
BIDDER further agrees to pay as liquidated damages, the sum of $1,000 for each consecutive calendar day thereafter, as provided in Section 1-17 of the General Conditions, BIDDER acknowledges receipt of the following ADDENDA:
No. 01 dated _J_ulc...y _1 ______ _, 2026
No, ..QL__, dated July 9 , 2026
No, _ _ _ , dated ________ _, 2026
The undersigned, as BIDDER, declares that the only persons, or parties interested in this bid proposal as principals are those named herein; that this bid proposal is made without collusion with any other person, firm or corporation; that the BIDDER has carefully examined the location of the proposed work, the annexed proposed form of contract and the plan therein referred to; and he proposes and agrees if this I bid proposal is accepted, that the B/DDER will contract with the City of Madera to provide all necessary machinery, tools, apparatus and ottter means of construction, and to do all the work and furnish all the materials specified in the contract in the manner and time therein prescribed and according to the requirements of the OWNER as th~rein set forth, and that he will take in full payment therefor the following prices, to wit:
INCLUDE THIS PAGE WITH BID
Bid Schedules A through C, Base Bid
The following Bid Schedule lists the items necessary to complete the work. Bidder will fully complete the schedule including the total price of each item. If the total cost of any item or the Total Base Bid is inconsistent with the unit cost, the unit cost shall prevail. Payment of each item will be based on the actual quantity, except for those items bid lump sum and those items that are noted as fixed quantities.
NOTE: FOR BID TO BE CONSIDERED VALID, ALL BID SCHEDULES (A THROUGH C) MUST BE COMPLETED AND INCLUDED IN YOUR BID.
BID SCHEDULE A, DEMOLITION & SITE PREPARATION
ITEM
NO. ITEM DESCRIPTION UNIT OF MEASURE
APPROX
QTY
UNIT
COST
TOTAL
ITEM
COST
A1 Temporary Construction Fencing LS 1
A2 Site Preparation (Clearing, Grubbing &
Disposal) SF 13,880
A3 Site Grading (Rough/Fine) and Turf Patching LS 1
TOTAL BID SCHEDULE A, DEMOLITION & SITE PREPARATION ITEMS A1 THROUGH A3 INCLUSIVE:
$_____________________.
Total Amount of BID SCHEDULE A, DEMOLITION & SITE PREPARATION (in words) is:
_________________________________________ Dollars and ____________________________ Cents.
In case of discrepancy between words and figures, the words shall prevail.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
$3,641.00 $3,641.00
$1.35 $18,738.00
$26,367.46 $26,367.46
48,746.46
Forty eight thousand seven hundred forty six forty six
INCLUDE THIS PAGE WITH BID
BID SCHEDULE B, FLATWORK AND FEATURES
ITEM
NO. ITEM DESCRIPTION UNIT OF MEASURE
APPROX
QTY
UNIT
COST
TOTAL
ITEM COST
B1 Concrete Flatwork SF 13,880
B2 Sub-grade Preparation SF 13,880
B3 Basketball Courts Striping LS 1
B4 Basketball Hoops, Backboards, Posts, and
Footings EA 4
TOTAL BID SCHEDULE B, FLATWORK AND FEATURES, BID ITEMS B1 THROUGH B4 INCLUSIVE:
$__________________________
Total Amount of BID SCHEDULE B, FLATWORK AND FEATURES (in words) is:
_________________________________________ Dollars and ____________________________ Cents.
In case of discrepancy between words and figures, the words shall prevail.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
$12.15
$1.45 $20,126.00
$5,124.40 $5,124.40
$7,585.71 $30,342.84
$168,642.00
224,235.24
Two hundred twenty four thousand two hundred thirty five twenty four
INCLUDE THIS PAGE WITH BID
BID SCHEDULE C, MISCELLANEOUS
ITEM
NO. ITEM DESCRIPTION UNIT OF MEASURE
APPROX
QTY
UNIT
COST
TOTAL
ITEM COST
C1 Mobilization/De-mobilization (NTE - 5%) LS 1
C2 Bonding (NTE - 3%) LS 1
TOTAL BID SCHEDULE C, MISCELLANEOUS, C1 THROUGH C2 INCLUSIVE: $____________________ Total Amount of BID SCHEDULE C, MISCELLANEOUS (in words) is:
_________________________________________ Dollars and ____________________________ Cents.
In case of discrepancy between words and figures, the words shall prevail.
Grand total of Bid Schedules A through C inclusive $__________________________________ Grand total amount of Bid Schedules A through C (in words) is:
_________________________________________ Dollars and ____________________________ Cents. *************
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
$4,943.00 $4,943.00
$7,324.00 $7,324.00
12,267.00
Twelve thousand two hundred sixty seven zero
seventy
285,248.70
Two hundred eighty five thousand two hundred forty eight
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Invitation for Bid (IFB) No. 202526-28, CDBG 8-20-MW-06-0053 Rotary Park Basketball Courts
Signature Page
If this bid proposal shall be accepted and the undersigned shall fail to contract, as aforesaid, and to give the two bonds in the sums to be 1etermined as aforesaid, with surety satisfactory to the Awarding Authority, with seven (7) days after tne award of the contract, the Awarding Authorities, at its option, may determine that the BIDDER has ab~ndoned the contract, and thereupon this bid proposal and the acceptance thereof shall be null an~ void, and the forfeiture of such security accompanying this bid proposal shall operate and the same shall be the property of the OWNER.
DATE
COMPANY NAME
STREET ADDRESS
CITY/STATE/ZIP
PHONE NUMBER
EMAIL
PERSON PREPARING BID
TITLE
SIGNATURE
CITY OF MADERA BUS. LIC. NO.
CA CONTRACTOR'S LIC. NO. & CLASS
DIR REGISTRATION NO. & WORK
CLASSIFICATION
Attest
(Seal if bid is by a corporation)
July 14, 2026
Harris Development Corp. dba HBC Enterprises
1840 Shaw Ave. Ste. 105-08
Clovis, CA 93611
559-575-3000
[email protected]
Dallanara Miguel
Office Ma~ ~
, #2020-0789
976218-A B C-8 c12 C13 c2z C29 C33 003 006 028 049 056 063 1000061989-Laborer, Cement Mason, Operator, Pipefitter
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Invitation far Bid /IFB) No. 202526-28, COBG 8-20-MW-06-0053 Rotary Park Basketball Courts
Subcontractor listing
The following named subcontractor~(s) will perform with labor, or otherwise render services to the general contract or in or about the construction of the work or improvement in an amount in excess of one-half of one percent of the t6tal BID presented herewith or, in the case of bids or offers for the construction of streets or highways,! including bridges, in excess of one-half of one percent of the prime Contractor's total BID. Use subcontractor's business name style as registered with the License Board.
Name, location, and description of work as REQUIRED by
Section 4104 of the California Public/Contract code.
Subcontractor: HBC Enterprises-JV
Business Address: 1840 ShJw Ave. Ste. 105-08 Clovis, CA 93611 CSLB No. & Classification: 1044524-A B. C12, C13, C27. C29. C33. D06. and D56 DIR No. & Classification: 1 . ..,.b"'o""'00,..,6,..2""'3""6'-'-1 ____________________ _ Item No. or Description of Wi rk: Rebar
Dollar Amount or PercentagelpfTotal Bid:
Subcontractor: T&T Pavement Markings and Products
Business Address: 3276 \/}J, Sussex way Fresno, CA 93722 CSLB No. & Classification: 687921 -C32
DIR No. & Classifi~at!on: +1 -'-- QQ-=0-'-0'-4'-6-=3'-3'-----8------------------- ltem No. or Description of Work: ..,B,.,:3-:.i.B,..,a..,,s,,.,ke .... t.... ba .... lL-'I C...,o....,u,ilrt.._s._.S ..... tu.ript,<Jiuog ____________ _ Dollar Amount or Percentage1
1ofTotal Bid:
Subcontractor: ESP Surveying, Inc.
Business Address: 5817 E Brown Aye Fresno CA 93727
CSLB No. & Classification: .._p_._L.,,.S....1.7...,0,.,6..1..l ....1.I.uca..,y'"'jswP'""a""y""js..__ _______________ _ DIR No. & Classification: 1.;,0..,,0=0""-00,,__,3"--'7...,.3""5 ___________________ _ Item No. or Description of W~rk: "' S""uNc.:.,:,cey.L!i'-"ng.._ ________ _________ _ Dollar Amount or Percentage of Total Bid:
Subcontractor: --------,---- ------ --------------- Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or PercentagelofTotal Bid:
Subcontractor:
--------,,,--- - - -------------------- Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentageiof Total Bid:
Duplicate this form as necessary.
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Invitation for Bid {IFB) No. 202526-28, CDBG 8-20-MW-06-0053 Rotary Park Basketball Courts
Page llo/36
Certification
The Bidder certifies under penalty of perjury under the laws of the State of California that his/her business or the corporation is not listed on the Comptroller General's list of ineligible bidders/contractors.
The above Certification is part oft e Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.
I
Bidders are cautioned that making false certification may subject the certifier to criminal prosecution.
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Invitation for Bid {IFB} No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Noncollusion Affidavit
(Title 23 United States Clode Section 112 and Public Contract Code Section 7106) To the CITY of MADERA,
In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, ~r 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 anyonk shall refrain 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 I 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 anJ 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.
I
I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
Title Office Mananger
Dated July 14, 202i
Bidders are cautioned that making alfalse certification may subject the certifier to criminal prosecution.
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Invitation for Bid {IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Public Contract Code
Public Contract Code Section 10285il Statement
I
In accordance with Public Contract fode Section 10285.1 (Chapter 376, Stats. 1985) the Bidder hereby declares under penalty of perjury under the laws of the State of California that the Bidder has_, has not ~ been convicted within th~ preceding three years of any offences referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any State or Federal antitrust law in connection Jith the bidding upon award of, or performance of, any public works contract, as defined in Public Contr~ct Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, includi~g the Regents of the University of California or the Trustees of the California State University. The terr "Bidder" is understood to include any partner, member, officer, director, responsible managing offi1:er, or responsible managing employee thereof, as referred to in Section 10285.1. I
Note. The Bidder must place a check mark after "has" or "has not" in one of the blank spaces provided above. The above Statement is part ~fthe bid proposal.
Public Contract Code Section 10162 Questionnaire
In accordance with the Public Contract Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire: Has tpe Bidder, any officer, or any employee of the Bidder who has a proprietary interest in the Bidder, e~er been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation.
Yes No___.L_
If the answer is Yes, explain the circumstances in the following space.
Public Contract Code 10232 Statement
In accordance with Public Contract sl ction 10232, the Bidder, hereby states under penalty of perjury, that no more than one final unappealab!e finding of contempt of court has been issued against the Bidder within the immediately preceding t JJo (2) year period because of the Bidder's failure to comply with an order of a federal court which orders the Contractor to comply with an order of National Labor Relations Board.
Note: The above Statement and Qj stionnaire are part of the bid proposal. Signing this bid proposal on the signature portion thereof shall al~o constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false Ce tification may subject the certifier to criminal prosecution.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Pork Basketball Courts
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Debarment and Suspension Certification
Title 49, Code of Federal Regulations, Part 29
The Bidder, under penalty of perj ry under the laws of the State of California, certifies that, except as noted below, he/she or any othe,r person associated therewith in the capacity of owner, partner, director, officer, manager:
•
•
•
•
is not currently ur der suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
has not been sus~ended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
does not have a proposed debarment pending; and
I
has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this o:ertification, insert the exceptions in the following space.
Exceptions will not necessarily res It in denial of award but will be considered in determining bidder responsibility. For any exception nJted above, indicate below to whom it applies, initiating agency, and dates of action.
The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of t~is Certification.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
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Invitation f or Bid {IFB} No. 202526-28, CDBG 8·20-MW-06-0053 Rotary Park Basketball Courts
California Air Resources Board (CARS) Off-Road Diesel Fleet Compliance (DOORS Certification) All contractors and subcontractors u~ilizing off-road diesel-fueled vehicles with 25 horsepower or greater, or most two-engine vehicles, on this public works project in California shall be in full compliance with the California Air Resources Board (CARB) In-Use Off-Road Diesel-Fueled Fleets Regulation (California Code of Regulations, Title 13, Section 2449 et seq.).
Effective January 1, 2024, prime conyactors and public works awarding bodies are required to obtain and retain a fleet's valid Certificate of Reported Compliance from CARB's Diesel Off-Road Online Reporting System (DOORS) prior to awarding o entering into a contract for work on public works projects involving the use of such vehicles.
Bidders shall provide a copy of thei firm's (and any proposed subcontractors') current and valid CARB "Certificate of Reported Complianc " for their off-road diesel fleet(s) with their bid proposal.
The City reserves the right to verify the authenticity and validity of all submitted Certificates of Reported Compliance through the CARB DOORS system at http://www.arb.ca.gov/doors/compliance certl .html or by contacting the CARB DOORS Hotli~e.
The awarded Contractor shall maintain continuous compliance with all CARB Off-Road Diesel-Fueled I Fleets Regulations throughout the duration of the contract and shall provide updated Certificates of Reported Compliance to the City t~roughout the project annually, or upon request, to demonstrate continued compliance.
Failure to provide a valid Certificate! of Reported Compliance, or to maintain ongoing compliance, may result in the rejection of the bid, termination of the contract, and/or other penalties as permitted by law.
Exemptions:
If a bidder believes their fleet or operations are exempt from these requirements under CARB regulations (e.g., emergency operations as definid in Title 13 California Code of Regulations Section 2449(c)(l8}), they must provide detailed documentati0n and justification for such exemption with their bid proposal for review and approval by the City.
The Bidder must place a check mar, after ''Yes", "No", or "N/A" in one of the boxes provided below.
DOORS certification included with bl ! ~~~ (n~ ~~ep:~:ble vehicles will be used for this project.
If the answer is Exempt, explain the ctircumstances in the following space.
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Invitation for Bid (JFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Equal , mployment Opportunity Certification
The bidder Harris Developmen~ Corp. dba HBC Enterprises I proposed subcontractor, hereby certifies that he has X has not , participated in a previous contract or subcontract subject to the equal op9ortunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliancr, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under t he applicable filling requirements.
Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1. 7{b) (1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts arid subcontracts, which are subject to the equal opportunity clause.
Contracts and subcontracts which a+ exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or sr contracts of $10,000 or under are exempt_) Currently, Standard Form 100 (EEd-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and L bcontractors who have participated in a previous contract or subcontract subject to the Executiv~ Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the awar~ of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.
The above Certification is part of ~he Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
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Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Federal Build America, Bu~I America Act (BABAA) Requirements for Federally Assisted Construction Projects
The Build America, Buy America
1 Act (BABAA) requires that no federal financial assistance for "infrastructure" projects is provided "unless all of the iron, steel, manufactured products, and construction materials used in the prhject are produced in the United States." Section 70914 of Public Law No. 117-58, §§ 70901-52.
The undersigned certifies that for the Rotary Park Basketball Courts (Project Name and Location) the iron, steel, manufactured products, and construction materials used in this contract are in full compliance with the BABAA requirements including:
1. All iron and steel used in the project are produced in the United States. This means all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States.
2. All manufactured prodJ ts purchased with FEMA financial assistance must be produced in the United States. For 9 manufactured product to be considered produced in the United States, the cost of the components of the manufactured product that are mined, produced, or manufactured in the y,nited States is greater than 55% of the total cost of all components of the manufactured procluct, unless another standard for determining the minimum amount of domestic content oft e manufactured product has been established under applicable law or regulation.
3. All construction materials are manufactured in t he United States. This means that all manufacturing processes forthe construction material occurred in the United States. "The, __ [Contractor or Subcontractor] _ , certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, the [Contractor or Subcontractor] understands and agrees that the pf ovisions of 31 U.S.C. Chap. 38, Administrative Remedies for False Claims and Statements, apply to thislcertification and disclosure, if any." The above Certification is art of the bid proposal. Signing this bid proposal on the signature page thereof shall also constitute signature of this Certificate.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
Invitation for Bid {IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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1 2
3 4
Disclosure of Conflict-of-Interest
Are you currently in litigatioh with the City of Madera or any of its agents?
Do you represent any firm, ©rganization or person who is in litigation with the City of Madera? I
Do you currently represent or perform work for any clients who do business with the City of M~dera?
Are you or any of your principals, managers or professionals, owners or investors in a business whic~ does business with the City of Madera, or in a business which is in litigation with the City of Madera? 5 Are you or any of your princ'pals, managers, or professionals, related by blood or marriage to any Cify of Madera employee who has any significant role in the subjec~ matter of this service? 6 Do you or any of your subcdntractors have, or expect to have, any interest, direct or indirect, i~ any other contract in connection with this Project?
* If the answer to any question is yes, please explain in full below.
Explanation: ____ ________ _
Dallanara Miguel
(name)
YES*
□
□
□
□
□
1840 Shaw Ave. Ste. 105-08
(address)
Clovis CA 93611
(city state zip)
□ Additional page(s) attached.
NO
1K]
X
1K]
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Bid Bond
Invitation for Bid {IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Harris Development Corp OBA HBC Enterprises KNOWN ALL MEN BY THESE PRESENT, that we, the undersigned, _____________ _ --------------- as Principal, and United Fire & Casualty Company as Surety, are hereby held and firmly bound unto City of Madera as Owner in the penal sum of _10_%_o_f t_h_e_b_id_am_o_u_nt ____ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns.
Signed, this~ day of ___ Ju_l_v _____ __, 2026. The condition of the above obligation is such that whereas the Principal has submitted to _ c_ity_ o_f_M_a_d_e_r_a _______ a certain bid, attached (a} If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid.
Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates, and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension.
IN WITNESS WHEREOF, the Principal and the Surety have here to set their hands and seals, and such of them as are corporations have caused their corporate seals be ffixed and these presents to be signed by their proper officers, the day and year first set fo Harris Development Corp
_D_B_A_H_B_C_E_n_te_r~p_ri_se_s ______ (LS.)
Principal
United Fire & Casualty Company
Surety
By
(Seal
: l.£L
and Notarial Acknowledge
jJ, ~ of Surety}
Angelina B Alvarez Attorney In Fact
UNITED FIRE & CASUALTY COMP ANY, CEDAR RAPIDS, IA
UNITED FIRE & INDEMNITY COMPANY, WTBSTER, TX
FINANCIAL P~CIFIC INSURANCE COMPANY, LOS ANGELES, CA
CERTIFIED COPY OF POWER OF ATTORNEY
(original on file at Home Office of Company - See Certification) Inquiries: Surety Department
118 Second Ave SE
Cedar Rapids, IA 52401
KNOW ALL PERSONS BY lHESE PRESENTS, That United Fire & Casualty Company, a corporation duly organized and existing under the laws of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the laws of the State of Texas; and Financial Pacific Insurance Company, a corporation duly organized and existing under the laws of the State of California (herein collectively called the Companies), and having their corporate headquarters in Cedar Rapids, State of Iowa, does make, constitute and appoint JENNIFER WHEELER, LORI L. ENDSLEY, RONALD D. OSBORN , ANGELINA B. ALVAREZ, SHELLY RECEK, KEVIN FROST,
NANCY LYNN STERN, EACH INDIVIDUALLY
their true and lawful Attorney(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $ 1 O, 000, 000. 00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney, pursuant to the authority hereby given and hereby ratified and confirmed.
The Authority hereby granted shall expire the 19th day of August, 2027 un 1 ess sooner revoked by United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company.
This Power of Attorney is made and executed pursuan,t to and by authority of the following bylaw duly adopted by the Boards of Directors of United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. "A11ide VI - Surety Bonds and Undertakings"
Section 2, Appointment of Attorney-in-Fact. "The President or any Vice President, or any other officer of the Companies may, from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Companies in the execution of policies of insurance, bonds, undertakings and other obligatory instruments oflike nanire.
The signature of any officer authorized hereby, and the ColJ)Orate seal, may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signarure and seal, when so used, being adopted by the Companies as the original signature of such officer and the original seal of the Companies, to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys-in-fact, subject to the limitations set of forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal the Companies thereto. The President or any Vice President, the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney-in-fact.
State of Iowa, County of Linn, ss:
IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be signed by its vice president and its corporate seal to be hereto affixed this 19th day of August, 2025 UNITED FIRE & CASUALTY COMPAI\Y
UNITED FIRE & INDEMNITY COMPANY
FINANCIAL PACIFIC INSURANCE COMPANY
By: §H--./(½e President
On 19th day of August, 2025, before me personally came Kyanna M. Saylor to me known. who being by me duly sworn. did depose and say; that she resides m Cedar Rapids. State of Iowa; that she is a Vice President of United Fire & Casualty Company, a Vice President of United Fire & Indemnity Company, aud a Vice President of Financial Pacific Insurance Company the corporations described in and which executed the abov~ instrument; that she knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that she signed her name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations.
Judith A. Jones
Iowa Notarial Seal
Commission number 173041
My Commission Expires 04/23/2027-i; ~ f... ~otary Public 0 My commission expires: 04/23/2027 I, Mary A. Bensch, Assistant Secretary of United Fire & Casualty Company and Assistant Secretary of United Fire & Indemnity Company, and Assistant Secretary of Financial Pacific Insurance Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney, with the ORJGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect.
In testimony whereof! have hereunto subsc~oed my name and affixed the corporate seal of the said Corporations this 7th day of Jul , 201..§__.
BPOA0045 122017
By:~A~
Assistant Secretary,
UF&C & UF&I & FPIC
CALIFORNIA IACKNOWLEDGMENT CIVIL CODE § 1189
A notary public or other officer completing t )s certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and no I the truthfulness, accuracy, or validity of that document.
I
::~~t:f
0 ~a-1-if-l-or...,:n_ie__,,,,_n-=---b _____ ---+-___ }
On - ~_\.A. _ \__,~_1.L..f-(--"1»'--W-"-=-- b fore me, r)\1.L42..Q.,--\:1!) ~v\( n Q.,W'. No.\-v.M rl,LbLi v . Date I Here Insert Name and Title o~fficer personally appeared ------+_._..:.,___;_4l....::...J,..!.l i ---=..:.. IA.:..._-"'<----'L...J.."-"-'(JJ=-~""1..,.-=----------- who proved to me on the basis of satis Fctory evidence to?~ the person(s) whose name(s)~re subscribed to the within instrument and acknowle to me that he/91:le/they executed the same in his&/their authorized capacity(ies), and that by hi heir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) act 6, executed the instrument.
Place Notary Seal and/or Stamp Above
I certify under PENAL TY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
Signature _£ ___ ~_~-=------- ---
Signature of Notary Public
I OPTIONAL
Completing this information con deter alteration of the document or fraudulent reattachment of this form to an unintended document.
Description of Attached Docu~d I ~ 111 __ _ \
Title or Type of Document: ~, nf\1 v,
Document Date: O\A.~~ 1 < j_,A)~ Number of Pages: '2.,.-- Signer(s) Other Than Named Above~
Capacity(ies) Claimed ,by Signer(~I
Signer's Name: ~t\~r'v\ t'2i , \Vf>..X-:f,1...-- Signer's Name:
o Corporate Officer - Title(s): I o Corporate Officer - Title(s):
o Partner - o Limited o General I o Partner - o Limited o General o Individual t Attorney n Fact D Individual o Attorney in Fact o Trustee o Guardian ;r Conservator o Trustee o Guardian or Conservator D Other: I D Other:
Signer is Representing: I Signer is Representing: Ii
© 2019 National Notary Association
I
Invitation for Bid {IFB} No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 2 of 62
EXHIBIT A
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 DEBARMENT AND SUSPENSION
CERTIFICATION
Dallanara Miguel Harris Development Corp. dba HBC Enterprises The bidder_, proposed subcontractor__, under penalty of perjury, certifies that, except as noted below, he/she or any per~
1 on associated there within the capacity of owner, partner, director, officer, manager:
is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; I
has not been suspended, debarred, voluntarily excluded, or determined ineligible by any federal agency within the past 3 years, I
does not have a proposed debarment pending; and
has not been indicted, convictedj or had a civil judgement rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I
If there are any exceptions to this ertification, insert the exceptions in the following space:
(X) No Exceptions
Exceptions will not necessarily result in denial of award but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action:
NOTE: Providing false information may result in criminal prosecution or administrative sanctions.
The above certification is part of the Proposal. Signing the Proposal on the signature portion thereof shall also constitute signat
1 ure of this Certification.
By my signature on this proposal, I certify, under penalty of perjury under the laws of the State of California and the United States1 of America, that the Title 23 United States Code, Section 112 Non-Collusion Affidavit and the Tjtle 49 Code of Federal Regulations, Part 29 Debarment and Suspension Certification are true and correct.
Harris D~velopment Corp. dba HBC Enterprises
Date:
July 14, 2026
I
NOTE: Shall be submitted with bi by contractor and subcontractors Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 3 of 62
EXHIBIT B
CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR
SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF
REQUIRED REPORTS
I Hams Development Corp. dba HBC Enterplises
The bidder Dallanara Miguel proposed subcontractor _____ _, hereby certifies that he has L has not_, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by fxecutive Orders 10925, 11114, or 11246, and that he has..L, has not _, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal G+ ernment contracting or administering agency, or the former President's Committee or Equal E ployment Opportunity, all reports due under the applicable filing requirements.
Harris Development Corp. dba HBC Enterprises
Date: ,luly 14 2028 (Title)
NOTE: The above certification is ,~quired by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 69"1.7(b)(l)) and must be submitted by bidders and proposed subcontractor only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-!l..5. (Generally only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1. 7 (b)(l) prevents t~e award of contracts and subcontracts unless such contractor submits a report covering the deli7quent period or such other period specified by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.
Invitation for Bid {IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Pork Basketball Courts
Attachment A, CDBG Exhibits, Page 4 of 62
EXHIBIT C
CERTIFICATION-MINORITY CONTRACTORS
HUD, Comm. Dev.
LWCF, 1974 STATE BOND ACT
NOTE: The bidder shall check Bo , A or Box B. If the bidder does not check a box it will be deemed that he has checked Box A.
The Bidder certifies that:
A.
B.
□
IXI
I do not intend to subcontract any work on this project.
I do intend to sub+ ntract portions of the work on this project.
In accordance with the provisions of "Participation by Minority Business Enterprises in Sub~ontracting," (page MBE-1) of the special provisions, I have taken affirmative action to seek out and consider minority business enterprises for the portions oi the work which are intended to be subcontracted and that such affirmative actions are fully documented in my records and are available upon request. In
1 1
addition, I will take such affirmative action on any future subcontracting for the life of this contract.
I
The above certification is required by Executive Order 11625 rp. dba HBC Enterprises
TITLE:
Office Mananger
NOTE: SHALL BE SUBMITTED Wl1H BID
invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 5 of 62
PARTICIPATlf N BY MINORITY BUSINESS ENTERPRISES
IN SUBCONTRACTING (EXECUTIVE ORDER 1162S)
1. A bidder who intends to su~contract a portion of the work shall certify that affirmative action has been taken to seek out and consider minority business enterprises as potential subcontractors.
2. Affirmative action shall onsist of seeking out minority business enterprises that are potential subcontractors and ac~ively soliciting their interest, capability and actively soliciting their interest, capability, and prices; and documenting such action.
3. A "Minority business enterprise" shall mean a business of which at least fifty (SO) percent is owned by minority g1oup members, or in the case of publicly owned by minority group members. "Minority group members" are defined as American Negroes, Spanishspeaking American persons, AJnerican Asians, American Indians, American Eskimos, and American Aleuts.
4. A form has been include~ in the Proposal Section, to be completed by the bidder which will satisfy the certification requirements for affirmative action at the time of submitting the bid.
5. Should the bidder fail to submit this certification or submit a false certification, the bid will be rendered non-responsive~
6. Should the Contractor re
1 quest permission to subcontract a portion of the work at any time during the life of the contract after the bid submittal, certification of affirmative action, as provided in paragraph (b) shall be furnished, if it has not been done so during the bidding stage. Forms for this certificatit n will be available from the STREETS AND STORM DRAIN OPERATIONS MANAGER.
7. The Contractor shall designate and make known to the STREETS AND STORM DRAIN OPERATIONS MANAGER a liaiJon office to administer the contract's m ino rity b usiness enterprise program.
8. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the provisions of this Section, the I Owner shall impose such contract sanctions as it or the Department of Housing and Urban Development may determine to be appropriate, including, but limited to: I
a) Withholding of payments to the Contractor under the contract until the Contractor complies, and/or
b) Cancellation, terllilination, or suspension of the contract, in whole or in part.
Invitation f or Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 6 of 62
EXHIBIT D
ETHNICITY INFORMATION
This project is funded in whole or inlpart by funds administered by the U.S. Department of Housing and Urban Development (HUD). Federal regulations require all agencies utilizing HUD funds to collect ethnicity information on all ~idders of HUD funded projects. Please provide the requested ethnicity information in the space provided below. This information will not be used in determining the lowest responsiJe bidder for the project. However, failure to provide the requested information could result in the bid being deemed "non responsive".
The entity, Harris Development \corp. dba HBC Enterprises submitting a bid for {Corhpany Name)
_R_o_t_a__.ry ___ P_ar_k_B_a_s_k_e_tb_a_l_l C_o_urt_s....,., .... C_D_B_G_-_20_-_M_W_-0_6_-_0_0_5_3 _______ project is a: I, {ProJect Name)
CHECK ALL THAT APPLY:
X
Women's Business Enterprise (WBE)
I
Minority Business Enterprise (MBE)
Black African Racial Gr ups (Not of Hispanic Origin)
Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race) Asian and Pacific Island (all persons having origins in any or the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands) American Indian or Alaskan native (all persons having origins in any of the original peoples of North Amefican and maintaining identifiable tribal affiliation through membership and participation or community identification) None of the above
Invitation for Bid (IFB) No. 202526-28, CDBG 8-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 7 of 62
EXHIBIT E
STATi MENT OF WORK FORCE NEEDS
X Preliminary (Anticipated) (See following for instructions) ° Final (Completion) j
PROJECT: Rotary Park Basketb, 11 Courts, CDBG-20-MW-06-0053 tTHIS PR9JECT !AGGREGATE WORK FORCE
1. Company 2. Trade/ 3. No. of! ~-No.of 5. % of Lower 6. Total 7. Total No. of Classificat Employe,es Lower Income Income Lower Employees ion Residents Residents Income
Residents
C
Ao 11
Tr
C 11
Ap II
Tr I
C I
Ap I
Tr II
C
Ao
Tr II
C I
AP I
Tr
C 11
Ao
ifr I
I
II
hft--,,£..4,~4-~~5.4,.~'f-l -+.,4,,1~ -----DATE: July 14, 2026 -..i::..:.::;_ ____ .:::___......,_ ___ n_a_n.:.ge_r _____ Page._0i-1 __ of 01 NOTE: Form marked preliminary shall be submitted with bid Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 8 of 62
INSTRUCTIONS FOR STATEMENT OF WORK FORCE NEEDS
This form must be completed and submitted by the Bidder prior to award of the Contract. Award may be expedited if the form is su] mitted with the Bid. Failure to submit the form prior to award will result in rejection of the bid.
The form will also be submitted b j the Prime Contractor upon completion of the project.
When submitting with bid or prior to award, enter anticipated work force needs. When submitting at project completion, enter actual work force used.
I
Any bidder of prime contractor of
1. Company's Name subcontractor who has a federally
involved contract or sub-contract, or who
I is the successful bidder on same.
2. Trade Only those crafts covered under
laoplicable Federal bid conditions.
I
rThe level of accomplishment or status of
3. Classification ~he worker in the trade. {C = Craftworker Qualified, Ap = Apprentice, Tr= Trainee)
4. Number of Employees II rThe total number of employees in each classification.
5. Number of Lower Income Residents* The total number of lower income 11 residents employed in each classification.
II
The percentage of total lower income
6. Percent of Lower lncomjtesidents residents of all employees {column 4 divided by column 3)
7. I Total Number of Lower lracome Number of lower income residents Residents working n company's aggregate work
II orce.
~- I Total Number of Employees Number of all employees working in 11 ~ompanv's aggregate work force.
* For purposes of this Section 3 coi"ered project, "lower income residents" means any individual who resides within the area of a S~ction 3 covered project, and whose family income does not exceed that shown in the table below:
PROJECT AREA NUMBER OFI PERSONS IN FAMILY
MADERA COUNTY
1 2 3 4 s 6 7 B
80%of $54,400 $62,200 $59,950 $77,700 $83,950 $90,150 $96,350 $102,6 Median Income = )0
(Note: Income limits are subject to change annually. These limits are as of June 1, 2026.
Invitation for Bid (JFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Pork Basketball Courts
Attachment A, CDBG Exhibits, Page 61 of 62
EXHIBITO
CONTRACTOR'S SUBCONTRACT9R'S CERTIFICATION CONCERNING STATE LABOR STANDARDS
I AND PREVAILING WAGES
All contractors and subcontracto s shall give the following certification to the grantee and forward this certification to the grantee within ten (10) days after execution of any contract or subcontract.
A. I am aware of the provisions of Section 1720 et seq. of the California labor code which requires that the State pr~vailing wage rate shall be paid to employees where this rate exceeds the federal wage rate.
B.
C.
I am aware of the provi ions of Section 3700 of the labor code which require every employer to be insured against liability for workers' compensation or to undertake selfinsurance in accordance tvith the provisions of the Code, and I will comply with such provisions before comm 1ncing the performance of the work of this contract.
It is further agreed that, except as may be provided in Section 1815 of the California labor code, the maximum hours a worker is to be employed is limited to eight hours a day and 40 hours a week and the subcontractor shall forfeit, as a penalty, $25 for each worker employed in the executifn of the subcontract for each calendar day during which a worker is required or permitted to labor more than eight hours in any calendar day or more than 40 hours in anV calendar week.
Harris Development Col . dba HBC Enterprises
(Contractor/Subcontractor)
B4fb~&'f
Dallanara Miguel/Office Mananger
(Typed Name and Title)
July 14, 2026
(Date)
EXHIBIT P
GUARANTY
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 62 of 62
(This guaranty shall be executed
I
by the successful bidder in accordance with instructions in the Special Provisions. The bidder may execute the guaranty on this page at the time of submitting his bid).
To the Owner: CITY OF MADERA
Project: Rotary Park Basketball Courts, CDBG-20-MW-06-0053 The undersigned guarantees th construction and installation of the following work included in this project:
Should any of the materials or eL ipment prove defective or should the work as a whole prove defective, due to faulty workma~ship, material furnished or methods of installation, or should the work or any part thereof fail to operate properly as originally intended and in accordance with the plans and specifications~ due to any of the above causes, all within twelve ( 12) months after date on which this contrah is accepted by the Owner, the undersigned agrees to reimburse the Owner, upon de~and, for its expenses incurred in restoring said work to the condition contemplated in said project, including the cost of any such equipment or materials replaced and the cost of removing and replacing any other work necessary to make such replacement or repairs, or, upof demand by the Owner, to replace any such material and to repair said work completely without cost to the Owner so that said work will function successfully as originally contemplated.
The Owner shall have the unqualified option to make any needed replacement or repairs itself or to have such replacements or repairs done by the undersigned. In the event the Owner elects to have said work performed by the undersigned, the undersigned agrees that the repairs shall be made and suchl materials as are necessary shall be furnished and installed within a reasonable time after tHe receipt of demand from the Owner. If the undersigned shall fail or refuse to comply with his bbligations under this guaranty, the Owner shall be entitled to all costs and expenses, includink attorney's fees, reasonably incurred by reason of the said failure or refusal.
Harris Development Corp. dba HBC Enterprises
Date .July 14 2026
ADDENDUM NO.1
July 1, 2026
RE: IFB 202526-28, Rotary Park br,1sketball Courts, CDBG B-20-MW-06-0053 The foregoing documents are aj ended in the respects as herein set forth. This addendum and the amendments herein shall beJome part of said documents and of any contract entered into pursuant to said documents. I
1. Deadline for Bidder Quesr ons - CHANGED
The deadline for Bidder Questions has been changed to 5:00pm on July 7, 2026
2. Bid Due Date - CHANGED
The Bid due date has been changed to 2:00pm on July 14, 2026 Issued by:
ennifer Stickman
Procureme t Services Manager
To verify receipt of this Addendum No. 1, please email this sheet to Jennifer Stickman at [email protected] before bid due date. A copy of this signed sheet must also be included with your bid proposal submittal~
Company: Harris Devel~pment Corp. dba HBC Enterprises
Signature:
Acknowledged by:~
_/~4-tat."'-
~in..,a .... o.... a.... ca ......... M .... ig ... , .... ,e ... l---------------------- ~
City of Mad ra Purchasing, 205 West 4th Street, Madera, CA 93637 Pho~e: (559) 661-5463 • Website: www.madera.gov
Dallanara Miguel <[email protected]>
- r
Signed Addendum 01-Rotary Park Basketball Courts, CDBG
B-20-MW-06-0053
1 message
Dallanara Miguel <dallanara@ dc-hbc.com>
To: [email protected]
Good morning,
Tue, Jul 14, 2026 at 5:19 AM
Please see the attached Signe Addendum 01 for the above mentioned project.
Thank you!
Dallanara Miguel
Office Manager
HBC Enterprises
(P) 559-575-3000
(F) 559-775-5194
... ~ Signed Addendum-01.pdf
640K
/FB 202526-28, Rotary Park basketball Courts, CDBG B-20-MW-06-0053 Addendum No. 2, 07/09/2026
lo/2
ADDENDUM NO. 2
July 9, 2026
RE: IFB 202526-28, Rotary Park b~sketball Courts, CDBG B-20-MW-06-0053 The foregoing documents are amf nded in the respects as herein set forth. This addendum and the amendments herein shall bealome part of said documents and of any contract entered into pursuant to said documents.
Bid Due Date: 2:00pm on July 14'1 2026
Attach ments are as follows:
No. Attachments Number of
Pages
1 Q&A Received through 5:00pm, July 7, 2026 1
Issued by:
nnifer Stickman
Procurement Services Manager
I To verify receipt of this Addendum No. 2, please email this sheet to Jennifer Stickman at [email protected] before bi6 due date. A copy of this signed sheet must also be included with your bid proposal submitta .
Company:
Signature:
Acknowledged by:
Harris Devel9pment Corp. dba HBC Enterprises
City of Madera Purchasing, 205 West 4th Street, Madera, CA 93637 Pho~e: {559) 661-5463 • Website: ww w.madera.gov
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~- -.- . j ~- ·:>~·~; ~~·-'·::, :' \ ;- ¥'" -~~. -,, _ :- ,,_ ~,----·~ ... ~/ f ,~~ --,,1_ :' .- ~ ~ -,;,,: ;· ... . ,,~-s ;· ... ~-- r <,. ,.. • I ... :-:, --t·-, ~ -.,. ·" -t' ~v•-..;::_.c, ·' _ , .., -7', ~-• ,~, -"'I ... r ,~, • ·) . ..t-: \~' . ... :'c \~: : :.') .....(r; ~ '-"· , '~--~• 1,,, .. • r. . . :J . J - , ·, , - • J • • J ·- • • , - •• -- J ~· - ) • . :;. - .• :ti :
California Environmental Protection Agency
Air Resources Board
January 1, 2026
CERTIFICATE OF REPORTED COMPLIANCE
OFF-ROAD DIESEL VEHICLE REGULATION
is issued to
HARRIS DEVELOPMENT CORP.
This certificate indicates that the fleet listed above has reported off-road diesel vehicles to the California Air Resources Board and has certified they are in compliance with title 13 CCR, section 2449. All applicable vehicles owned by the individual, company, or agency must be reported and labeled, as specified in Section 2449, with all possible completeness, else this certificate is null and void. Certificate expires 2/28/2027 ~fJ~Jt,
Michelle Buffington
Chief, Mobile Source Control Division
California Air Resources Board
Off-road Diesel Fleet Identification
251600
To verify the authenticity of this certificate. enter this number at http://www.arb.ca.gov/doors/compliance _ ce,
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotory Park Basketball Courts
Attachment A, CDBG Exhibits, Page 3 of 62
EXHIBIT B
CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT Td THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF
REQUIRED REPORTS
The bidder Dallanara Miguel , \proposed subcontractoflBC Enterprises-J\hereby certifies that he has .0_, has not_, participated in a previous contract or subcontract subject to the equal opportunity clause, as required bylExecutive Orders 10925, 11114, or 11246, and that he has...x_, has not _, filed with the Joint I Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee or Equal E/nployment Opportunity, all reports due under the applicable filing requirements.
Date: July 14 2026
NOTE: The above certification is r quired by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 6Q-1.7(b)(l)) and must be submitted by bidders and proposed subcontractor only in connection With contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60~
1 1.S. (Generally only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and sLbcontractors who have participated in a previous contract or subcontract subject to the Executiwe Orders and have not filed the required reports should note that 41 CFR 60-1. 7 (b)(l) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delihquent period or such other period specified by the Director, Office of Federal Contract Compliqnce, U. S. Department of Labor.
Invitation for Bid /IFB} No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Baskecba/1 Caurcs
Attachment A, CDBG Exhibits, Page 2 of 62
EXHIBIT A
TITLE 49, CODE OF FEDERALI EGULATIONS, PART 29 DEBARMENT AND SUSPENSION
CERTIFICATION
DaJlanara Miguel HBC Enterprises-JV
The bidder_, proposed subcont actor_, under penalty of perjury, certifies that, except as noted below, he/she or any per on associated there within the capacity of owner, partner, director, officer, manager: I
is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; !
has not been suspended, debarred, voluntarily excluded, or determined ineligible by any federal agency within the past 3 years, I
does not have a proposed debarment pending; and
has not been indicted, convicted or had a civil judgement rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. I
If there are any exceptions to this certification, insert the exceptions in the following space:
()() No Exceptions
Exceptions will not necessarily result in denial of award but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action: I
NOTE: Providing false information may result in criminal prosecution or administrative sanctions.
The above certification is part of 1
the Proposal. Signing the Proposal on the signature portion thereof shall also constitute signatme of this Certification.
By my signature on this proposal, I certify, under penalty of perjury under the laws of the State of California and the United States of America, that the Title 23 United States Code, Section 112 Non-Collusion Affidavit and the Tltle 49 Code of Federal Regulations, Part 29 Debarment and Suspension Certification are true and correct.
Bidder uhc tractor: HBC E ti . JV n erpnsesBy: ---+-I --=--------------=-o-at_e_: -J-u-ly_1_4_, -2-02_6_ NOTE: Shall be submitted with bid by contractor and subcontractors
INCLUDE THIS PAGE WITH BID
:nvitation far Bid {IFB/ No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Equal Employment Opportunity Certification
I
The bidder HBC Enterprises-J"<
proposed subcontractor, hereby certifies that he hasX, has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, h~ has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on E~ual Employment Opportunity, all reports due under the applicable filling requirements. I
Note: The above certification is re~uired by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1. 7(b) (1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts a?d subcontracts, which are subject to the equal opportunity clause.
Contracts and subcontracts which arie exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EE0-1) is the only report required by the Executive Orders or their implementing regulations. I
Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the awafid of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Or ce of Federal Contract Compliance, U.S. Department of Labor.
The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signatu~e of this Certification.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
INCLUDE THIS PAGE WITH BID
Invitation for Bid {IFB) No. 202526-28, COBG 8-20-MW-06-0053 Rotary Park Basketball Courts
California Air Resources Board (CARB) Off-Road Diesel Fleet Compliance (DOORS Certification) All contractors and subcontractors utilizing off-road diesel-fueled vehicles with 25 horsepower or greater, or most two-engine vehicles, on this\public works project in California shall be in full compliance with the California Air Resources Board (CARB} In-Use Off-Road Diesel-Fueled Fleets Regulation (California Code of Regulations, Title 13, Section 2449 ef seq.).
Effective January 1, 2024, prime contractors and public works awarding bodies are required to obtain and retain a fleet's valid Certificate of Rborted Compliance from CARB's Diesel Off-Road Online Reporting System (DOORS) prior to awarding o entering into a contract for work on public works projects involving the use of such vehicles.
Bidders shall provide a copy of thei firm's (and any proposed subcontractors') current and valid CARS "Certificate of Reported CompliancJ" for their off-road diesel fleet(s) with their bid proposal.
I
The City reserves the right to verify the authenticity and validity of all submitted Certificates of Reported I Compliance through the CARB DOORS system at http://www.arb.ca.gov/doors/compliance certl.html or by contacting the CARB DOORS Hotline.
The awarded Contractor shall mai1tain continuous compliance with all CARB Off-Road Diesel-Fueled Fleets Regulations throughout the 9uration of the contract and shall provide updated Certificates of Reported Compliance to the City throughout the project annually, or upon request, to demonstrate continued compliance.
Failure to provide a valid Certificate of Reported Compliance, or to maintain ongoing compliance, may result in the rejection of the bid, termination of the contract, and/or other penalties as permitted by law.
Exemptions: I
If a bidder believes their fleet or opetations are exempt from these requirements under CARB regulations (e.g., emergency operations as definJd in Title 13 California Code of Regulations Section 2449(c)(18)), they must provide detailed documentatibn and justification for such exemption with their bid proposal for review and approval by the City.
The Bidder must place a check marj after "Yes", "No", or "N/A" in one of the boxes provided below.
DOORS ce,t;fkaboo ;ncluded w;th + o Yes ~ Exempt
o N/A (no applicable vehicles will be used for this project.
If the answer is Exempt, explain the ircumstances in the following space.
Please see the attached.
March 5;2025
To Whom It May Concern:
1840 s1 Ave. 10&-08
Clovis, CA 93611
559-575-BOOO office
559-775-~194 fax
CSLB~ l ~524
HBC Enterprises-N does not currently o erate any diesel vehicles ( on either an Interstate or Intrastate basis) with a gross vehicle weight rating over ·14,000 pounds. The GVWR of our Light-Duty diesel vehicles negates the requirement to participate in C.A.R.Bjcompliance programs at this time. Our customers will be notified in advance of such a time we plan to incorpqrate Heavy-Duty diesel vehicles into our fleet and be provided all necessary compliance documentation onc1 it becomes available.
Please reach out to our office with any questions or concerns. ..._ you, ~
~A
a Miguel
Manager
From: Compliance News
http://www.compliancenews.com
[email protected]
Tel: (800) 599-6996 Fax: (800) 200-4334
To: Harris Development Corp. dba HBC Enterprises
I 840 Shaw Ave. Ste. I 05-08
Clovis, CA 93611
Phone: 559-575-3000
Fax: 559-775-5194
RECEIPT FOR ORDER #19916
I . Pubhshed on 07-02-2026 at 11 :42 AM PDT
PL ject Name: Rotary Park Basketball Courts
Contract/Bid #: 11'B No. 202526-28, CDBG B-20-:\1W-06-005 Awarding Agency: City of Madera
Total Amount PAID: $30.00
A. Proofs of Good Faith Effort Bid Notice Advertisements Publication: Compliance News Trade .Journal
Published On: 07-02-2026 @ 11 :42 AM PDT
Expires On: 07-14-2026@02:00 PM PDT
Published At: https://www.compliancenews.com/trade-joumal-derail 1/12753
TRADE JOURNAL
Harris De, clopmcnt Corp. dba IIBC Enterprises
is seeking certified and qualified HUD Section 3 subcontractors and/or sJppliers to provide Site safety. temp fence. concrete supply. concrete placement, rebar. reinforcement supply and placementt excavation, grading demo, miscellaneous landscape, and irrig1tion repairs. site fumishings. coatings and striping.
PROJECT NAME:
Rotary Park Basketball Courts I
CONTRACT#:
!FB No. 202526-28, CDBG B-20- 1"-06-005
AWARDING AGENCY:
City of Madera
PRO.JECT LOCATION:
930 North Gateway Drive, Madera CA, 93637
DUE DATE:
07-14-2026 at 02:00 PM
PROJECT DETAILS:
OUTREACH COORDINATOR:
Rob Harris
TELEPHONE:
559-575-3000
FAX:
559-775-5194
ADDRESS:
1840 Shaw Ave. Ste. 105-08, Clovis, CA, 93611
EMAIL:
[email protected]
All qualified bidders will receive consideration without regard to race, co or, religion, sex or national origin. Bid documents may be downloaded at no charge from the City of Madera Planet Bids Vendor Portal, website:httos://pbsystem.planetbids.com/portal/540 ! 6/norkl-home.Central California Builders Exchange, website: http://cencalbx.com/ Bid documents are also available at Local Building Exchanges. They can also be reviewed at our office located, 2743 E. Shaw Ave. Ste. I 03 Fresno. CA 93710, by appoinrment only. Harris Development Corp. dba HBC Enterprises is requesting reasonable time prior to the bid dated. in order to fully evaluate quote. Subcontractors must possess a valid California Contractor's license, DJR Registration Number, and current insurance. Subcontractor's will be required to sign a standard subcontract agreement. This is a prevailing wage project and DBE project. Please contact our office if you are interested in this project.
HBC will work cooperatively with all qualified firms seeking to work on this project. All quotes must include a DIR number. Harris Development Corp. dba HBC Enterprises can bre-•k each i1em into smaller more feasible parts to manage if needed.
The Harris Dcvelopntem Corp. db.a HBC Enicrprisc-s Good faith Effon ad\'ct1iscmcnt has i ccn published in both the Compliance News lntcrnct imd H.trd-C'opy p1.tblications {locmcd onlinc ut: http:/rnww.compliam;,cncws..com). The undersigned declares: Ia.mover the age of \& years and a citizen of the United Sut~ of America. I run r e principal publisher of the Comp!i.irm: News Trade and t•ocu.,; Journal m the United St,ttcs of Amcncu. The notice a true copy of which 1s tt:tachcd wits published on 07-02-2026 at l 1 :42 AM PDT. l dccfarc under pcnalt)" of perjury that the foregoing. is r.ruJ:" and correct.
J.l-t Sprague
Copyright 2026 Compliance News: Ll,.C United States Trademark Serial Number 9868854:5 Publication: Compliance News Focus Journal
Published On: 07-02-2026 @ 11 :42 AM PDT
Expires On: 07-14-2026 @ 02:00 PM PDT
Published At: https://w\\w.compliancenews.com/focus-joumal/12753
FOCUS JOURNAL
is seeking certified and qualified HUD Section 3 subcontractors and/or suppliers to provide Site safety, temp fence, concrete supply, concrete placement, rebar, reinforcement supply and placement, excavation, b'l'ading demo, miscellaneous landscape, and irrig ! tion repairs, site furnishings, coatings and striping.
PROJECT NAME:
Rotary Park Basketball Courts
CONTRACT#:
fFB No. 202526-28, CDBG B-20-MW-06-005
AWARDING AGENCY:
City of Madera
PROJECT LOCATION:
930 North Gateway Drive. Madera, CA. 93637
DUE DATE:
07-14-2026 at 02:00 PM
PROJECT DETAILS:
OUTREACH COORDINATOR:
Rob Hanis
TELEPHONE:
559-575-3000
FAX:
559-775-5194
ADDRESS:
1840 Shaw Ave. Ste. 105-08, Clovis, CA, 93611
EMAJL:
[email protected]
All qualified bidders will receive consideration without regard to race, co or, religion, sex or national origin. Bid documents may be downloaded at no charge from the City of Madera Planet Bids Vendor Portal, website:ht s:/1 bs stem. Ian 1/ a / 40 6 al-home Central California Builders Exchange, website: hnp://cencalbx.com/ Bid documents are also available at Local Building Exchanges. They can also be reviewed at our office located, 2743 E. Shaw Ave. Ste. 103 Fresno, CA 93710, by appointment only. Harris Development Corp. dba HBC Enterprises is requesting reasonable time prior to the bid dared, in order to fully evaluatf quote. Subcontractors must possess a valid California Contractor's license, DIR Registration Number, and current insurance. Subcontractors will be required 10 sign a Standard subcontract agreement. This is a prevailing wage project and DBE project. Please contact our office if you are interested in this project.
HBC will work cooperatively with all qualified firms seeking 10 work on biis project. All quotes must include a DIR number. Hanis Del'elopment Corp. dba HBC Enterprises can break each item into smaller more feasible pans to manage if needed.
The I larris Development Corp. db:i HBC EO;tcrpriscs Good Faith Effort advcrtlScmcn1 b.:lS been published in both the Coir:.pliancc News lncemec and l-lilrd-CQpy publi<:ation.s (locate-cl onlinc at: http://wv..,.,..,comphancenews.com}. The under.;igncd dcelar~ : I am over ttic age of 18 years and a citizen of the Uni1ed States of America_ l am t~ principal publisher of the Compliance Nc1,1,-s Trade and Focus Journal in the Uni100 States of America. Thc- notice a tmc copy of which 1s att:ichcd W.iS published on 07-02-2026 at l 1:42 AM PDT. I declare 11nd~r penalty of perjury th:it the forc,oing 1s mic and corrc~t. jl/-jzr- I
J.H. Spragui:
Copyright 2026 Compliance News LLC United States Trademark Serial Number 98688.545 XProof
Publication: Compliance News X Page
Published On: 07-02-2026 11 :42 AM PDT
Published At: https://x.com/news_compliance
Compliance News
@news_compliance
Harris Development Corp. dba HBC Enterprises is looking for HUD Section 3 firms in Madera, CA compliancenews.com/trade.joumal •...
-- - ------------------""---------
Linkedln Proof
Publication: Compliance News Linkedln Page
Published On: 07-02-2026 11 :42 AM PDT
Published At: hups://www.linkedin.com/company/compliance-news ~ CompUance News
• SUB-BID NOTICE •
Click below 10 learn more
Harris Development Corp. dba HBC Enterprises is looking for HUD S ion 3 finns in Madera, CA compliancenews.com
Facebook Proof
Publication: Compliance News Facebook Page
Published On: 07-02-2026 11 :42 AM PDT
Published At: https://www.facebook.com/ComplianceNews
~ Compliance News
Harris Development Corp. dba HBC Enterprises is looking for HUD Sec on 3 firms in Madera, CA COMPLIANCENEWS.COM
www.compliancenews.com
,.
-
SURVEYING, INC. July 14, 2026
To Whom It May Concern,
ESP Surveying does not currently operate any diesel/off-road vehicles.
If you have any questions or comments, please call us at 559-442-0883.
ESP SURVEYING, INC
[email protected]
R:\slworddata\bid-rfpla BIDS-new\0-BIDS 20r DJICARB Compliance.docx ESP Surveying. Inc. • 5817 E Brown Avenue • Fresno. California 93727 • Phone (559) 442-0883 • www.espls.com
INCLUDE THIS PAGE WITH BID
Invitation for Bid {IFB} No. 202526-28, CDBG 8-20-MW-06-0053 Rotary Park Basketball Caurts
Equal mployment Opportunity Certification
I
Thebidder ESP Surve~ ing, Inc. ,
proposed subcontractor, hereby cerhfies that he has x, has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Complian~e, a Federal Government contracting or administering agency, or the former President's Committee on E~ual Employment Opportunity, all reports due under the applicable filling requirements. I
Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1. 7(b) :(1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts a7d subcontracts, which are subject to the equal opportunity clause.
Contracts and subcontracts which a1e exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EE -1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and ubcontractors who have participated in a previous contract or subcontract subject to the ExecutivJ Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the awa~d of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor_ The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
Invitation for Bid {IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 3 of 62
EXHIBIT B
CERTIFICATION WITH REGA~D TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR
SUBCONTRACTS SUBJECT TOI THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF
REQUIRED REPORTS
The bidder _______ _, proposed subcontractor ESP Surveying hereby certifies that he has L, has not_, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by/Executive Orders 10925, 11114, or 11246, and that he has_, has not _, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal G0vernment contracting or administering agency, or the former President's Committee or Equal E ployment Opportunity, all reports due under the applicable filing requirements.
Date: 07/14/2026
ESP Surveying, Inc.
By: David Jordan
Project Manager
(Company}
(Title)
NOTE: The above certification is rfquired by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 6,-1.7(b)(1)) and must be submitted by bidders and proposed subcontractor only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR Goh .s. {Generally only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EE0-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and sl bcontractors who have participated in a previous contract or subcontract subject to the Executi:ve Orders and have not filed the required reports should note that 41 CFR 60-1.7 {b){l) prevents the award of contracts and subcontracts unless such contractor i submits a report covering the deli1
nquent period or such other period specified by the Director, Office of Federal Contract Compliance, U. S. Department of Labor.
IJ HIH.t.JUU/1 J UI o,u f 1ro1 JVU. ,t,,U~~o-,1,,0, l...LJO U 0 -,1,,u-,v,vv-vo"'Ul.l.;J.J
EXHIBIT A
Rotory Pork Basketball Courts
Attachment A, COBG Exhibits, Page 2 of 62
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 DEBARMENT AND SUSPENSION CERTI FICA Tl ON
The bidder__, proposed subcont~pctor~ under penalty of perjury, certifies that, except as noted below, he/she or any persl:m associated there within the capacity of owner, partner, director, officer, manager:
is not currently under suspensi n, debarment, voluntary exclusion, or determination of ineligibility by any federal agency;
has not been suspended, debarred~ voluntarily excluded, or determined ineligible by any federal agency with1in the past 3 years, I
does not haye a proposed debarment pending; and
has not been indicted, convicted, or had a civil judgement rendered against it by a court of competent jurisdiction in any ma , er involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this ertification, insert the exceptions in the following space:
~) No Exceptions
Exceptions will not necessarily res
1 ult in denial of award but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action:
NOTE: Providing false information r ay result in criminal prosecution or administrative sanctions.
The above certification is part of the Proposal. Signing the Proposal on the signature portion thereof shall also constitute sign at re of this Certification.
By my signature on this proposal, \ certify, under penalty of perjury under the laws of the State of California and the United States[of America, that the Title 23 United States Code, Section 112 Non-Collusion Affidavit and the Ti
1 tle 49 Code of Federal Regulations, Part 29 Debarment and Suspension Certification are true and correct.
Bidder/Subcontractor: ESP Sy,veying, Inc.
B:: ~ j;;r --{ Date: 07/14/2026
Title: QZ..cleq "1.4MC-€'.2
NOTE: Shall be submitted with bi by contractor and subcontractors
INCLUDE THIS PAGE WITH BID
Invitation for Bid (IFB) No. 202526-28, CDBG 8-20-MW-06-0053 Rotary Park Bosketball Courts
Equal mployment Opportunity Certification
The bidderT&T Pavement Markings and Products, Inc.
proposed subcontractor, hereby certifies that he hasX , has not , participated in a previous contract or subcontract subject to the equal opbortunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract ComplianJe, a Federal Government contracting or administering agency, or the former President's Committee on E~ual Employment Opportunity, all reports due under the applicable filling requirements.
Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1. 7(b)l'{l)) and must be submitted by bidders and proposed subcontractors only in connection with contracts ahd subcontracts, which are subject to the equal opportunity clause.
Contracts and subcontracts which afe exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) I
Currently, Standard Form 100 (EE<D-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the awa1rd of contracts and subcontracts unless such contractor submits a report covering the delinquent Reriod or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.
The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signat~re of this Certification.
Bidders are cautioned that making al false certification may subject the certifier to criminal prosecution.
Invitation/or Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 2 af 62
EXHIBIT A
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 DEBARMENT AND SUSPENSION
CERTIFICATION
The bidder_, proposed subcontractor~ under penalty of perjury, certifies that, except as noted below, he/she or any per~on associated there within the capacity of owner, partner, director, officer, manager:
is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency;)
has not been suspended, debarre<!l, voluntarily excluded, or determined ineligible by any federal agency within the past 3 years, I
does not have a proposed debarment pending; and
has not been indicted, convictedl or had a civil judgement rendered against it by a court of competent jurisdiction in any m 1tter involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this certification, insert the exceptions in the following space:
k) No Exceptions
Exceptions will not necessarily result in denial of award but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action:
NOTE: Providing false information may result in criminal prosecution or administrative sanctions.
The above certification is part of the Proposal. Signing the Proposal on the signature portion thereof shall also constitute signature of this Certification.
By my signature on this proposal, I certify, under penalty of perjury under the laws of the State of California and the United State~ of America, that the Title 23 United States Code, Section 112 Non-Collusion Affidavit and the Title 49 Code of Federal Regulations, Part 29 Debarment and Suspension Certification are true and correct.
Bid~r1subcontractor: T&T PaJement Markings and Products, Inc.
By: \\" I Date: 7/14/2026
Title: Bookkeeper I
NOTE: Shall be submitted with bi~ by contractor and subcontractors Invitation for Bid {IFB} No. 202526-28, CDBG 8-20-MW-06-0053 Rotary Pork Basketball Courts
Attachment A, CDBG Exhibits, Page 3 of 62
EXHIBIT B
CERTIFICATION WITH REGA D TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR
SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF
I REQUIRED REPORTS
I
T&T Pavement Markings
The bidder ________ - , proposed subcontractor and Praciucts, Inc. hereby certifies that he has~, has not_, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by11 Executive Orders 10925, 11114, or 11246, and that he has__, has not ~, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee or Equal E
1 mployment Opportunity, all reports due under the applicable filing requirements.
T&T Pavement Markings
and Products, lnqcompany)
By: --------------- Bookkeeper
Date: 7/14/2026 (Title)
NOTE: The above certification is rr quired by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b)(l)) and must be submitted by bidders and proposed subcontractor only in connection yvith contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EE@-1) is the only report required by the Executive Orders or their implementing regulations. I
Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 {b)(l) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Director, Office of Federal Contract Compli~nce, U.S. Department of Labor. . ~ -~
.r~
Issue Date: 1/21/2026
Start Date: 1/21/2026
Expiration Date: 5/30/2026
Vehicle lntonnat;on
Vehicle Compliance Certification
Vehicle Identification Number (VIN): 3 , 7WRMCL6KG535686 Vehicle License Plate: 64848W2
Vehicle Make:
Venfcle Model Year: 2019
Vehicle Model:
Business Information
Company/Entity Name: T & T Pavement Marking and Products. Inc.
Entity ID: E141295
Primary Address: 3276 W Sussex Way, Fresno, CA 93722, USA dl
CLEAN
TRUCK CHECK
Certificatfon ID: VCC1005839015
CARB reserves the right to invalidate t11s certificate if the vehicle ls found viotating the Clean Truck Check requirements prior to the certificate expiration date.
Future certificates may be denied if the vehicle has any outstanding CARB Enforcement actions.
Non-compliant vehicles could also have their registration denied by the Department of Motor Vehicles.
This compliance certificate does not exl mpt the vehicle from emissions-related inspection or audit.
For more information on Clean Truck Cf ed<, visit https;//ww2.arb.ca.gov/cleantruckcheck.
To verify this certification: https;J/cleant ckcheck.arb.ca.gov.
CARB's Clean Truck Check team can reached at [email protected].
111•
CALIFORNIA
~ 1noua'lu aoou
Issue Date: 1/21/2026
Start Date: 1/21/2026
Expiration Date: 5/3012026
Vehicle lntonnatjon
Vehicle Compliance Certification
Vehicle Identification Number (VIN); 3C7WRMFL8KG631525
Vehicle LiceJ'lse Plate; 78874W3
Vehicle Make:
Vehicle Model Year~ 2019
Vehicle Model:
Busjness Information
Company/Entity Name: T & T Pavement Marking and Products, Inc.
Entity 10: E141295
Primary Address: 3276 W Sussex Way, Fresno. CA 93722, USA ,,.
CLEAN
TRUCK CHECK
Certification 10: VCC1005875766
CARB reserves the right to invalidate this certificate if the vehicle is found violating the Clean Truck Check requirements prior to the certificate expiration date.
Future certificates may be denied if the vehicle has any outstanding CARB Enforcement actions.
Non-compliant vehicles could also have their registration denied by the Department of Motor Vehicles.
This compfiance certificate does not exempt the vehicle from emissions-related inspection or audit.
For more information on Clean Truck Check, visit https://ww2.arb.ca.gov/cleantruckcheck.
To verify this certification: https://cleantruckcheck.arb.ca.gov.
CARB's Clean Truck Check team can be reached at [email protected].
CALIFORNIA
• •• 1ttsou•cts aoARO
Issue Date: 1/2112026
Start Date: 1/2112026
Expiration Date: 2/28/2026
Vehicle Information
Vehicle Compliance Certification
Vehicle Identification Number (VIN): 3C7WRKFLXKG583157
Vehicle License Plate; 57360U2
Vehicle Make:
Vehicle Model Year: 2019
Vehicle Model:
Business Information
~:;;~~:
1 n;i~~
5 ame: T & T Paveme?t Marking and Products, Inc.
Primary Address: 3276 W Sussex Way. Fresno, CA 93722, USA CLEAN •
TRUC:K CHECK
Certification ID: VCC 1006021598
CARB reserves the right to invalidate this certificate if the vehicle is found violating the Clean Truck Check requirements prior to the certificate expiration date.
Future certificates may be denied If the vehicle has any outstanding CARS Enforcement actions.
Non-compliant vehicles could also have their registration denied by the Department of Motor Vehicles.
This compliance certificate does not exempt the vehicle from emissions-related inspection or audit.
For more information on Clean Truck Check. visit https:/lww2.arb.ca.gov/cleantruckcheck, To verify this certification: https://cleantruckcheck.arb.ca.gov.
CARB's Clean Truck Check team can t>tr reached at [email protected].
CAlfFORNIA AtA RES0IIRCE5 S0,O0
Issue Date: 1/21/2026
Start Date: 1/21/2026
Expiration Date: 4/30/2028
Vehicle Information
!Vehicle Compliance Certification
Vehicle Identification Number (VIN): JA E5W162L7306611
Vehicle License Plate: 47113C3
Vehicle Make!
Vehicle Model Year. 2020
Vehicle Model:
Business Information
Company/Entity Name: T & T Pavement Marking and Products, Inc.
Entity ID; E141295
Primary Address: 3276 W Sussex Way, Fresno, CA 93722, USA CLEAN •
TRUCK CHECK
Certification ID: VCC1006204657
CARB reserves the right to invalidate this certificate if the vehicle is found violating the Clean Truck Check requirements prior to the certificate expiration date,
Future certificates may be denied if the vehicle has any outstanding CARB Enforcement actions.
Non-compliant vehicles could also have their registration denied by the Department of Motor Vehicles.
This compliance certificate does not exe~ pt the vehicle from emissions-related inspection or audit.
For more information on Clean Truck C~eck, visit https://ww2.arb.ca.gov/cleantruckcheck.
To verify this certification: https:1/cleantJ ckcheck.arb.ca.gov.
CARB's Clean Truck Check team can bJ reached at [email protected].
ATTACHMENT B
Contractors must submit proof of insurance and endorsements prior to contract award by City Council. Without limiting Contractor’s indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide, and continuously maintain at its own expense during the term of the Agreement, and shall require any and all Subcontractors and Subconsultants of every Tier to obtain and maintain, policies of insurance of the type and amounts described below and in form satisfactory to the City.
Minimum Scope and Limits of Insurance
Contractor shall maintain limits no less than:
$2,000,000 General Liability (including operations, products and completed operations) per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury, and property damage, including without limitation, blanket contractual liability. Coverage shall be at least as broad as Insurance Services Office (ISO) Commercial General Liability coverage form CG 00 01. General liability policies shall be endorsed using ISO forms CG 20 10 and CG 20 37 to provide that the City and its officers, officials, employees, and agents shall be additional insureds under such policies. The additional insured coverage under the Contractor’s policy shall be primary and non-contributory and will not seek contribution from the City’s insurance or self-insurance and shall be at least as broad as CG 20 01 04 13.
$1,000,000 Automobile Liability combined single limit per accident for bodily injury or property damage at least as broad as ISO Form CA 00 01 for all activities of Contractor arising out of or in connection with Work to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles. Automobile Liability policies shall be endorsed to provide that the City and its officers, officials, employees, and agents shall be additional insureds under such policies. Worker’s Compensation as required by the State of California and $1,000,000 Employer’s Liability per accident for bodily injury or disease. Contractor shall submit to the City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of the City, its officers, agents, employees, and volunteers.
Maintenance of Coverage
Contractor shall procure and maintain, for the duration of the contract, insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by Contractor, his agents, representatives, employees, subcontractors or subconsultants as specified in this Agreement.
Primary/Non-contributary
For any claims related to this work, the Contractor’s insurance coverage shall be primary insurance as respects the entity, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the entity, its officers, officials, employees or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.
Proof of Insurance
Contractor shall provide to the City certificates of insurance and endorsements, as required, as evidence of the insurance coverage required herein. Insurance certificates and endorsements must be approved by the City prior to commencement of performance. Current evidence of insurance shall be kept on file with the City at all times during the term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any time.
Acceptable Insurers
All insurance policies shall be issued by an insurance company currently authorized by the Insurance commissioner to transact business of insurance in the State of California, with an assigned policyholders’ Rating of A- (or higher) and a Financial Size Category Class VII (or larger), in accordance with the latest edition of Best’s Key Rating Guide.
Waiver of Subrogation
All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against the City, its elected or appointed officers, agents, officials, employees, and volunteers, or shall specifically allow Contractor, or others providing insurance evidence in compliance with these specifications, to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against the City and shall require similar written express waivers and insurance clauses from each of its subconsultants or subcontractors.
Enforcement of Contract Provisions (non estoppel)
Contractor acknowledges and agrees that any actual or alleged failure on the part of the Agency to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City, nor does it waive any rights hereunder.
Specifications not Limiting
Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If Contractor maintains higher limits than the minimums required above, the entity shall be entitled to coverage at the higher limits maintained by Contractor.
Notice of Cancellation
Contractor agrees to oblige its insurance agent or broker and insurers to provide to the City with thirty (30) calendar days’ notice of cancellation (except for nonpayment for which ten (10) calendar days’ notice is required) or nonrenewal of coverage for each required coverage.
Self-insured Retentions
Any self-insured retentions must be declared to and approved by the City. The City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible.
Self-insurance will not be considered to comply with these specifications unless approved by the City’s Risk Manager.
Timely Notice of Claims
Contractor shall give the City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.
Additional Insurance
Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgement may be necessary for its proper protection and prosecution of the Work.
ATTACHMENT C
Invitation for Bid
No. 202526-28
FOR
Rotary Park Basketball Courts
CDBG B-20-MW-06-0053
Date Released: June 29, 2026
City of Madera
Parks and Community Services Division
Bids are due prior to 10:00am on July 13, 2026
Table of Contents
NOTICE OF INVITATION FOR BID......................................................................................................................... 4 Introduction ....................................................................................................................................................... 4 Description of Work ........................................................................................................................................... 4 Bid Submittal Date (Close date) .......................................................................................................................... 4 How and Where to Submit ................................................................................................................................. 4 Bidder Questions ................................................................................................................................................ 4 Pre-Bid Meeting ................................................................................................................................................. 5 Required Contractors Licenses ........................................................................................................................... 5 Bonding Requirements ....................................................................................................................................... 5 Prevailing Wages ................................................................................................................................................ 6 Section 3 Requirements ..................................................................................................................................... 6 Bid Protest Procedures ....................................................................................................................................... 7 Scope of Work .................................................................................................................................................... 8 Description of Bid Items ..................................................................................................................................... 8 Bidder Checklist ................................................................................................................................................ 10 Bid Proposal Form ............................................................................................................................................ 11 Bid Schedules A through C, Base Bid................................................................................................................. 12 Signature Page ................................................................................................................................................. 15 Subcontractor Listing ........................................................................................................................................ 16 Certification ..................................................................................................................................................... 17 Noncollusion Affidavit ...................................................................................................................................... 18 Public Contract Code ........................................................................................................................................ 19 Debarment and Suspension Certification .......................................................................................................... 20 California Air Resources Board (CARB) Off-Road Diesel Fleet Compliance (DOORS Certification) ..................... 21 Equal Employment Opportunity Certification ................................................................................................... 22 Federal Build America, Buy America Act (BABAA) Requirements for Federally Assisted Construction Projects 23 Disclosure of Conflict-of-Interest ...................................................................................................................... 24 Bid Bond ........................................................................................................................................................... 25 Payment Bond .................................................................................................................................................. 26 Performance Bond ........................................................................................................................................... 28 Standard Specifications And Plans .................................................................................................................... 30 General and Special Conditions ........................................................................................................................ 30 Information for Bidders .................................................................................................................................... 31 Attachments ..................................................................................................................................................... 36
NOTICE OF INVITATION FOR BID
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Introduction
Pursuant to California Public Contract Code (PCC) §22000 et seq., the City of Madera (“City”) hereby seeks bids in response to this Invitation for Bid No. 202526-28, CDBG B-20-MW-06-0053 for the Rotary Park Basketball Courts. A contract will be awarded to the lowest responsive, responsible bidder based on the base bid amount.
Description of Work
The City is seeking qualified contractors to submit bids for the construction of two new basketball courts at Rotary Park, located at 930 North Gateway Drive, Madera, CA 93637.
The scope of work will generally consist of the construction of two basketball courts with concrete perimeter curbs, striping, court nets, posts and anchors, basketball backboards, and other incidental work, in accordance with this IFB and all attachments listed herein.
The project must be completed within 45 calendar days from the issuance of the Notice to Proceed. All work shall be performed per the specifications and plans provided by the City and in accordance with applicable building codes.
This project is made possible through a Community Development Block Grant Coronavirus (CDBG-CV) grant under the Coronavirus Aid, Relief, and Economic Security (CARES) Act.
The Engineer’s Opinion of Cost for this project is $330,340.
Bid Submittal Date (Close date)
Bids must be received no later than 10:00am on July 13, 2026.
How and Where to Submit
Electronic bids will be accepted on City bid forms provided by the City, until the time and date listed below.
In the event this Invitation for Bid is obtained through any means other than the City’s distribution, the City may deem the bid non-responsive.
All bids must be submitted through the City’s PlanetBids vendor portal at https://pbsystem.planetbids.com/portal/54016/portal-home.
Bidder Questions
Any questions related to this IFB shall be submitted through the City’s PlanetBids vendor portal at https://pbsystem.planetbids.com/portal/54016/portal-home no later than 5:00pm on July 2, 2026.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
No oral question or inquiry about this IFB shall be accepted. No questions or inquiries should be directed to any individual(s) at the locations detailed in this document. All communications must be submitted in writing per the process described in this document.
Pre-Bid Meeting
There will be no pre-bid meeting for this project. Prior to submitting a bid, all contractors are encouraged to visit the work site in order to familiarize themselves with existing conditions.
Instructions to Bidders
You may view or obtain a copy of this Invitation for Bids (IFB) by visiting or contacting the following:
City of Madera PlanetBids Vendor Portal
Website: https://pbsystem.planetbids.com/portal/54016/portal-home Construction Bidboard (Ebidboard), Phone: 800-479-5314
Website: www.ebidboard.com
Dodge Data & Analytics, Phone: 877-784-9556
Website: www.construction.com
Placer County Contractors Association & Builders Exchange, Phone: 916-771-7229 Website: www.pccamembers.com
Builders’ Exchange of San Joaquin, Phone: 209-478-1000
Website: http://www.bxsj.org
Central California Builders Exchange, Phone: 559-237-1831 Website: http://cencalbx.com/
Valley Builders Exchange. Phone: (209) 522-9031
Website: www.valleybx.com
Required Contractors Licenses
Each Bidder shall be a licensed contractor pursuant to the California Business and Professions Code §7028.15 and California Public Contract Code §3300 and shall be licensed in the following classification as required by the scope of work: Class A, General Engineering Contractor. Any Bidder not meeting the license requirement(s) following the bid opening will be rejected as nonresponsive. All Bidder’s license(s) must be active and in good standing at the time of the bid opening and must remain so throughout the term of the Contract.
Per Labor Code §1771.1, a contractor or subcontractor is not qualified to bid on, be last in a bid proposal for, or perform work on this project unless registered and qualified under Labor Code §1725.5.
Bonding Requirements
Bid security is required in the amount of ten (10) percent of the amount of the bid. Bid security must be in the form of cash, cashier's check, certified check, or a bid bond issued by an admitted surety insurer licensed by the California Department of Insurance and certified by the US Bureau of Fiscal Service to Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
conduct business in the state of California. Bid securities shall accompany the bids. Bid securities shall be made in favor of the City of Madera.
Payment Bond equal to one hundred percent (100%) of Bid is required within 7 days of the Notice of Intent to Award on all projects valued at $25,000 and above.
Performance Bond equal to one hundred percent (100%) of Bid is required within 7 days of the Notice of Intent to Award on all projects valued at $100,000 and above.
All bonds (Bid, Performance, and Payment) must be issued by a California admitted surety as defined in California Code of Civil Procedure section 995.120.
Prevailing Wages
The project is a public works project subject to California Labor Code §1770 et seq., The Director of Industrial Relations has determined the general prevailing rate of per diem wages and the general prevailing rate for holiday and overtime work in the locality in which the work is to be performed, for each craft, classification or type of worker needed to execute this contract. Per Diem wages shall be deemed to include employer payments for health and welfare, pension, vacation, apprenticeship or other training programs, and similar purposes.
The California DIR Public Works Contractors website is: http://www.dir.ca.gov/PublicWorks/Contractors.html. Copies of the rates are on file with the City and are deemed included in this IFB.
Upon request, the City will make available copies to any interested party. The rate of prevailing wage for any craft, classification, or type of workmanship to be employed on this Project is the rate established by the applicable collective bargaining agreement which rate so provided is hereby adopted by reference and shall be effective for the life of this Agreement or until the Director of Industrial Relations determines that another rate be adopted. It shall be mandatory upon the selected contractor and on any subcontractor to pay not less than the said specified rates to all workers employed in the execution of this contract. Contractor shall post on site all required job site notices as prescribed by law or regulation.
Federal minimum wage rates are available from the Department of Labor Home Page at www.dol.gov. If there is a difference for similar classifications of labor between the federal minimum wage rates and the prevailing wage rates determined by the Director of Industrial Relations of the State of California , the Contractor and subcontractors shall pay not less than the higher wage rate. Ten days prior to bid opening, the City will check whether updated federal wage rates have been posted. If updated wage rates have been posted, City will issue an addendum notifying plan holders of the change. The final contract signed by the City and the Contractor will physically contain the federal wage rates as they exist on the tenth day prior to bid opening.
Section 3 Requirements
This project is federally financed by the U.S. Department of Housing and Urban Development (24CFR, Part 92). This project will be subject to compliance with Davis-Bacon Compliance, “Section 3”, Affirmative Action Requirements, Executive Order #11246, and others.
Compliance with the prevailing rates of wages and apprenticeship employment standards established by the Federal/State Director of Industrial Relations will be required. Information relative to the employment of apprentices shall be obtained from the Director of the Department of Industrial Relations, who is the Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Administrative Officer of the California Apprenticeship Council. Apprentices not certified through the State will not be accepted as apprentices and shall be paid the wages indicated in the wage determination for the specific trade being conducted. Affirmative Action to ensure against discrimination in employment practice on the basis of race, color, national origin, ancestry, sex, or religion will also be required.
This is a federally assisted construction project and Federal labor standards, including Davis-Bacon requirements will be enforced. In accordance with said standards, workers employed in constructionrelated work under said contract shall be paid not less than the applicable minimum prevailing area wage rates referenced hereinafter. If Federal and State wage rates are applicable, then the higher of the two shall prevail. Copies of the current Federal prevailing wage rates applicable to said contract are included in Attachment F of these Specifications.
This is a HUD Section 3 contract and all bidders must commit to achieving Section 3 employment and contracting goals to be considered a Section 3 responsive bidder. A bidder who is not responsive to Section 3 requirements shall be considered a non-responsive bidder to this IFB. The purpose of Section 3 is to ensure that employee and other economic opportunities generated by HUD assistance or HUD assisted projects covered by Section 3 shall to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing.
Bid Protest Procedures
Any actual or prospective bidder, offeror, or contractor may protest an IFB to the City’s Procurement Services Manager and/or Director of Financial Services by submitting a written appeal within five (5) working days of knowing or reasonably should have known the facts giving rise to the protest, sent via email to [email protected], or mail to Jennifer Stickman, 205 W. 4th Street, Madera, CA 93637, addressing specific issues such as bid contradictions or procurement errors. The Procurement Services Manager and/or Director of Financial Services have the authority to resolve such protests and will provide a written response within five (5) working days unless more time is needed; if the protester is unsatisfied, they may appeal to the City Manager within five (5) business days, and then to the City Council as a final appeal, where they may be heard. While protests generally halt solicitation proceedings, the City may proceed if the Procurement Services Manager and/or Director of Financial Services determine it's necessary to protect a substantial City interest. To deter frivolous protests, those who file two (2) unsuccessful protests within twelve (12) months may face debarment from future bids.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Scope of Work
The City is soliciting bids for the complete construction of two basketball courts at Rotary Park located at 930 North Gateway Drive, Madera, CA 93637.
The scope of work will generally consist of the construction of two basketball courts with concrete perimeter curbs, striping, court nets, posts and anchors, basketball backboards, and other incidental work, in accordance with this IFB and all attachments listed herein.
Any request for substitute or “or equal” shall include the Manufacturer’s Certification of compliance with the Build America, Buy America Act (BABAA) requirements mandated by Title IX of the Infrastructure Investment and Jobs Act (“IIJA”), Pub. L. 177-58.
Description of Bid Items
The descriptions below are general descriptions and do not include estimated quantities. See plans and bid summary for estimated quantities. Estimated quantities are provided as courtesy only. Actual numbers and quantities of symbols on plans prevail.
Bid Schedule A, Demolition & Site Preparation
Bid Item A.1 – Temporary Construction Fencing:
The lump sum bid for this item shall include all costs for construction fencing, labor, materials, tools, equipment, incidentals and for doing all the work, including but not limited to installation and removal from the site necessary for completion of the work.
Bid Item A.2 – Site Preparation (Clearing, Grubbing & Disposal):
The lump sum bid for this item shall include all costs for vegetation removal, soil clearing, grubbing and removal. The item also includes labor, materials and all other work required by the Drawings and Specifications which is not specifically set forth in the bid schedule as a pay item Bid Item A.3 – Site Grading (Rough/Fine) and Turf Patching:
The lump sum price bid for this item shall include all costs for rough grading and fine grading (grading of landscape areas to concrete pavement elevations). The item also includes labor, equipment, materials and all other work required by the drawings and specifications which is not specifically set forth in the Bid Form as a pay item.
Bid Schedule B, Flatwork and Furnishings
Bid Item B.1 – Concrete Flatwork:
The square foot price bid for this item shall include all costs for purchase, installation, concrete additives and sealers, pouring concrete pavement, finishing, joints, and joint sealants in the areas indicated on the Drawings. The item also includes labor, materials and all other work required by the Drawings and Specifications which are not specifically set forth in the bid schedule as a pay item.
Provide reinforced concrete basketball court slabs per the construction details and geotechnical Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
recommendations. Reinforcing shown on Drawings is intended to address the geotechnical recommendations for reinforced court paving. Contractor shall coordinate with the authority having jurisdiction and provide any structural engineering, calculations, permit drawings, shop drawings, or supplemental structural details required for permit approval and construction, if needed. No increase in Contract Sum or Contract Time shall be allowed for coordination or documentation required to satisfy applicable permit requirements.
Bid Item B.2 – Sub-grade Preparation:
The lump sum price bid for this item shall include all costs for soil preparation, sub-grade aggregate base material purchase, installation and compaction and forming of all concrete items described in concrete section B.1 of these bid descriptions and in the areas indicated on the Drawings. The item also includes labor, materials and all other work required by the Drawings and Specifications which is not specifically set forth in the bid schedule as a pay item.
Bid Item B.3 – Basketball Court Striping:
The linear foot bid for this item shall include all costs for basketball court striping in the locations indicated on the Drawings. The item also includes labor, materials and all other work required by the Drawings and specifications which is not specifically set forth in the bid schedule as a pay item.
Bid Item B.4 – Basketball Hoop, Backboard & Posts:
The unit price bid for this item shall include all costs for purchase, shipping and installation of the basketball hoop, backboard, and posts, along with forming, excavation, pouring and finishing of the concrete footings in the locations indicated on the Drawings. The item also includes labor, materials and all other work required by the Drawings and specifications which is not specifically set forth in the bid schedule as a pay item.
Bid Schedule C, Miscellaneous
Bid Item C.1 – Mobilization/De-Mobilization (NTE 5%):
Mobilization and Demobilization will be paid for on a lump sum basis and is limited to 5% maximum of the total bid cost. The lump sum bid for this item shall include full compensation for conforming to these requirements, temporary fencing (coordination & prior approval of City needed), labor, materials, tools, equipment, incidentals and for doing all the work involved in moving on and off the project site necessary for completion of the work.
Payment for 50 percent of Mobilization and Demobilization, or 2.5% of Total Base Bid (whichever is less) shall be made at the time of the first progress payment after the Contractor has purchased and submitted the required bonds and insurance as required by the City. The remaining balance shall be made at the time of the final progress payment.
Bid Item C.2 – Bonding:
General Conditions will be paid for on a lump sum basis. The contract lump sum price paid for General Conditions shall include full compensation for conforming to these requirements, furnishing all the fees, permitting, bonding, labor, surveying, and materials for doing all the work involved in administration and oversight of the project necessary for completion of the work as specified in the General Provisions, these Project Specifications and as directed by the City.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Bidder Checklist
SUBMIT THIS BIDDER’S CHECKLIST WITH YOUR BID PROPOSAL. Bidders shall complete and submit all documents marked with an “X” in the “REQUIRED WITH BID SUBMITTAL” column for bids to be considered responsive.
If any Bidder makes any alteration, strike-through, or otherwise deviates from any of the bid forms provided herein or makes any qualifications of any of the required bid forms in separate documents submitted with the Contractor’s Bid Proposal, the Bid Proposal may be considered non-responsive.
REQUIRED WITH BID SUBMITTAL
[X] 1. BID PROPOSAL FORM
[X] 2. BID SCHEDULE A THROUGH C
[X] 3. SIGNATURE PAGE
[X] 4. SUBCONTRACTOR LISTING (In excess of 1/2 of 1%)
[X] 5. BID DEPOSIT (ELECTRONIC SCANNED COPY) attached to front of Proposal in the form of:
[ ] Certified Check [ ] Bidder’s Bond (submitted on form in this IFB) [ ] Cashier’s Check [ ] Irrevocable Letter of Credit
[ ] Certificate of Deposit
[X] 6. CERTIFICATION (Comptroller General’s List)
[X] 7. NONCOLLUSION AFFIDAVIT
[X] 8. PUBLIC CONTRACT CODE
[X] 9. DEBARMENT AND SUSPENSION CERTIFICATION
[X] 10. CALIFORNIA AIR RESOURCES BOARD (CARB) OFF-ROAD DIESEL FLEET COMPLIANCE (DOORS CERTIFICATION)
[X] 11. EQUAL EMPLOYEMENT OPPORTUNITY CERTIFICATION
[X] 12. FEDERAL BUILD AMERICA, BUY AMERICA ACT (BABAA) REQUIREMENTS [X] 13. DISCLOSURE OF CONFLICT-OF-INTEREST FORM
[X] 14. ADDENDA – Signature page of all Addenda issued
CDBG REQUIRED DOCUMENT SUBMITTALS WITH BID (See Attachment A for Exhibits):
[X] CDBG Exhibit A Debarment and Suspension Certification [X] CDBG Exhibit B Equal Opportunity Certification
[X] CDBG Exhibit C Certification of Minority Business Sub-Contracting [X] CDBG Exhibit D Ethnicity Information
[X] CDBG Exhibit E Statement of Work Force Needs
[X] CDBG Exhibit O State Labor Standards and Prevailing Wage Certification [X] CDBG Exhibit P Guaranty
SUBMIT NO SOONER THAN ELECTRONIC BID SUBMITTAL DATE AND TIME, AND NO LATER THAN 4:00 P.M. ON THE 3RD BUSINESS DAY AFTER BID OPENING:
[X] LETTER FROM BIDDER THAT BIDDER WILL PERFORM NOT LESS THAN 30% OF THE TOTAL NET BID AMOUNT (ORIGINAL CONTRACT PRICE), excluding specialty items designated by the City on the bid proposal to be submitted via email to [email protected]. [X] COMPLETE BID AND ALL REQUIRED FORMS AS UPLOADED TO PLANETBIDS HARD COPY ORIGINAL delivered to: Jennifer Stickman, City of Madera, 205 East 4th Street, Madera, Ca 93637)
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Bid Proposal Form
Rotary Park Basketball Courts, IFB 202526-28
Bid proposal of ____________________________ (hereinafter called “BIDDER”), organized and existing under the laws of the State of _________________, doing business as (an individual), or (a partnership), or (a corporation), to the City of Madera (hereinafter called “OWNER”):
In compliance with your advertisement for Bids, BIDDER hereby proposes to perform all work required for “Rotary Park Basketball Courts, IFB 202526-28” in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below.
By submission of this BID, each BIDDER certifies, and in the case of a joint BID, each party thereto certifies as to his own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor.
BIDDER hereby agrees to commence work under this Contract on or before a date to be specified in the NOTICE TO PROCEED and to fully complete the PROJECT in Forty Five (45) Calendar Days. BIDDER must submit final invoice for PROJECT to OWNER no later than close of business on 9/22/2026.
BIDDER further agrees to pay as liquidated damages, the sum of $1,000 for each consecutive calendar day thereafter, as provided in Section 1-17 of the General Conditions.
BIDDER acknowledges receipt of the following ADDENDA:
No. ______, dated ____________________, 2026
No. ______, dated ____________________, 2026
No. ______, dated ____________________, 2026
The undersigned, as BIDDER, declares that the only persons, or parties interested in this bid proposal as principals are those named herein; that this bid proposal is made without collusion with any other person, firm or corporation; that the BIDDER has carefully examined the location of the proposed work, the annexed proposed form of contract, and the plan therein referred to; and he proposes and agrees if this bid proposal is accepted, that the BIDDER will contract with the City of Madera to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the contract in the manner and time therein prescribed and according to the requirements of the OWNER as therein set forth, and that he will take in full payment therefor the following prices, to wit:
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Bid Schedules A through C, Base Bid
The following Bid Schedule lists the items necessary to complete the work. Bidder will fully complete the schedule including the total price of each item. If the total cost of any item or the Total Base Bid is inconsistent with the unit cost, the unit cost shall prevail. Payment of each item will be based on the actual quantity, except for those items bid lump sum and those items that are noted as fixed quantities.
NOTE: FOR BID TO BE CONSIDERED VALID, ALL BID SCHEDULES (A THROUGH C) MUST BE COMPLETED AND INCLUDED IN YOUR BID.
BID SCHEDULE A, DEMOLITION & SITE PREPARATION
ITEM
NO. ITEM DESCRIPTION UNIT OF MEASURE
APPROX
QTY
UNIT
COST
TOTAL
ITEM
COST
A1 Temporary Construction Fencing LS 1
A2 Site Preparation (Clearing, Grubbing &
Disposal) SF 13,880
A3 Site Grading (Rough/Fine) and Turf Patching LS 1
TOTAL BID SCHEDULE A, DEMOLITION & SITE PREPARATION ITEMS A1 THROUGH A3 INCLUSIVE:
$_____________________.
Total Amount of BID SCHEDULE A, DEMOLITION & SITE PREPARATION (in words) is:
_________________________________________ Dollars and ____________________________ Cents.
In case of discrepancy between words and figures, the words shall prevail.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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BID SCHEDULE B, FLATWORK AND FEATURES
ITEM
NO. ITEM DESCRIPTION UNIT OF MEASURE
APPROX
QTY
UNIT
COST
TOTAL
ITEM COST
B1 Concrete Flatwork SF 13,880
B2 Sub-grade Preparation SF 13,880
B3 Basketball Courts Striping LS 1
B4 Basketball Hoops, Backboards, Posts, and
Footings EA 4
TOTAL BID SCHEDULE B, FLATWORK AND FEATURES, BID ITEMS B1 THROUGH B4 INCLUSIVE:
$__________________________
Total Amount of BID SCHEDULE B, FLATWORK AND FEATURES (in words) is:
_________________________________________ Dollars and ____________________________ Cents.
In case of discrepancy between words and figures, the words shall prevail.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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BID SCHEDULE C, MISCELLANEOUS
ITEM
NO. ITEM DESCRIPTION UNIT OF MEASURE
APPROX
QTY
UNIT
COST
TOTAL
ITEM COST
C1 Mobilization/De-mobilization (NTE - 5%) LS 1
C2 Bonding (NTE - 3%) LS 1
TOTAL BID SCHEDULE C, MISCELLANEOUS, C1 THROUGH C2 INCLUSIVE: $____________________ Total Amount of BID SCHEDULE C, MISCELLANEOUS (in words) is:
_________________________________________ Dollars and ____________________________ Cents.
In case of discrepancy between words and figures, the words shall prevail.
Grand total of Bid Schedules A through C inclusive $__________________________________ Grand total amount of Bid Schedules A through C (in words) is:
_________________________________________ Dollars and ____________________________ Cents. *************
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Signature Page
If this bid proposal shall be accepted and the undersigned shall fail to contract, as aforesaid, and to give the two bonds in the sums to be determined as aforesaid, with surety satisfactory to the Awarding Authority, with seven (7) days after the award of the contract, the Awarding Authorities, at its option, may determine that the BIDDER has abandoned the contract, and thereupon this bid proposal and the acceptance thereof shall be null and void, and the forfeiture of such security accompanying this bid proposal shall operate and the same shall be the property of the OWNER.
DATE
COMPANY NAME
STREET ADDRESS
CITY/STATE/ZIP
PHONE NUMBER
EMAIL
PERSON PREPARING BID
TITLE
SIGNATURE
CITY OF MADERA BUS. LIC. NO.
CA CONTRACTOR’S LIC. NO. & CLASS
DIR REGISTRATION NO. & WORK
CLASSIFICATION
Attest
(Seal if bid is by a corporation)
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Subcontractor Listing
The following named subcontractors(s) will perform with labor, or otherwise render services to the general contractor in or about the construction of the work or improvement in an amount in excess of one-half of one percent of the total BID presented herewith or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of one percent of the prime Contractor’s total BID. Use subcontractor’s business name style as registered with the License Board.
Name, location, and description of work as REQUIRED by
Section 4104 of the California Public Contract code.
Subcontractor:
Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentage of Total Bid:
Subcontractor:
Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentage of Total Bid:
Subcontractor:
Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentage of Total Bid:
Subcontractor:
Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentage of Total Bid:
Subcontractor:
Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentage of Total Bid:
Duplicate this form as necessary.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Certification
The Bidder certifies under penalty of perjury under the laws of the State of California that his/her business or the corporation is not listed on the Comptroller General's list of ineligible bidders/contractors.
The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Noncollusion Affidavit
(Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY of MADERA,
In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares 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 shall refrain 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.
I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
Name of Bidder
Signature
Name
Title
Dated
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Public Contract Code
Public Contract Code Section 10285.1 Statement
In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985) the Bidder hereby declares under penalty of perjury under the laws of the State of California that the Bidder has _____, has not _____ been convicted within the preceding three years of any offences referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any State or Federal antitrust law in connection with the bidding upon award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term “Bidder” is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
Note. The Bidder must place a check mark after “has” or “has not” in one of the blank spaces provided above. The above Statement is part of the bid proposal.
Public Contract Code Section 10162 Questionnaire
In accordance with the Public Contract Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire: Has the Bidder, any officer, or any employee of the Bidder who has a proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation.
Yes _____ No _____
If the answer is Yes, explain the circumstances in the following space.
Public Contract Code 10232 Statement
In accordance with Public Contract Section 10232, the Bidder, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court has been issued against the Bidder within the immediately preceding two (2) year period because of the Bidder’s failure to comply with an order of a federal court which orders the Contractor to comply with an order of National Labor Relations Board.
Note: The above Statement and Questionnaire are part of the bid proposal. Signing this bid proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false Certification may subject the certifier to criminal prosecution.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Debarment and Suspension Certification
Title 49, Code of Federal Regulations, Part 29
The Bidder, under penalty of perjury under the laws of the State of California, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
does not have a proposed debarment pending; and
has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this certification, insert the exceptions in the following space.
Exceptions will not necessarily result in denial of award but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.
The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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California Air Resources Board (CARB) Off-Road Diesel Fleet Compliance (DOORS Certification) All contractors and subcontractors utilizing off-road diesel-fueled vehicles with 25 horsepower or greater, or most two-engine vehicles, on this public works project in California shall be in full compliance with the California Air Resources Board (CARB) In-Use Off-Road Diesel-Fueled Fleets Regulation (California Code of Regulations, Title 13, Section 2449 et seq.).
Effective January 1, 2024, prime contractors and public works awarding bodies are required to obtain and retain a fleet's valid Certificate of Reported Compliance from CARB's Diesel Off-Road Online Reporting System (DOORS) prior to awarding or entering into a contract for work on public works projects involving the use of such vehicles.
Bidders shall provide a copy of their firm's (and any proposed subcontractors') current and valid CARB "Certificate of Reported Compliance" for their off-road diesel fleet(s) with their bid proposal.
The City reserves the right to verify the authenticity and validity of all submitted Certificates of Reported Compliance through the CARB DOORS system at http://www.arb.ca.gov/doors/compliance_cert1.html or by contacting the CARB DOORS Hotline.
The awarded Contractor shall maintain continuous compliance with all CARB Off-Road Diesel-Fueled Fleets Regulations throughout the duration of the contract and shall provide updated Certificates of Reported Compliance to the City throughout the project annually, or upon request, to demonstrate continued compliance.
Failure to provide a valid Certificate of Reported Compliance, or to maintain ongoing compliance, may result in the rejection of the bid, termination of the contract, and/or other penalties as permitted by law.
Exemptions:
If a bidder believes their fleet or operations are exempt from these requirements under CARB regulations (e.g., emergency operations as defined in Title 13 California Code of Regulations Section 2449(c)(18)), they must provide detailed documentation and justification for such exemption with their bid proposal for review and approval by the City.
The Bidder must place a check mark after “Yes”, “No”, or “N/A” in one of the boxes provided below.
DOORS certification included with bid: o Yes o Exempt
o N/A (no applicable vehicles will be used for this project.
If the answer is Exempt, explain the circumstances in the following space.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Equal Employment Opportunity Certification
The bidder ____________________________________________________________________, proposed subcontractor , hereby certifies that he has , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President’s Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.
Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts, which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.
The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Federal Build America, Buy America Act (BABAA) Requirements for Federally Assisted Construction Projects
The Build America, Buy America Act (BABAA) requires that no federal financial assistance for “infrastructure” projects is provided “unless all of the iron, steel, manufactured products, and construction materials used in the project are produced in the United States.” Section 70914 of Public Law No. 117-58, §§ 70901-52.
The undersigned certifies that for the ____________________________ (Project Name and Location) the iron, steel, manufactured products, and construction materials used in this contract are in full compliance with the BABAA requirements including:
1. All iron and steel used in the project are produced in the United States. This means all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States.
2. All manufactured products purchased with FEMA financial assistance must be produced in the United States. For a manufactured product to be considered produced in the United States, the cost of the components of the manufactured product that are mined, produced, or manufactured in the United States is greater than 55% of the total cost of all components of the manufactured product, unless another standard for determining the minimum amount of domestic content of the manufactured product has been established under applicable law or regulation.
3. All construction materials are manufactured in the United States. This means that all manufacturing processes for the construction material occurred in the United States. “The, ____ [Contractor or Subcontractor] __, certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, the [Contractor or Subcontractor] understands and agrees that the provisions of 31 U.S.C. Chap. 38, Administrative Remedies for False Claims and Statements, apply to this certification and disclosure, if any.” The above Certification is part of the bid proposal. Signing this bid proposal on the signature page thereof shall also constitute signature of this Certificate.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Disclosure of Conflict-of-Interest
YES* NO
1 Are you currently in litigation with the City of Madera or any of its agents?
2 Do you represent any firm, organization or person who is in litigation with the City of Madera?
3 Do you currently represent or perform work for any clients who do business with the City of Madera?
4 Are you or any of your principals, managers or professionals, owners or investors in a business which does business with the City of Madera, or in a business which is in litigation with the City of Madera? 5 Are you or any of your principals, managers, or professionals, related by blood or marriage to any City of Madera employee who has any significant role in the subject matter of this service? 6 Do you or any of your subcontractors have, or expect to have, any interest, direct or indirect, in any other contract in connection with this Project?
* If the answer to any question is yes, please explain in full below.
Explanation:
Signature
(name)
(address)
(city state zip)
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Bid Bond
KNOWN ALL MEN BY THESE PRESENT, that we, the undersigned, ___________________________________ as Principal, and ___________________________ as Surety, are hereby held and firmly bound unto _____________________________ as Owner in the penal sum of ____________________________ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns.
Signed, this _____ day of ____________________, 2026. The condition of the above obligation is such that whereas the Principal has submitted to _____________________________ a certain bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the “Rotary Park Basketball Courts, IFB 202526-28, CDBG B-20-MW-06-0053”
NOW, THEREFORE,
(a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid.
Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates, and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. (L.S.) By_____________________________________
Principal
Surety
By:
(Seal and Notarial Acknowledge of Surety)
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Payment Bond
KNOW ALL MEN BY THESE PRESENTS: that
____________________________________________________________ (Name of Contractor)
____________________________________________________________ (Address of Contractor)
a ____________________________, hereinafter called Principal, and (Corporation, Partnership or Individual)
____________________________________________________________ (Name of Surety)
____________________________________________________________ (Address of Surety)
hereinafter call Surety, are held and firmly bound unto ____________________________________________________________ (Name of Owner)
____________________________________________________________ (Address of Owner)
hereinafter called OWNER, in the penal sum of __
______________ Dollars, ($____________) in lawful money of the United States, for the payment of which sum well and truly made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents, and also by the provisions of Part 2, Title 14, Chapter 2 of the California Code of Civil Procedure (Section 995.010, et seq.) and of Section 3247, et seq. of the California Civil Code.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated the __________ day of __________, 2026, a copy of which is hereto attached and made a part hereof for the construction of:
“Rotary Park Basketball Courts, IFB 202526-28, CDBG B-20-MW-06-0053” NOW, THEREFORE, if the Principal shall willingly, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions, and agreements of said Contract during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the surety and during the one year guaranty period, and if he shall satisfy all claims and demands incurred under such Contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be null and void: otherwise it shall remain in full force and effect.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
PROVIDED FURTHER, that the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in ________ counterparts, each one of which shall be deemed an original, this the __________ day of ______________, 2026.
ATTEST: _____________________________
Principal
______________________ BY: _____________________________(s) (Principal) Secretary
(Seal)
_______________________ __________________________
(Witness as to Principal) (Address)
_______________________
ATTEST:
________________________ __________________________
(Surety) Secretary (Surety)
(SEAL)
____________________________ BY: _______________________ Witness as to Surety Attorney in Fact
___________________________ ____________________________ (Address) (Address)
___________________________ ____________________________ NOTE: Date of Bond must not be prior to date of Contract. If Contractor is Partnership, all partners shall execute Bond.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Performance Bond
KNOW ALL MEN BY THESE PRESENTS: that
____________________________________________________________ (Name of Contractor)
____________________________________________________________ (Address of Contractor)
a ____________________________, hereinafter called Principal, and (Corporation, Partnership or Individual)
____________________________________________________________ (Name of Surety)
____________________________________________________________ (Address of Surety)
hereinafter call Surety, are held and firmly bound unto ____________________________________________________________ (Name of Owner)
____________________________________________________________ (Address of Owner)
hereinafter called OWNER, in the penal sum of __
______________ Dollars, ($____________) in lawful money of the United States, for the payment of which sum well and truly made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated the __________ day of __________, 2026, a copy of which is hereto attached and made a part hereof for the construction of:
“Rotary Park Basketball Courts, IFB 202526-28, CDBG B-20-MW-06-0053” NOW, THEREFORE, if the Principal shall willingly, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions, and agreements of said Contract during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the surety and during the one year guaranty period, and if he shall satisfy all claims and demands incurred under such Contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be null and void: otherwise it shall remain in full force and effect.
PROVIDED FURTHER, that the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to work to be performed Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
thereunder or the specifications accompanying the same shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in ________ (number)
counterparts, each one of which shall be deemed an original, this the __________ day of ______________, 2026.
ATTEST: _____________________________
Principal
______________________ BY: _____________________________(s) (Principal) Secretary
(Seal)
_______________________ __________________________
(Witness as to Principal) (Address)
_______________________
ATTEST:
________________________ __________________________
(Surety) Secretary (Surety)
(SEAL)
____________________________ BY: _______________________ Witness as to Surety Attorney in Fact
___________________________ ____________________________ (Address) (Address)
___________________________ ____________________________ NOTE: Date of Bond must not be prior to date of Contract. If Contractor is Partnership, all partners shall execute Bond.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Standard Specifications And Plans
The City of Madera’s Standard Specifications are hereby referred to and incorporated herein as though set forth in full. The Standard Specifications and Standard Drawings are available online at https://www.madera.gov/business-building-development/engineering/standard-drawingsspecifications/.
These online specifications and drawings are the most current, approved issue.
General and Special Conditions
General and Special conditions are hereby referred to and incorporated herein as though set forth in full.
The General and Special Conditions are available by clicking this link or copying and pasting it into your web browser:
https://www.madera.gov/media/fo1dqprn/general-special-conditions-for-construction.pdf Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Information for Bidders
1. Attention of Bidders is especially directed to the specifications which, in addition to the bid proposal and these instructions, are basis for evaluation and will be part of any contract with the successful bidder. Any deviations from the specifications in this notice shall be proper reason for rejection of all or any part of the bid proposal.
2. The City recognizes its policy of providing equal opportunity to all qualified persons and reaffirms its commitment that there shall be no discrimination against qualified applicants, or employees on the basis of race, gender, color, national origin, religion, age, disability, sexual orientation, or marital status.
The City is an equal opportunity employer. The City, as well as its recipients, subrecipients, and contractors, will not discriminate in employment practices based on race, color, religious creed, ancestry, national origin, age, sex (includes sexual harassment), pregnancy (childbirth or related medical conditions), marital status, sexual orientation (heterosexuality, homosexuality and bisexuality), medical condition (cancer and genetic characteristics), mental or physical disability (includes HIV and AIDS), political affiliation/opinion, Veteran's status, or request for family medical leave. The City is committed to ensuring that the work environment of City employees and the work environment of employees and volunteers of recipients, subrecipients, and contractors of the City are free from discrimination, harassment, and retaliation. All efforts to provide equal opportunity in employment practices will be made on the basis of merit, efficiency, and fitness consistent with civil service and merit system principles. Discrimination is prohibited in all aspects of the employment process.
The City, as well as recipients, subrecipients, and contractors, will not discriminate in the delivery of services or benefits based on the above identified bases.
3. The City reserves the right to reject or accept any or all bid proposals or parts thereof, and to accept or reject the alternatives individually or jointly, for any reason.
4. The City reserves the right to consider any minor deviations from the specifications and determine the acceptance or rejection of such deviation.
5. The City reserves the right to modify this IFB at any time. In the event it becomes necessary to modify or revise the IFB, a written amendment or addenda issued by City’s Purchasing Division is the only method which should be relied on with respect to changes to the IFB.
Proposer is responsible for checking the City’s PlanetBids vendor portal prior to submitting a Proposal to determine if any amendments were made to the IFB. Documents, amendments, addenda, etc. will be posted to the City’s PlanetBids vendor portal at https://pbsystem.planetbids.com/portal/54016/portal-home.
Any questions related to this IFB shall be submitted through the City’s PlanetBids vendor portal no later than the deadline for bidder questions.
No verbal requests or requests made in any other format will be accepted.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
6. Bids must be submitted via the City’s PlanetBids vendor portal by the bid due date and time.
Bidder is solely responsible for the submission of their electronic submittal. The bid management system will not accept late bids, and no exceptions shall be made. Proposers will receive an e-bid confirmation number with a time stamp from the bid management system indicating their bid was submitted successfully. The City will only receive those submittals that were transmitted successfully. Do not fax or e-mail. In the event you encounter technical difficulties during the uploading process, please contact Planet Bids technical support directly via email at [email protected] or call (818) 992-1771 (M-F from 7:00am to 5:00pm Pacific).
Submittals received after the time and date specified above will be considered nonresponsive and will not be accepted.
7. Bid proposals will be evaluated by the City. If a bid proposal is found to be incomplete or not in compliance with the format required, it will not be submitted for evaluation. During the evaluation process, the City may find it beneficial to request additional information. Bids will be compared on the basis of the grand total of BID SCHEDULE A through BID SCHEDULE L. Award will be made to the lowest responsive, responsible bidder. Furthermore, the City retains the right, at its option, to award Add Alternate 1, Add Alternate 2, or any combination of these alternates, in addition to the base bid.
8. Any bid proposal may be withdrawn at any time prior to the hour fixed for the opening, provided that a request in writing executed by the Bidder, or his/her duly authorized representative, for the withdrawal of such bid proposal is filed with Purchasing. The withdrawal of a bid proposal shall not prejudice the right of a Bidder to file a new bid proposal prior to the time and date set for the opening. After the expiration of the time and date for receipt of bid proposals, a bid proposal may not be withdrawn or altered.
9. Bidder is responsible for fully acquainting itself with the conditions of the project site (which may include more than one site), as well as those relating to the construction and labor of the project, to fully understand the facilities, difficulties, and restrictions which may impact the cost or effort required to complete the project.
10. The City reserves the right to seek supplementary information from any Bidder at any time after official bid proposal opening and before the award. Such information will be limited to clarification or amplification of information asked in the original bid proposal.
11. Issuance of the IFB and receipt of bid proposals does not commit the City to award an agreement.
The City reserves the right to postpone the IFB process for its own convenience, to accept or reject any or all bid proposals received in response to this IFB, to negotiate with other than the selected company should negotiations with the selected company be terminated, or to cancel any section of this IFB. The City also reserves the right to apportion the award among more than one company.
12. The successful Bidder shall enter into a formal agreement with City which will be very similar in content to the Attachment D, Sample Construction Agreement which is provided for information purposes only and to help clarify City intent relevant to this IFB as well as general contract requirements of the City.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
13. Bidder and its subcontractors performing work under this contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses, and fees required by the agencies with authority in the jurisdiction in which the work will be located, unless otherwise expressly provided by the Contract Documents.
14. Prior to beginning any work or delivering any equipment or material to be furnished under this bid proposal, the Bidder shall secure the appropriate Business License from the City of Madera.
Business license information may be obtained by calling (559) 661-5408.
Any Federal or State of California License/Certification required to provide the services will be required.
A Class A, General Engineering Contractor license will be required. Insurance documentation in accordance with the Insurance Requirements for Contractors will also be required.
15. Bidder’s Proprietary Information: Upon award, all documents provided by the successful Bidder shall become public record. All documents provided by any Bidders, other than the successful Bidder, shall become public record in their entirety and subject to disclosure. This shall also include but is not limited to documents for projects for which all bid proposals are rejected and projects for which an award is not made for any reason. In the event that one or more bid proposals are returned to the bidding parties, it is the intent of the City that such documents shall not become public records of the City unless required by the California Public Records Act or other provisions of law.
16. It is the City's policy to encourage the purchase of supplies, services and equipment from vendors located within the boundaries of the City. Local vendors are sellers, vendors, suppliers, and contractors who maintain places of business located within the limits of the City and who have a current City of Madera business license. The local vendor outreach policy shall not apply to those Agreements where State or Federal law, or other laws or regulations preclude such a preference.
Contractors will, to the greatest extent feasible, attempt to incorporate local area businesses as subcontractors and suppliers. Contractors will, upon request, provide records showing the outreach efforts made to local businesses to demonstrate that they have made a reasonable effort to inform local businesses of the opportunity.
17. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the Project shall apply to the Contract throughout.
18. Contractors must submit proof of insurance and endorsements prior to contract award by City Council. Without limiting Contractor’s indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide, and continuously maintain at its own expense during the term of the Agreement, and shall require any and all Subcontractors and Subconsultants of every Tier to obtain and maintain, policies of insurance of the type and amounts described below and in form satisfactory to the City.
Minimum Scope and Limits of Insurance
Contractor shall maintain limits no less than:
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
$2,000,000 General Liability (including operations, products and completed operations) per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury, and property damage, including without limitation, blanket contractual liability. Coverage shall be at least as broad as Insurance Services Office (ISO) Commercial General Liability coverage form CG 00 01. General liability policies shall be endorsed using ISO forms CG 20 10 and CG 20 37 to provide that the City and its officers, officials, employees, and agents shall be additional insureds under such policies. The additional insured coverage under the Contractor’s policy shall be primary and non-contributory and will not seek contribution from the City’s insurance or self-insurance and shall be at least as broad as CG 20 01 04 13.
$1,000,000 Automobile Liability combined single limit per accident for bodily injury or property damage at least as broad as ISO Form CA 00 01 for all activities of Contractor arising out of or in connection with Work to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles. Automobile Liability policies shall be endorsed to provide that the City and its officers, officials, employees, and agents shall be additional insureds under such policies. Worker’s Compensation as required by the State of California and $1,000,000 Employer’s Liability per accident for bodily injury or disease. Contractor shall submit to the City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of the City, its officers, agents, employees, and volunteers.
Maintenance of Coverage
Contractor shall procure and maintain, for the duration of the contract, insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by Contractor, his agents, representatives, employees, subcontractors or subconsultants as specified in this Agreement.
Primary/Non-contributary
For any claims related to this work, the Contractor’s insurance coverage shall be primary insurance as respects the entity, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the entity, its officers, officials, employees or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.
Proof of Insurance
Contractor shall provide to the City certificates of insurance and endorsements, as required, as evidence of the insurance coverage required herein. Insurance certificates and endorsements must be approved by the City prior to commencement of performance. Current evidence of insurance shall be kept on file with the City at all times during the term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any time.
Acceptable Insurers
All insurance policies shall be issued by an insurance company currently authorized by the Insurance commissioner to transact business of insurance in the State of California, with an assigned policyholders’ Rating of A- (or higher) and a Financial Size Category Class VII (or larger), in accordance with the latest edition of Best’s Key Rating Guide.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Waiver of Subrogation
All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against the City, its elected or appointed officers, agents, officials, employees, and volunteers, or shall specifically allow Contractor, or others providing insurance evidence in compliance with these specifications, to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against the City and shall require similar written express waivers and insurance clauses from each of its subconsultants or subcontractors.
Enforcement of Contract Provisions (non estoppel)
Contractor acknowledges and agrees that any actual or alleged failure on the part of the Agency to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City, nor does it waive any rights hereunder.
Specifications not Limiting
Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If Contractor maintains higher limits than the minimums required above, the entity shall be entitled to coverage at the higher limits maintained by Contractor.
Notice of Cancellation
Contractor agrees to oblige its insurance agent or broker and insurers to provide to the City with thirty (30) calendar days’ notice of cancellation (except for nonpayment for which ten (10) calendar days’ notice is required) or nonrenewal of coverage for each required coverage.
Self-insured Retentions
Any self-insured retentions must be declared to and approved by the City. The City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible.
Self-insurance will not be considered to comply with these specifications unless approved by the City’s Risk Manager.
Timely Notice of Claims
Contractor shall give the City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.
Additional Insurance
Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgement may be necessary for its proper protection and prosecution of the Work.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachments
The following attachments are to be incorporated and
included as part of the CONTRACT DOCUMENTS for
Rotary Park Basketball Courts, IFB 202526-28, CDBG B-20-MW-06-0053 Attachment A, CDBG Exhibits, 62 pages
Attachment B, Technical Specifications by Westwood Engineering, 76 pages Attachment C, Project Plan Sheets by Westwood Engineering, 6 pages Attachment D, Sample Construction Agreement, 18 pages Attachment E, General Decision Number CA 20260018, 05/18/2026, 41 pages Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
CDBG EXHIBITS CHECKLIST
Exhibit Description When to
Submit
A Title 49, Code of Federal Regulations (CFR), Part 29 Debarment and Suspension Certification (Form to be submitted with Bid Proposal for both Bidder and Subcontractors) DOL Requirement
With Bid
B Certification with Regard to the Performance of Previous Contracts or Subcontracts Subject to the Equal Opportunity Clause and the Filing of Required Reports
With Bid
C Certification-Minority Contractors With Bid
D Ethnicity Information With Bid
E Statement of Work Force Needs (Marked “Preliminary”) With Bid F U.S. Department of Housing and Urban Development Section 3 Plan
Prior to
Award
G Certification of Nonsegregated Facilities Prior to
Award
H Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246)
Informational
I Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246)
Informational
J Employment Opportunities for Businesses and Lower Income Persons in Connection with Assisted Projects
Informational
K Employment Opportunities for Businesses and Lower Income Persons in Connection with Assisted Projects Bidding Requirements Informational
L Federal Wage Rates Informational
M Federal Labor Standards Provisions (HUD 4010) Informational N State Labor Standards Provisions Informational
O Contractor’s Subcontractor’s Certification Concerning State Labor Standards and Prevailing Wages
With Bid
P Contractor’s Guaranty With Bid
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 1 of 62
EXHIBIT A
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29 DEBARMENT AND SUSPENSION
CERTIFICATION
The bidder , proposed subcontractor , under penalty of perjury, certifies that, except as noted below, he/she or any person associated there within the capacity of owner, partner, director, officer, manager:
is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency;
has not been suspended, debarred, voluntarily excluded, or determined ineligible by any federal agency within the past 3 years,
does not have a proposed debarment pending; and
has not been indicted, convicted, or had a civil judgement rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this certification, insert the exceptions in the following space:
( ) No Exceptions
Exceptions will not necessarily result in denial of award but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action:
NOTE: Providing false information may result in criminal prosecution or administrative sanctions.
The above certification is part of the Proposal. Signing the Proposal on the signature portion thereof shall also constitute signature of this Certification.
By my signature on this proposal, I certify, under penalty of perjury under the laws of the State of California and the United States of America, that the Title 23 United States Code, Section 112 Non-Collusion Affidavit and the Title 49 Code of Federal Regulations, Part 29 Debarment and Suspension Certification are true and correct.
Bidder/Subcontractor:
By: Date:
Title:
NOTE: Shall be submitted with bid by contractor and subcontractors Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 2 of 62
EXHIBIT B
CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR
SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF
REQUIRED REPORTS
The bidder _______________, proposed subcontractor ____________, hereby certifies that he has ___, has not ___, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114, or 11246, and that he has ___, has not ___, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee or Equal Employment Opportunity, all reports due under the applicable filing requirements.
(Company)
By:
Date: (Title)
NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b)(1)) and must be submitted by bidders and proposed subcontractor only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b)(1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Director, Office of Federal Contract Compliance, U. S. Department of Labor.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 3 of 62
EXHIBIT C
CERTIFICATION-MINORITY CONTRACTORS
HUD, Comm. Dev.
LWCF, 1974 STATE BOND ACT
NOTE: The bidder shall check Box A or Box B. If the bidder does not check a box it will be deemed that he has checked Box A.
The Bidder certifies that:
A. I do not intend to subcontract any work on this project.
B. I do intend to subcontract portions of the work on this project.
In accordance with the provisions of "Participation by Minority Business Enterprises in Subcontracting," (page MBE-1) of the special provisions, I have taken affirmative action to seek out and consider minority business enterprises for the portions of the work which are intended to be subcontracted and that such affirmative actions are fully documented in my records and are available upon request. In addition, I will take such affirmative action on any future subcontracting for the life of this contract.
The above certification is required by Executive Order 11625 BIDDER:
BY:
DATE:
TITLE:
NOTE: SHALL BE SUBMITTED WITH BID
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 4 of 62
PARTICIPATION BY MINORITY BUSINESS ENTERPRISES
IN SUBCONTRACTING (EXECUTIVE ORDER 11625)
1. A bidder who intends to subcontract a portion of the work shall certify that affirmative action has been taken to seek out and consider minority business enterprises as potential subcontractors.
2. Affirmative action shall consist of seeking out minority business enterprises that are potential subcontractors and actively soliciting their interest, capability and actively soliciting their interest, capability, and prices; and documenting such action.
3. A “Minority business enterprise” shall mean a business of which at least fifty (50) percent is owned by minority group members, or in the case of publicly owned by minority group members. “Minority group members” are defined as American Negroes, Spanishspeaking American persons, American Asians, American Indians, American Eskimos, and American Aleuts.
4. A form has been included in the Proposal Section, to be completed by the bidder which will satisfy the certification requirements for affirmative action at the time of submitting the bid.
5. Should the bidder fail to submit this certification or submit a false certification, the bid will be rendered non-responsive.
6. Should the Contractor request permission to subcontract a portion of the work at any time during the life of the contract afterthe bid submittal, certification of affirmative action, as provided in paragraph (b) shall be furnished, if it has not been done so during the bidding stage. Forms for this certification will be available from the STREETS AND STORM DRAIN OPERATIONS MANAGER.
7. The Contractor shall designate and make known to the STREETS AND STORM DRAIN OPERATIONS MANAGER a liaison office to administer the contract’s minority business enterprise program.
8. Sanctionsfor Noncompliance: In the event of the Contractor’s noncompliance with the provisions of this Section, the Owner shall impose such contract sanctions as it or the Department of Housing and Urban Development may determine to be appropriate, including, but limited to:
a) Withholding of payments to the Contractor under the contract until the Contractor complies, and/or
b) Cancellation, termination, or suspension of the contract, in whole or in part.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 5 of 62
EXHIBIT D
ETHNICITY INFORMATION
This projectisfunded in whole orin part by funds administered by the U.S.Department of Housing and Urban Development (HUD). Federal regulations require all agencies utilizing HUD funds to collect ethnicity information on all bidders of HUD funded projects. Please provide the requested ethnicity information in the space provided below. This information will not be used in determining the lowest responsive bidder for the project. However, failure to provide the requested information could result in the bid being deemed “nonresponsive”.
The entity, , submitting a bid for
(Company Name)
project is a:
(Project Name)
CHECK ALL THAT APPLY:
Women’s Business Enterprise (WBE)
Minority Business Enterprise (MBE)
Black African Racial Groups (Not of Hispanic Origin)
Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race) Asian and Pacific Island (all persons having originsin anyorthe original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands) American Indian or Alaskan native (all persons having origins in any of the original peoples of North American and maintaining identifiable tribal affiliation through membership and participation or community identification) None of the above
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 6 of 62
EXHIBIT E
STATEMENT OF WORK FORCE NEEDS
° Preliminary (Anticipated) (See following for instructions) ° Final (Completion)
PROJECT:
THIS PROJECT AGGREGATE WORK FORCE
1. Company 2. Trade/
Classificat
ion
3. No. of
Employees
4. No. of
Lower Income
Residents
5. % of Lower
Income
Residents
6. Total
Lower
Income
Residents
7. Total No. of
Employees
C
Ap
Tr
C
Ap
Tr
C
Ap
Tr
C
Ap
Tr
C
Ap
Tr
C
Ap
Tr
BIDDER:
BY: DATE:
TITLE: Page of
NOTE: Form marked preliminary shall be submitted with bid Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 7 of 62
INSTRUCTIONS FOR STATEMENT OF WORK FORCE NEEDS
This form must be completed and submitted by the Bidder prior to award of the Contract. Award may be expedited if the form is submitted with the Bid. Failure to submit the form prior to award will result in rejection of the bid.
The form will also be submitted by the Prime Contractor upon completion of the project.
When submitting with bid or prior to award, enter anticipated work force needs. When submitting at project completion, enter actual work force used.
1. Company's Name
Any bidder of prime contractor of
subcontractor who has a federally
involved contract or sub-contract, or who
is the successful bidder on same.
2. Trade Only those crafts covered under
applicable Federal bid conditions.
3. Classification
The level of accomplishment or status of
the worker in the trade. (C = Craftworker
Qualified, Ap = Apprentice, Tr = Trainee)
4. Number of Employees The total number of employees in each classification.
5. Number of Lower Income Residents* The total number of lower income residents employed in each classification.
6. Percent of Lower Income Residents
The percentage of total lower income
residents of all employees (column 4
divided by column 3)
7. Total Number of Lower Income
Residents
Number of lower income residents
working n company's aggregate work
force.
8. Total Number of Employees Number of all employees working in company's aggregate work force.
* For purposes of this Section 3 covered project, "lower income residents" means any individual who resides within the area of a Section 3 covered project, and whose family income does not exceed that shown in the table below:
PROJECT AREA
MADERA COUNTY
NUMBER OF PERSONS IN FAMILY
80% of
Median Income =
1 2 3 4 5 6 7 8
$54,400 $62,200 $59,950 $77,700 $83,950 $90,150 $96,350 $102,6 00 (Note: Income limits are subject to change annually. These limits are as of June 1, 2026.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 8 of 62
EXHIBIT F
U.S. DEPT. OF HOUSING AND URBAN DEVELOPMENT SECTION 3 PLAN Section 3 is a provision of the Housing and Urban Development Act of 1968, which requires that programs of direct financial assistance administered by the U. S. Department of Housing and Urban Development (HUD) provide, to the greatest extent feasible, opportunities for job training and employment to lower income residents in connection with projects in their neighborhoods. Further, to the greatest extent feasible, contracts in connection with these projects are to be awarded to local businesses. Section 3 is a tool for fostering local economic development, neighborhood economic improvement and individual selfsufficiency.
Statute: Section 3 of the HUD Act of 1968, as amended
Regulation: 24 CFR Part 135, “Employment Opportunities for Businesses and Lower Income Persons in Connection with
Assisted Projects (Reserved)
This project is funded through the Housing and Urban Development Act of 1968. Section 3 of that Act requires contractors and subcontractors (including housing authorities) to assure that:
Lower income project area residents have the maximum opportunity of employment and training on this project; and
Small businesses located in the project area, or owned in substantial part by persons residing in the project area, will be utilized to the fullest extent possible as recipients of contracts.
To comply with this requirement, the lowest responsible bidder and applicable subcontractors must adopt and file the attached approved Section 3 Affirmative Action Plan or develop and file their own Section 3 Affirmative Action Plan with the City of Madera. A Section 3 Plan shall be required for all contract awards. The Section 3 Plan shall be submitted from the prime contractor and be required of all contractors and subcontractors receiving direct or indirect federal funding under HUD programs. Failure to adopt the Section 3 Plan is considered to be non-responsive and shall be grounds for rejection of the bid. Master Section 3 Plans are based upon federal guidelines. Contractors and/or subcontractors who wish to develop their own Section 3 Affirmative Action Plan may obtain the applicable federal guidelines from the City of Madera.
All Contractors and Subcontractors must sign the Section 3 Assurance, regardless of the amount of the contract or subcontract award. Failure to sign the Section 3 Assurance is considered to be non-responsive and shall be grounds for rejection of the bid.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 9 of 62
SECTION 3 CLAUSE
All Section 3 covered contracts shall include the following clause (referred to as Section 3 clause):
A. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 US.C. 1701u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-Assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing.
B. The parties to this contract agree to comply with HUD’s regulations in 24 CFR part 135, which implements Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the part 135 regulations.
C. The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers representative of the contractor’s commitments under this Section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice.
The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin.
D. The contractor agrees to include this Section 3 clause in every subcontract subject to compliance with regulations in 24 CFR Part 135, and agrees to take appropriate actions, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding the subcontractor is in violation of the regulations in 24 CFR part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR Part 135.
E. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed, were not filled to circumvent the contractor’s obligations under 24 CFR part 135.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 10 of 62
F. Noncompliance with HUD’s regulations in 24 CFR Part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contacts.
G. With respect to work performed in connection with Section 3 covered Indian housing assistance, section 7(b) of the Indian Self-Determination and Education Assistance Act (25US.C. 405e) also applies to the work to be performed under this contract.
Section 7(b) requires that to the greatest extent feasible (c) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprise. Parties to this contract that are subject to the provision of Section 3 and Section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with Section 7 (b).
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 11 of 62
SECTION 3 AFFIRMATIVE ACTION PLAN
In accordance with the Housing and Urban Development Act of 1968, as amended, and the regulations pursuant to that Act.
(CONTRACTOR)
Agrees to comply with Section 3 of the Act by assuring that to the greatest extent feasible:
Training and employment opportunities will be given to
lower income residents of the project; and
Contracts for work in connection with the project will be awarded to business concerns which are located in or
owned in substantial part by persons residing in the area of project.
will initiate the following actions to ensure utilization of lower income project residents as employees or trainees and to incorporate project area small businesses as subcontractors and suppliers:
1. The Contractor will establish and maintain a directory of service organizations, job referral agencies and workforce training programs operating within, or servicing, project area residents.
2. The Contractor will submit prior to the award of a contract, a signed assurance that it will comply with Section 3 regulations and requirements.
3. The Contractor will submit prior to the signing of a contract, a statement of work force needs, including trainee positions.
4. The Contractor will notify community-based organizations of available employment opportunities, and shall maintain records of responses from such organizations.
5. The Contractor will make continuing personal recruitment efforts directed to such service organizations and to schools with lower income resident training programs with which he is familiar.
6. The Contractorwillmaintain a file ofthe names and addresses of each low income resident worker referred to him and that action was taken with respect to each such referred worker and, if the worker was not employed the reasons therefore. (Attached)
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 12 of 62
7. The Contractor will include the Section 3 clause in every subcontract for work in connection with HUD-assisted projects. (Attached)
8. For each subcontract, the Prime Contractor will submit, prior to Contract award, the Section 3 Affirmative Action Plans of its subcontractors.
9. The Contractor will not attempt to circumvent Section 3 Provisions.
10. The Contractor will, to the greatest extent feasible, attempt to employ or fill training positions with lower income project area residents, it will, as a minimum, provide evidence of the following:
(a) Attempts to recruit from the project area through local advertising media, community organizations, public and private agencies operating within or serving the project area, such as the State Employment Department, andthe Private Industry Council.
(b) Maintain a list of all lower income area residents who have applied either on their own or on referral from any source, and that he has employed such persons if otherwise qualified and if an opening exists.
11. The Contractor will, to the greatest extent feasible, attempt to incorporate project area businesses as Subcontractors and Suppliers.
12. The Contractor will provide the Section 3 workforce and business utilization reports required under this contract.
13. If a Contractor or labor union refuses to make a good faith effort in carrying out Affirmative Action requirements, the city will so notify the Department of Housing and Urban Development.
fully realizes failure of refusal to comply and give
satisfactory assurances of future compliance with the requirements of this Affirmative Action Plan shall be proper basis for any or all of the following actions: Cancellation, termination or suspension in whole or in part of the contract; a determination of ineligibility or debarment from any further contracts under any federal program with respect to which the failure or refusal occurred until satisfactory assurance of future compliancy has been received.
Authorized Signature: _____________________________
FORM MUST BE COMPLETED AND SUBMITTED PRIOR TO AWARD
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 13 of 62
SECTION 3 ASSURANCE
We the undersigned __________________________________, as official representative of (Representative)
______________________________ agree to comply with Section 3 requirements for (Contractor)
the ______________________________ . It is understood that failure to comply may result (Project)
in the following sanctions: cancellation, termination, or suspension in whole or in part of this Contract.
********************************************************************
1. How many positions will be needed on this project? _________________________________ Occupational Categories (Provide detail in Attachment A)
2. How many of these positions will be filled by your regular, permanent employees? ________
3. How many positions are projected to be filled by low-income are residents? ________ Occupational Categories (Provide detail in Attachment A)
4. How many subcontractors will be utilized for this project? ____________________________
5. Of these subcontractors, how many are Section 3 subcontractors? _____________________
6. How many businesses/suppliers will be utilized? ___________________________________
7. Of these, how many are section 3 businesses? _____________________________________
8. Complete Attachment B
Authorized Signature: ___________________________ Date: _______________________ Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 14 of 62
SECTION 3, Attachment A
ESTIMATED PROJECT WORK FORCE BREAKDOWN
Job Category Total Estimated Number of Number of Number of Positions Positions needed Positions Positions Not to be Filled with for Project Occupied by Occupied Section 3 Residents
Permanent
Employees
Supervisors
Profession
Technical
Office/Clerical
Other
TRADE:
Journeyman
Apprentice
Trainees
Others
TRADE:
Journeyman
Apprentice
Trainees
Others
Section 3 Resident
Individual residing within the Section 3 Area whose family income does not exceed 80% of the median income in the
Metropolitan Statistical Area of the county if not within a MSA in which the Section 3 covered project is located.
(See attached income schedule).
NOTE: This document must be submitted with bid
documents.
Project Name
Project Number
Person Completing Form
Date
Company
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 15 of 62
Section 3 Implementation Strategy
The City of Madera has adopted the following Section 3 implementation strategy in an effort to meet its responsibilities under Section 3 of the Housing and Community Development Act.
A. Strategies for expanding contracting opportunities for Section 3 businesses and lowincome persons:
The City shall participate in local workshops, which may be attended by eligible Section 3 businesses.
The City shall secure from the California Department of Transportation, Office of Business & Economic Opportunity (1823 14th Street, Sacramento, CA 95811, 916-324- 0449) and the California Department of General Services (707 3rd, 1st Floor, Room 400, West Sacramento, CA, 95811, 916-324-0449) listings of disadvantaged, minority and disabled veterans enterprise listings that qualify as Section 3 businesses. Section 3 businesses will be placed on the City's contractor bid list and provided with bid and RFP announcements.
The City will explore contracting with residents or resident owned businesses for work contracted out by the City.
The City will include the Section 3 clause in all contracts and encourage general contractors to consider contracting with Section 3 businesses for subcontract work. The City will, as part of its bid documents, include the following:
The City's Section 3 goals for jobs, training, and Section 3 businesses.
If available, a list of Section 3 businesses and subcontractors interested in work related to the contract being bid.
A Section 3 Affirmative Action Plan is to be submitted by all contractors submitting bids. The Section 3 plan will serve as the key mechanism for insuring that contractor’s make an affirmative effort in meeting the contracting employment, and training requirements under Section 3. The Plan will also serve as one basis for monitoring performance and evaluation the City's Section 3 effort.
The City's Section 3 Plan requirements will be discussed as part of the pre-bid meetings for these contracts.
The City will divide contract work up to allow greater opportunities for participation by Section 3 businesses.
The City will conduct outreach activities as part of its effort to notify Section 3 area businesses of construction, purchasing and service contract opportunities. These outreach activities will include advertising in the local media, sending notices to local Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 16 of 62
organizations (such as the Hispanic Chamber of Commerce), businesses, builders, and contractor associations/plan rooms.
B. Strategies for expanding training opportunities for Section 3 area residents The City will establish a Skill Level Training Registry to aid in identifying residents of public housing interested in training.
The City will alert residents to local training opportunities.
The City will coordinate training efforts with local Workforce Development Center program.
The City will sponsor and establish its own training program for residents where funds are available to do so.
The City will offer its work sites as job training sites for Workforce Development Center, Gain, and other job training programs.
The City shall encourage contractors and subcontractors to provide on the job training opportunities for residents.
C. Strategies for expanding job opportunities for Section 3 area residents The City will establish an Employment Interest Registry to aid in identifying residents’ interest in employment opportunities.
The City will announce City job opportunities to residents through the media and encourage resident applications for these opportunities.
The City will attempt to hire residents who have satisfactorily completed City sponsored training programs.
The City will refer residents identified through its Employment Interest Registry to possible job opportunities with contractors and subcontractors under contract to complete work for the City. (See Section 3 Plan under A above) D. Annual Goals
The City will affirmatively pursue meeting the Department of Housing and Urban Development's Section 3 training, employment, and contract goals for fiscal years 1995, 1996 and 1997 (refer to Section 3, Requirements and Goals). The City's progress towards meeting these goals shall be reviewed annually and based on that review the City shall revise and/or adjust its efforts as may be necessary.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 17 of 62
Section 3 - Requirements and Goals
Recently, the Federal Register published rules regarding the implementation of Section 3 of the Housing and Urban Development Act of 1968. Section 3 requires that economic opportunities generated by HUD grants, operating subsidies and Section 8 funding shall to the greatest extent feasible, be given to low and very low income persons. The following is an outline of the new requirements:
Recipients may demonstrate compliance with the "greatest extent feasible" requirement of Section 3 by meeting numerical goals for training, employment and contracting opportunities to Section 3 residents and Section 3 business concerns. These goals apply to the total funds awarded in any federal fiscal year commencing with the first fiscal year 1995. Numerical goals represent minimum numbers.
A. Training and Employment - New Hires
The goals reflect aggregate new hires. Efforts are to be made at all skill levels. Recipients, contractors, and subcontractors may demonstrate compliance by committing to employ:
1. 10% of the aggregate new hires for the one-year period beginning in 1995.
2. 20% of the aggregate number of new hires for the one-year period beginning in fiscal year 1996.
3. 30% of the aggregate number of new hires for the one-year period beginning in fiscal year 1997 and continuing thereafter.
B. Contracts
Recipients and contractors and subcontractors may demonstrate compliance by committing to award:
1. At least 10% of the total dollar amount of all Section 3 covered contracts for maintenance, repair, modernization or development of public housing, or for trades work arising in connection with housing rehabilitation, housing construction and other public construction;
2. At least 3% of the total dollar amount of all other Section 3 covered contracts (professional contracts with architects and STREETS AND STORM DRAIN OPERATIONS MANAGERs). 24CFR – Part 135.30 (L) (2)
C. Safe Harbor and Compliance Determination
In the absence of evidence to the contrary a recipient that meets the minimum numerical goals above will be in compliance with the Section 3 preference requirement. A recipient that has not met the numerical goals has the burden of demonstrating why it was not feasible to meet the numerical goals.
D. City Responsibilities
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Attachment A, CDBG Exhibits, Page 18 of 62
The City of Madera has the responsibility to comply in its own operations and to ensure compliance in the operations of its contractors and subcontractors. This responsibility includes, but may not necessarily be limited to:
1. Implementing procedures designed to notify Section 3 residents about training and employment opportunities generated by Section 3 and Section 3 business concerns about contracting opportunities generated by Section 3;
2. Notifying potential contractors for Section 3 covered projects of the requirements for Section 3;
3. Facilitating the training and employment of Section 3 residents and the award of contracts to Section 3 business concerns.
E. Preference for Training and Employment Opportunity
In Housing and Community Development Programs, priority consideration shall be given, where feasible, to:
1. Section 3 residents residing in the service area (Madera city limits) or neighborhood in which the Section 3 covered project is located; and
2. Participants in HUD Youth Build Programs.
3. Where the Section 3 projects are assisted under the Stewart B. McKinney Homeless Assistance Act, homeless persons residing in the service area or neighborhood in which the Section 3 covered project is located shall be given the highest priority;
4. Other Section 3 residents.
F. Preference in Contracting - Opportunity
In Housing and Community Development Programs, priority consideration shall be given, where feasible, to:
1. Section 3 business concerns that provide economic opportunities for Section 3 residents in the service area or neighborhood in which the Section 3 covered project is located;
2. Applicants selected to carry out HUD Youth Build Programs;
3. Other Section 3 business concerns.
G. Eligibility for Preference
A business concern seeking to qualify for contracting preference shall certify or submit evidence, if requested, that it is a Section 3 eligible business. All Section 3 business concerns seeking a contract shall submit evidence, if requested, sufficient to demonstrate to the satisfaction of the party awarding the contract that the business is responsible and Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 19 of 62
has the ability to perform successfully under the terms and conditions of the proposed contract.
All Section 3 covered contracts shall include the Section 3 clause.
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SECTION 3 RESIDENT TRAINING AND EMPLOYMENT OPPORTUNITIES – EXAMPLES
1. Entering into "first Source" hiring agreements with organizations representing Section 3 residents.
2. Sponsoring a HUD certified "step up" employment and training program.
3. Establishing training programs which are consistent with the requirements of the Department of Labor for Public and Indian Housing residents and other residentsin the building trades.
4. Advertising the training and employment positions by distributing flyers which identify the positions to be filled, the qualifications, where to obtain additional information and the application process to every occupied dwelling unit in the housing development or developments where Section 3 persons reside.
5. Advertising training and employment positions by posting flyers which identify the positions to be filled, qualifications required, etc. in the common areas or other prominent areas of the housing developments.
6. Contacting resident council, resident management corporations or other resident organizations.
7. Sponsor (scheduling, advertising, financing, or providing any kind services) a job informational meeting to be conducted by a City of Madera's or Contractor representative.
8. Arranging assistance in conducting job interview and completing job applications for residents of the housing development being modernized.
9. Arranging for a location in a housing development where job applications may be delivered and collected by recipient or contractor.
10. Conducting job interviews at the housing development.
11. Contacting agencies administering HUD Youth build programs.
12. Consulting with state and local agencies administering training programs funded through JTPA or JOBS to assist with recruiting Section 3 residents for the City of Madera's or contractors training in employment positions.
13. Advertising the jobs to be filled through the local media such as community television networks, newspapers of general circulation and radio advertising.
14. Employing Section 3 residents directly on either a permanent ortemporarybasis Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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to perform work generated by Section 3 assistance, i.e. force account labor.
15. Maintaining a file of eligible qualified Section 3 residents for future employment positions.
16. Undertaking job counseling, education, and related programs in association with local educational institutions.
17. Undertaking continuing job training efforts as maybe necessary to ensure continued employment of Section 3 residents previously hired.
18. After selection of bidders but prior to execution of contracts, incorporating into the contract a negotiated provision for a specific number of public housing or other Section 3 residents to be trained or employed on the Section 3 covered assistance.
Coordinating planning and implementation of economic development throughjob training and preparation and business development assistance for residents.
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Attachment A, CDBG Exhibits, Page 22 of 62
CONTRACT AWARDS TO SECTION 3 BUSINESS CONCERNS – EXAMPLE
1. In determining the responsibility of potential contractors, considering their record of Section 3 compliance on previous jobs.
2. Contacting business assistance agencies, minority contractor associations and community organizations to inform them of contracting opportunity and requesting their assistance in identifying Section 3 businesses.
3. Advertising contracting opportunities by posting notices which provide general information about the work to be contracted and where to obtain additional information.
4. Contacting resident council, resident management corporation or other organizations for their assistance in identifying Section 3 business concerns.
5. Providing written notice to all Section 3 business concerns of the contracting opportunities.
6. Following up with business concerns that have expressed interest in the opportunities.
7. Coordinating pre-bid meetings at which Section 3 firms could be informed of upcoming contracting and subcontracting opportunities.
8. Carrying out workshops on contracting procedures of specific contract opportunities in a timely manner so Section 3 business concerns can take advantage of upcoming opportunities. Other languages than English may be used where appropriate.
9. Advising Section 3 business concerns as to where they may seek assistance to overcome limitations such as inability to obtain bonding, lines of credit, financing or insurance
10. Arranging solicitations, bid times, quantities, etc. in such a way as to facilitate participation by Section 3 business concerns.
11. Where appropriate, breaking out contract work items into economically feasible units to facilitate participation.
12. Contacting agencies administering HUD Youth Build programs.
13. Advertising the contracting opportunities through trade associations, papers, newsletters, etc.
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14. Developing a list of eligible Section 3 business concerns.
15. Establishing or sponsoring programs designed to assist residents in the development of resident owned business.
16. Establishing numerical goals (number of awards and dollar amounts of contracts) for award of contracts to Section 3 businesses.
17. Supporting businesses which provide economic opportunities to low income persons by referring them to the SBA Department of Commerce, etc.
18. Encouraging financial institutions to provide no interest loans to Section 3 business concerns under the Community Reinvestment Act.
19. Actively supporting joint ventures.
20. Supporting development or maintenance of business incubators.
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Attachment A, CDBG Exhibits, Page 24 of 62
Procurement Procedures that Provide Preference for Section 3 B A. Small purchase procedures for Section 3 covered contracts no more than $25,000:
1. Solicitations
Quotations may be solicited by telephone, letter or other informal procedure provided the manner of solicitation provides for participation by a reasonable number of competitive sources. At the time of solicitation, the parties must be informed of:
∗ The Section 3 covered contract to be awarded with specificity ∗ The time period within which quotations must be submitted ∗ The information that must be submitted with each quote There must be an attempt to obtain quotations from a minimum of three qualified sourcesin orderto promote competition. Fewerthan three quotes are accepted when the contracting party has attempted but has been unable to obtain sufficient number. In unusual circumstances the sole quote may be accepted provided the price is reasonable. In all cases, the contracting party shall document the circumstances where it has been unable to obtain atleast three quotes.
B. Award Caps
Where the Section 3 contract is to be awarded based upon the lowest price, the contractshall be awarded to the qualified Section 3 business concern with the lowest responsive quotation ifitisreasonable and nomore than 10%higherthanthe quote of the lowestresponsive quotation from a qualified source. If no responsivequotationby a qualified Section 3 business concern is within 10% of the lowest responsive quotation for many qualified sources, the award shall be made to the source with the lowest quote.
C. If a Section 3 covered contract is to be awarded based on a factor other than price, a request for quotation shall be issued by developing the particulars of the solicitation, including a rating system for the assignment of points to evaluate the merits of each quotation. Solicitation needs to identify all factors to be considered including price or cost. The rating system shall provide for a range of 15 - 25 percent of the numberof available ratingpointsto be set aside forthe provision of preference for Section 3 businesses.
D. Procurement by Sealed Bid
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Preference (24 CFR 135.36 and Appendix to Part 135) in the award of Section 3 covered contracts that are awarded under a sealed bid process may be provided as follows:
1. Bids shall be solicited from all businesses, Section 3 and non Section 3. An award shall be made to the qualified Section 3 business concern with the highest priority ranking and the lowest responsive bid. If that bid; a) is within the maximum total contract price established in the contracting party's budget for the specific project for which the bids are being taken and;
b) is not more than "X" higher than the total bid price of the lowest responsive bid from any responsible bidder. "X" is determined as follows:
When the lowest responsive bid is less than $ 100,000... 10% of that bid or $9,000
When the lowest responsive bid is:
X = Lessor of
At least $100,000 but less than $200,000 9% of that bid or $ 16,000 At least $200,000 but less than $300,000 8% of that bid or $ 21,000 At least $300,000 but less than $400,000 7% of that bid or $ 24,000 At least $400,000 but less than $500,000 6% of that bid or $ 25,000 At least $500,000 but less than $1 million 5% of that bid or $ 40,000 At least $1 million but less than $2 million 4% of that bid or $ 60,000 At least $2 million but less than $4 million 3% of that bid or $ 80,000 At least $4 million but less than $7 million 2% of that bid or$105,000 $7 million or more 1.5% of the lowest responsive bid
c) If there is no responsive bid by a Section 3 business concern meeting the requirements of the bid, the contract shall be awarded to a responsible bidder with the lowest responsive bid.
2. The City of Madera is required to select contractors based on the highest responsive Section 3 bidder and lowest cost responsible bidder (has abilityto perform contract). The preference for awarding contracts which hires residents follows this priority:
Preference #1 - Eligible resident residing in the project area.
Preference #2 - Participants in HUD Youthbuild programs.
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Preference #3 - Homeless persons residing in the project area.
Preference #4 - Residents of public housing operated by Madera and Fresno County Housing Authorities.
Preference #5 - Other Section 3 residents of Madera and Fresno Counties.
We are also required to give preference in awarding contracts to:
Preference #1 - Business concerns that provide economic opportunity for Section 3 residents in the project area.
Preference #2 - Business applicants selected to carry out HUD Youthbuild programs.
Preference #3 - Business concerns that are 51 % or more owned by a Section 3 resident.
E. Competitive Proposal- Method (RFP)
For all contracts and subcontracts awarded a RFP shall identify all evaluation factors and their relative importance to be used to rate proposals.
One of the evaluation factorsshall address both the preference for Section 3 business concerns and the acceptability ofthe strategy formeeting the greatest extentfeasible requirement. The factorshallprovidefor a range of 15 - 25 percent ofthe totalnumber of available points to be set aside for the evaluation of these two components.
The evaluation factors must be designed to address the preference for Section 3 business concerns and must establish a preference for those concerned in order of priority ranking.
With respect to the Section 3 strategy the RFP shall require disclosure of the contractor's Section 3 strategy to comply with Section 3 training and employment preference or contracting preference or both. The contract shall be awarded to the responsible firm whose proposal is determined most advantageous considering price and all other factors.
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DEFINITIONS
Thresholds:
A. HousingandCommunityDevelopmentAssistance,thefollowingfourthresholdsapply:
1. Recipient Thresholds
a) The requirements of Section 3 apply to recipients of other housing and community development program assistance for Section 3 covered projects where the amount of the assistance exceeds $200,000.
2. Contractor and Subcontractor Thresholds
a) The requirements of Section 3 apply to contractors and subcontractors performing work on Section 3 covered projects for which the amount of the assistance exceeds $200,000 and the contract of subcontract exceeds $100,000.
3. Threshold Met for Recipients but not Contractors or Subcontractors a) Where a recipient receives Section 3 covered housing or community development assistance in excess of $200,000 but no contract exceeds $100,000, the Section 3 preference requirements only apply to the recipient.
4. Applicability of Section 3 to entire project or activity funded with Section 3 assistance
a) The requirements of Section 3 apply to the entire project or activity that is funded with Section 3 covered assistance, regardless of whetherthe Section 3 activity is fully or partially funded with Section 3 covered assistance.
Housing Development: Low Income Housing Owned, Developed or Operated by Public Housing Agencies.
New hires: Full time employees for permanent, temporary, or seasonal employment opportunities.
Section 3 Business Concern: Business concern:
1. that is 51 % or more owned by Section 3 residents or;
2. whose permanent full time employees include persons, at least 30% of whom are currently Section 3 residents, or within 3 years of the date of first employment with the business concern were Section 3 residents, or;
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3. that provides evidence of a commitment to subcontract in excess of 25% of the dollar award of all contracts to be awarded to business concerns that meet the qualification set forth in "Section 3 business concern. "
Section 3 Covered Contract: a contract or subcontract (including a professionalservice contract) awarded by a recipient or contractor for work generated by the expenditure of Section 3 covered assistance or for work arising in connection with Section 3 covered assistance.
Section 3 Covered Project: construction, reconstruction, conversion or rehabilitation of housing (including reduction and abatement of lead based paint hazards) or public construction which includes buildings or improvements (regardless of ownership) assisted with housing or community development assistance.
1. Section 3 covered contracts do not include contracts for the purchase of supplies and materials unless installation of those materials is called for. In that case it becomes a Section 3 covered contract.
Section 3 Resident: 1) a public housing resident or; 2) an individualwhoresidesinthemetro area in which the Section 3 covered assistance is expended and who is:
1. Low income person, i.e., families (including single persons) whose incomes do not exceed 80% of the median income for the area as determined by the Assistant Secretary; or
2. A very low income person, i.e., meaning families (including single persons) whose incomes do not exceed 50% of median family income for the area.
3. A person seeking the training and employment preference provided by Section 3 bears a responsibility of providing evidence (if requested) that the person is eligible for the preference.
Subcontractor: any entity (other than a person who is an employee of the contractor) that has a contract with a contractor to undertake a portion of the contractor's obligation for the performance of work generated by the expenditure of Section 3 covered assistance. Service Area:
Within the incorporated limits of the City of Madera.
Metro Area: Defined by the Office of Management and Budget as the Fresno Metropolitan Statistical Area #2840.(Madera City and Countywere included in the FMSAon July1, 1994.) Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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PROPOSED CONTRACTS/SUBCONTRACTS BREAKDOWN
Type of Contract
(Business or
Profession)
Total Number Total Approx.
Dollar Amount
Estimated No. of
Contracts to Section
3 Businesses
Estimated Dollar
amount to Section 3
Businesses
NOTE: This document must be submitted with bid
documents. Project Name
Project Number
Person Completing Form
Date
Company
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SECTION 3 REPORT
ACTUAL PROJECT WORK FORCE BREAKDOWN
Job Total Positions No. Positions Number of Number of
Category Needed for Occupied by Positions Not Positions Actually Project Permanent Occupied Filled with Section
Employees 3 residents
Supervisor
Profession
Technical
Office/Clerical
Others
TRADE:
Journeyman
Apprentice
Trainees
Others
TRADE:
Journeyman
Apprentice
Trainees
Others
Certification:
This company hereby certifies that the information
provided above is an accurate report of its Section 3
efforts.
This report must be completed and submitted with each
Contractor’s payment request.
Project Name
Project Number
Signature
Date
Company
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SECTION 3 CERTIFICATION
The implementation of Section 3 of the Housing and Urban Development Act of 1968 requires that CDBG Entitlement and HOME grant funds provide economic opportunities to Madera residents and businesses. In order for the City of Madera to comply with the requirements of Section 3,the City is providing an incentive to businesses and contractors who hire qualified Madera Section 3 residents.
City of Madera, Section 3 Business Certification form and City of Madera Resident Self Certification form with Income Limits for April, 2009 shall be submitted with your BID if you qualify as a Section 3 Business.
The HUD definition of a Section 3 Business is:
A business that is 51% or more owned by a Section 3 resident; or A business whose permanent full-time employeesinclude persons, at least 30% of whom are currently Section 3 residents, or whom were Section 3 residents in the past three years; or
Evidence of a commitmentto a Section 3 subcontractor whose contractisin excess of 25% of the award to the prime contractor.
The definition of a Section 3 Resident is:
An individual living in public housing; or
An individual who resides within the Madera City limits where the assistance is provided and who is a low income person (or family) whose income does not exceed 80% of the median income or a very low income person (or family) whose income does not exceed 50% of the median income as determined by the Assistance Secretary of HUD.
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CITY OF MADERA
SECTION 3 BUSINESS CERTIFICATION
24 CFR 135
1. Name of Company and Address:
Name
Street
City, Zip________________________
2. Phone and Fax numbers: Phone
Fax
3. Type of Business
4. State Contractor’s License and City of Madera Business License:
State City
5. Federal Tax ID Number:
6. Woman or Minority-Owned Business
Enterprise: W.B.E.: Yes No
M.B.E.: Yes No
7. Number of years in business:
8. Has your company worked on pervious H.U.D. sponsored construction projects?
9. Has your company worked on Government projects other than H.U.D. where certified payroll is required? Yes No
10. What is the current number of full-time and part-time employees? Full-Time Part-Time
11. What are the current numbers of full-time City of Madera residents, working for your business, who qualify as Section 3 eligible using the City of Madera Resident Eligibility Self Certification Form with Income Limits for June 1, 2026? a) Less than $34,000
b) Between $34,000 and $54,440
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c) Greater than $54,440
12. To determine what percentage of employees are applicable for Section 3 qualifications, make the following calculation:
♦ First add items A & B in number 11 above: Total
♦ Second, divide the total number of full-time employees (only) from number 10 above: Total
♦ Third, multiply the answer by 100%
Example:
1) Assume A&B = 3
2) Assume full-time employees = 6 3) Multiply .5 X 100% = 50% 4) If the percentage above is 30% or greater, you qualify for Section 3 Contractor.
I certify that the statements made on this sheet are true, complete, and correct to the best knowledge and belief, and made in good faith.
Date: Signature:
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CITY OF MADERA RESIDENT ELIGIBILITY SELF CERTIFICATIONFORM WITHINCOME LIMITS AS OF APRIL 2009
24 CFR 135
TheU.S. Department of Housing and Urban Development(HUD)monitorsourbusiness hiring practices on a Section 3 funded project. It is important, therefore, that the information below be provided. Please be aware that yourresponse, though needed, is voluntary and has no affect on your employment status.
Because these questions are personal in nature, your answers will be treated with confidentiality. Thank you for assisting us.
Name
Address
Phone No.
1. Number of individuals living in your household (including yourself)
2. Schedule of Section 3 total annual household income based on family size is shown below. Circle your income range. (Example: three (3) member family with income less than $43,150 qualifies as a Section 3 employee.) Family Size Income Level
1 Less than 54,400
2 54,400 – 62,200
3 62,200 – 69,950
4 69,950 – 77,700
5 77,700 – 83,950
6 83,950 – 90,150
7 90,150 – 96,350
8 96,350 – 102,600
3. Are you currently employed? Yes No
I certify thatthe statementsmade on thisformare true, complete, and correctto the best of my knowledge and belief and made in good faith.
Date: Signature:
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EXHIBIT G
CERTIFICATION OF NONSEGREGATED FACILITIES
CERTIFICATION TO BE SUBMITTED BY FEDERALLY ASSISTED CONSTRUCTION CONTRACTORS
OF APPLICANTS AND THEIR SUBCONTRACTORS (APPLICABLE TO FEDERALLY ASSISTED CONSTRUCTION CONTRACTORS AND RELATED SUBCONTRACTS EXCEEDING $10,000 WHICH ARE NOT EXEMPT FROM THE EQUAL OPPORTUNITY CLAUSE). THE FORM MUST BE SUBMITTED PRIOR TO AWARD.
CERTIFICATION OF NONSEGREGATED FACILITIES
The federally assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor certifies further that they will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of this certification is a violation of the equal opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting room, work areas, rest rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, sex or national origin, because of habit, local custom, or any other reason. The federally assisted construction contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause, and that he will retain such certifications in his files.
Date Signature and Title
IRS Employer Identification Number
Business Name
Address
NOTE: The penalty for making false statements in offers is prescribed in 19 U.S.C. 1001.
FORM SHALL BE SUBMITTED PRIOR TO BID AWARD
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EXHIBIT H
NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246)
1. The Bidder’s attention is directed to “Equal Opportunity” and “Standard Federal Equal Employment Opportunity Construction Contract Specifications” set forth in these Special Provisions
2. The goals for minority and female participation, expressed in percentage terms for the Contractor’saggregatedworkforceineachtradeonall constructionworkinthecovered area during specified time periods, are as follows:
MINORITY PARTICIPATION
Time Period Trade Goal
Until further notice All 23.6%
FEMALE PARTICIPATION
Time Period Goal
From 4-1-78 to 3-31-79 3.1%
From 4-1-79 to 3-31-80 5.0%
From 4-1-80 to 3-31-81 6.9%
These goals are applicable to all the Contractor’s construction work (whether or not it is Federal; or federally assisted) performed in the covered areas.
The Contractor’s compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmation action obligations required by the specification set forth in 41 CFR 60-4.3(a), and its effortsto meet the goals established for the geographical area where the contract resulting from this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees ortraineesfromContractorto Contractor orfromprojectto projectforthe sole purpose ofmeeting the Contractor’s goalsshall be violation of the contract, the Executive Order, and the regulations in 41 CFR part 60-4. Compliance with the goals will be measured against the total work hours performed.
3. The Contractor shall provide written notification to the STREETS AND STORM DRAIN OPERATIONS MANAGERing Department within ten (10) working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number; estimated dollar Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 37 of 62
amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in whichthe contact is to be performed.
4. As used in the Notice, and in the contract resulting from this solicitation, the “covered area” is Madera County, State of California.
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EXHIBIT I
STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS (EXECUTIVE ORDER 11246)
1. As used in these specifications:
a) “Covered area” means the geographic area described in Page EO-4 “Notice of Requirement for Affirmative Action to Ensure Employment Opportunity (Executive Order 11246)” of these special provisions.
b) “Director” means Director, Office of Federal Contract Compliance programs, United State Department of Labor, or any whom the Director delegates authority; c) “Employer identification number” means the Federal Social Security number used on the Employer’s Quarterly Federal Tax Return, U.S. Treasury Department Form 941.
d) “Minority” includes:
i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin);
ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); iii) Asian and Pacific Island (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Sub-continent, or the Pacific Islands); and
iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification).
2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trades, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation, and which is set forth in these special provisions.
3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with the Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 39 of 62
their participation in and compliance with the provisions of any such Hometown Plan.
Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or subcontractors toward a goal in an approved Plan does not excuse any covered Contractor’s or Subcontractor’s failure to take good faith efforts to achieve the Plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7o of these specifications. The goals set forth in these special provisions are expressed as percentages of the total hours of employment and training of minority and female employees. Contractor shall make reasonable efforts to achieve the specific affirmative action standards in each construction trade in which it has employees in the covered area. The Contractor is expected to make substantially uniform progress toward its goals in each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement, not the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor’s obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto.
6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor’s compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following:
a) Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor’s employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor’s obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 40 of 62
b) Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment source and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations’ response. c) Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken.
d) Provide immediate written notification to the Director when the union or unions with the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor’s efforts to meet its obligations.
e) Develop on-the-job training opportunities and/or participate in training programs for the area which expressly included minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor’s employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources complied under 7b above.
f) Disseminate the Contractor’s EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed.
g) Review, at least annually, the company’s EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layout, termination, or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendent, General Foreman, etc. prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 41 of 62
and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter.
h) Disseminate the Contractor’s EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor’s EEO policy with other Contractors and Subcontractors with whom the contractor does or anticipates doing business.
i) Directs recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor’s recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j) Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor’s workforce.
k) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR part 60-3.
l) Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m) Ensure that seniority practices, job classifications, work assignments, and other personnel practices, do not have a discriminatory affect by continually monitoring all personnel and employment related to ensure that the EEO policy and the Contractor’s obligation under these specifications are being carried out. n) Document and maintain a record of solicitations of offers for subcontracts from minority and female construction contractors and suppliers including circulation of solicitations to minority and female contractor associations and other business associations.
o) Conduct a review, at least annually, of all supervisors’ adherence to and performance under the Contractor’s EEO polices and affirmative action obligations.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 42 of 62
8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7o). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the contractor belongs may fulfill its obligations under 7a through 7o of these Specifications, subject to the following provisions: (1) that the Contractor actively participates in the group, (2) that the Contractor makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, (3) that the Contractor ensures that the concrete benefits of the program are reflected in the Contractor’s minority and female workforce participation, (4) that the Contractor makes a good faith effort to meet its individual goals and timetables, and (5) that the Contractor can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of minorities and women. The failure of such a group to fulfill an obligation shall not be a defense for the Contractor’s noncompliance.
9. A single goal for minorities and a separate single goal for women have been established.
The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive order if a specific minority group of women is underutilized.)
10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color religion, sex, or national origin.
11. The Contractor shall not enter into any Subcontractor with any person or firm debarred from Government contracts pursuant to Executive Order 11246.
12. The Contractor shall carry out such sanctions and penalties for violation of those specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended.
13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 43 of 62
requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8.
14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or labor), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, Contractors shall not be required to maintain separate records.
15. Nothing herein provided shall be constructed as a limitation upon the application of the laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program “Section 3 clause”).
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Attachment A, CDBG Exhibits, Page 44 of 62
EXHIBIT J
EMPLOYMENT OPPORTUNITIES FOR BUSINESSES AND LOWER INCOME
PERSONS IN CONNECTION WITH ASSISTED PROJECTS
(Published in Federal Register Vol. 38, No. 203, 10/23/73, pg. 29220) 24CFR 135.1 (a)(2): (Excerpt from Housing and Urban Development Act of 1968) In the administration by the Secretary of Housing and Urban Development of programs providing direct financial assistance in aid of housing, urban planning, development, redevelopment, or renewal, public or community facilities, and new community development, the Secretary shall – (i) require, in consultation with the Secretary of Labor, that to the greatest extent feasible opportunities for training and employment arising in connection with the planning and carrying out of any project assisted under any such program be given to lower income persons residing in the area of such project; and (ii) require, on consultation with the Administrator of the Small Business Administration, that to the greatest extent feasible contracts (and subcontracts) for work to be performed in connection with any such project be awarded to business concerns, including but not limited to individuals or firms doing business in the field of planning, consulting, design, architecture, building construction, rehabilitation, maintenance, or repair, which are located in or owned in substantial part by persons residing in the areas of such project. 24CFR 135.20(b): Assurance of compliance with Regulations (b) Every applicant, recipient, contracting party, contractor, and subcontractor shall incorporate, or cause to be incorporated, in all contracts for work in connection with a Section 3 covered project, the following clause (referred to as a Section 3 clause):
A. The work to be performed under this contract is on a project assisted under a program providing direct Federal Financial assistance from the Department of Housing and Urban Development and is subject to the requirement of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 170lu. Section 3 requires that to the greatest extent feasible opportunities for training and employment be given lower income residents of the project area and contracts for work in connection with the project be awarded to business concerns which are located in or owned in substantial part by persons residing in the area of the project.
B. The parties to this contract will comply with the provisions of said Section 3 and the regulations issued pursuant thereto by the Secretary of Housing and Urban Development set forth in 24 CRF 123, and all applicable rules and orders of the Department Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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issued thereunder prior to the execution of this contract. The parties to this contract certify and agree that they are under no contractual or other disability which would prevent them from complying with these requirements.
C. The Contractor will send to each labor organization or representative of workers with which he has a collective bargaining agreement or other contract or understanding, if any, a notice advising the said labor organization or workers’ representative of this commitment under this Section 3 clause and shall post copies of the notice in conspicuous places available to employees and applicants for employment or training.
D. The Contractor will include this Section 3 clause in every subcontract for work in connection with the project and will, at the direction of the applicant for or recipient of Federal financial assistance, take appropriate action pursuant to the subcontract upon a finding that the subcontractor is in violation of regulations issued by the Secretary of Housing and Urban Development, 24 CFR 135. The Contractor will not subcontract with any subcontractor where it has notice or knowledge that the latter has been found in violation of regulations under 24 CFR 135 and will net any subcontract unless the subcontractor has first provided it with a preliminary statement of ability to comply with the requirements of these regulations.
E. Compliance with the provisions of Section 3, the regulations set forth in 24 CFR 135, and all applicable rules and orders of the Department issued thereunder prior to the execution of the contract, shall be a condition of the Federal financial assistance provided to the project, binding upon the applicant or recipient for such assistance, its successors, and assigns.
Failure to fulfill these requirements shall subject the applicant or recipient, its contractors and subcontractors, its successors, and assigns to those sanctions specified by the grant or loan agreement or contract through which Federal assistance is provided, and to such sanctions as are specified by the grant or loan agreement or contract through which Federal assistance is provided, and to such sanctions as are specified by 24 CFR 135.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 46 of 62
EXHIBIT K
EMPLOYMENT OPPORTUNITIES FOR BUSINESSES AND LOWER INCOME PERSONS
IN CONNECTION WITH ASSISTED PROJECTS
(Published in Federal Register Vol. 38, No 203, 10/23/73, pg. 29220) 24 CFR 135.25 (a) Bidding Requirements:
(a) “Every applicant and recipient shall require prospective Contractors for work in connection with Section 3 covered projects to provide, prior to the signing of the contract, a preliminary statement of work force needs (skilled, semi-skilled, unskilled labor and trainees by category) where known; where not known, such information shall be supplied prior to the signing of any contract between contractors and their subcontractor.”
For purposes of this Section 3 covered project, “lower income residents” means any individual who resides within the area of a Section 3 covered project, and whose family income does not exceed that shown in the table below:
PROJECT AREA
MADERA COUNTY
NUMBER OF PERSONS IN FAMILY
80% of Median
Income =
1 2 3 4 5 6 7 8
39,150 44,750 50,350 55,900 60,400 64,850 69,350 73,800 (Note: Income limits are subject to change annually. These limits are as of January 14, 2021) For the purposes of this Section 3 covered project, the area of the Section 3 covered project shall be the boundaries of the City of Madera, State of California.
A form, “Preliminary Statement of Work Force Needs” is include in the Proposal, for compliance with 24 CFR 135.25 (a). Award of the contract may be expedited if the form is completed and submitted as part of the bid.
Bidders are cautioned that the contract WILL NOT be awarded until such time as the form is submitted to the contracting agency. Failure to submit the form will be cause for rejection of the bid, and may result in further sanctions and penalties as specified in 24 CFR 135.135.
The forms shall also be submitted upon completion of the project; showing the number of project area residents actually employed.
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Attachment A, CDBG Exhibits, Page 47 of 62
EXHIBIT L
FEDERAL WAGE RATES
Copy of wage determination can be found in IFB 202526-28 ATTACHMENT E Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 48 of 62
EXHIBIT M
FEDERAL LABOR STANDARDS PROVISIONS
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 49 of 62
Previous editions obsolete Form HUD-4010, (10/2023)
ref. Handbook 1344.1
1 HUD-4010 U.S. Department of Housing and Urban Development Federal Labor Standards Provisions Office of Davis-Bacon and Labor Standards A. APPLICABILITY
The Project or Program to which the construction work covered by this Contract pertains is being assisted by the United States of America, and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance.
1. Minimum wages and fringe benefits
i. All laborers and mechanics employed or working upon the site of the work (or otherwise working in construction or development of the project under a development statute), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of basic hourly wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. As provided in 29 CFR
5.5(d) and (e), the appropriate wage determinations are effective by operation of law even if they have not been attached to the contract. Contributions made or costs reasonably anticipated for bona fide fringe benefits under the Davis-Bacon Act (40 U.S.C. 3141(2)(B)) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (a)(1)(v) of these contract clauses; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics must be paid the appropriate wage rate and fringe benefits on the wage determination for the classification(s) of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer’s payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classifications and wage rates conformed under 29 CFR 5.5(a)(1)(iii)) and the Davis-Bacon poster (WH-1321) must be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. ii. Frequently recurring classifications
A. In addition to wage and fringe benefit rates that have been determined to be prevailing under the procedures set forth in 29 CFR part 1, a wage determination may contain, pursuant to § 1.3(f), wage and fringe benefit rates for classifications of laborers and mechanics for which conformance requests are regularly submitted pursuant to 29 CFR 5.5(a)(1)(iii), provided that:
1. The work performed by the classification is not performed by a classification in the wage determination for which a prevailing wage rate has been determined;
2. The classification is used in the area by the construction industry; and
3. The wage rate for the classification bears a reasonable relationship to the prevailing wage rates contained in the wage determination.
B. The Administrator will establish wage rates for such classifications in accordance with 29 CFR
5.5(a)(1)(iii)(A)(3). Work performed in such a classification must be paid at no less than the wage and fringe benefit rate listed on the wage determination for such classification. iii. Conformance
A. The contracting officer must require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract be Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Previous editions obsolete Form HUD-4010, (10/2023)
ref. Handbook 1344.1
2 classified in conformance with the wage determination. Conformance of an additional classification and wage rate and fringe benefits is appropriate only when the following criteria have been met:
1. The work to be performed by the classification requested is not performed by a classification in the wage determination; and
2. The classification is used in the area by the construction industry; and
3. The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination.
B. The conformance process may not be used to split, subdivide, or otherwise avoid application of classifications listed in the wage determination.
C. If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken will be sent by the contracting officer by email to [email protected]. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary.
D. In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer will, by email to [email protected], refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary.
E. The contracting officer must promptly notify the contractor of the action taken by the Wage and Hour Division under 29 CFR 5.5 (a)(1)(iii)(C) and (D). The contractor must furnish a written copy of such determination to each affected worker or it must be posted as a part of the wage determination. The wage rate (including fringe benefits where appropriate) determined pursuant to 29 CFR 5.5 (a)(1)(iii)(C) or (D) must be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification.
iv. Fringe benefits not expressed as an hourly rate
Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor may either pay the benefit as stated in the wage determination or may pay another bona fide fringe benefit or an hourly cash equivalent thereof.
v. Unfunded plans
If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, in accordance with the criteria set forth in 29 CFR 5.28, that the applicable standards of the Davis-Bacon Act have been met.
The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program.
vi. Interest In the event of a failure to pay all or part of the wages required by the contract, the contractor will be required to pay interest on any underpayment of wages.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 51 of 62
Previous editions obsolete Form HUD-4010, (10/2023)
ref. Handbook 1344.1
3 2. Withholding
i. Withholding requirements
The U. S. Department of Housing and Urban Development may, upon its own action, or must, upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for the full amount of wages and monetary relief, including interest, required by the clauses set forth in 29 CFR 5.5(a) for violations of this contract, or to satisfy any such liabilities required by any other Federal contract, or federally assisted contract subject to Davis-Bacon labor standards, that is held by the same prime contractor (as defined in 29 CFR 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to Davis-Bacon labor standards requirements and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the contractor liability for which the funds were withheld. In the event of a contractor’s failure to pay any laborer or mechanic, including any apprentice or helper working on the site of the work (or otherwise working in construction or development of the project under a development statute) all or part of the wages required by the contract, or upon the contractor’s failure to submit the required records as discussed in 29 CFR 5.5(a)(3)(iv), HUD may on its own initiative and after written notice to the contractor, sponsor, applicant, owner, or other entity, as the case may be, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased.
ii. Priority to withheld funds
The Department has priority to funds withheld or to be withheld in accordance with 29 CFR
5.5(a)(2)(i) or (b)(3)(i), or both, over claims to those funds by:
A. A contractor’s surety(ies), including without limitation performance bond sureties and payment bond sureties;
B. A contracting agency for its reprocurement costs;
C. A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor’s bankruptcy estate;
D. A contractor’s assignee(s);
E. A contractor’s successor(s); or
F. A claim asserted under the Prompt Payment Act, 31 U.S.C. 3901-3907.
3. Records and certified payrolls
i. Basic record requirements
A. Length of record retention. All regular payrolls and other basic records must be maintained by the contractor and any subcontractor during the course of the work and preserved for all laborers and mechanics working at the site of the work (or otherwise working in construction or development of the project under a development statute) for a period of at least 3 years after all the work on the prime contract is completed.
B. Information required Such records must contain the name; Social Security number; last known address, telephone number, and email address of each such worker; each worker’s correct classification(s) of work actually performed; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act); daily and weekly number of hours actually worked in total and on each covered contract; deductions made; and actual wages paid.
C. Additional records relating to fringe benefits. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(v) that the wages of any laborer or mechanic include the amount of any Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Previous editions obsolete Form HUD-4010, (10/2023)
ref. Handbook 1344.1
4 costs reasonably anticipated in providing benefits under a plan or program described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act, the contractor must maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits.
D. Additional records relating to apprenticeship Contractors with apprentices working under approved programs must maintain written evidence of the registration of apprenticeship programs, the registration of the apprentices, and the ratios and wage rates prescribed in the applicable programs.
ii. Certified payroll requirements
A. Frequency and method of submission The contractor or subcontractor must submit weekly, for each week in which any DBA- or Related Acts-covered work is performed, certified payrolls to HUD if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the certified payrolls to the applicant, sponsor, owner, or other entity, as the case may be, that maintains such records, for transmission to HUD. The prime contractor is responsible for the submission of all certified payrolls by all subcontractors. A contracting agency or prime contractor may permit or require contractors to submit certified payrolls through an electronic system, as long as the electronic system requires a legally valid electronic signature; the system allows the contractor, the contracting agency, and the Department of Labor to access the certified payrolls upon request for at least 3 years after the work on the prime contract has been completed; and the contracting agency or prime contractor permits other methods of submission in situations where the contractor is unable or limited in its ability to use or access the electronic system B. Information required The certified payrolls submitted must set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i)(B), except that full Social Security numbers and last known addresses, telephone numbers, and email addresses must not be included on weekly transmittals. Instead, the certified payrolls need only include an individually identifying number for each worker (e.g., the last four digits of the worker’s Social Security number). The required weekly certified payroll information may be submitted using Optional Form WH-347 or in any other format desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at https://www.dol.gov/ sites/dolgov/files/WHD/legacy/files/wh347.pdf or its successor website. It is not a violation of this section for a prime contractor to require a subcontractor to provide full Social Security numbers and last known addresses, telephone numbers, and email addresses to the prime contractor for its own records, without weekly submission by the subcontractor to the sponsoring government agency (or the applicant, sponsor, owner, or other entity, as the case may be, that maintains such records).
C. Statement of Compliance Each certified payroll submitted must be accompanied by a “Statement of Compliance,” signed by the contractor or subcontractor, or the contractor’s or subcontractor’s agent who pays or supervises the payment of the persons working on the contract, and must certify the following:
1. That the certified payroll for the payroll period contains the information required to be provided under 29 CFR 5.5(a)(3)(ii), the appropriate information and basic records are being maintained under 29 CFR 5.5 (a)(3)(i), and such information and records are correct and complete;
2. That each laborer or mechanic (including each helper and apprentice) working on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Previous editions obsolete Form HUD-4010, (10/2023)
ref. Handbook 1344.1
5 from the full wages earned, other than permissible deductions as set forth in 29 CFR part 3; and
3. That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification(s) of work actually performed, as specified in the applicable wage determination incorporated into the contract.
D. Use of Optional Form WH-347 The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 will satisfy the requirement for submission of the “Statement of Compliance” required by 29 CFR 5.5(a)(3)(ii)(C).
E. Signature The signature by the contractor, subcontractor, or the contractor’s or subcontractor’s agent must be an original handwritten signature or a legally valid electronic signature.
F. Falsification The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 3729.
G. Length of certified payroll retention The contractor or subcontractor must preserve all certified payrolls during the course of the work and for a period of 3 years after all the work on the prime contract is completed.
iii. Contracts, subcontracts, and related documents The contractor or subcontractor must maintain this contract or subcontract and related documents including, without limitation, bids, proposals, amendments, modifications, and extensions. The contractor or subcontractor must preserve these contracts, subcontracts, and related documents during the course of the work and for a period of 3 years after all the work on the prime contract is completed. iv Required disclosures and access
A. Required record disclosures and access to workers The contractor or subcontractor must make the records required under 29 CFR 5.5(a)(3)(i)–(iii), and any other documents that HUD or the Department of Labor deems necessary to determine compliance with the labor standards provisions of any of the applicable statutes referenced by 29 CFR 5.1, available for inspection, copying, or transcription by authorized representatives of HUD or the Department of Labor, and must permit such representatives to interview workers during working hours on the job.
B. Sanctions for non-compliance with records and worker access requirements If the contractor or subcontractor fails to submit the required records or to make them available, or refuses to permit worker interviews during working hours on the job, the Federal agency may, after written notice to the contractor, sponsor, applicant, owner, or other entity, as the case may be, that maintains such records or that employs such workers, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available, or to permit worker interviews during working hours on the job, may be grounds for debarment action pursuant to 29 CFR 5.12. In addition, any contractor or other person that fails to submit the required records or make those records available to WHD within the time WHD requests that the records be produced will be precluded from introducing as evidence in an administrative proceeding under 29 CFR part 6 any of the required records that were not provided or made available to WHD. WHD will take into consideration a reasonable request from the contractor or person for an extension of the time for submission of records. WHD will determine the reasonableness of the request and may consider, among other things, the location of the records and the volume of production.
C. Required information disclosures Contractors and subcontractors must maintain the full Social Security number and last known address, telephone number, and email address of each covered worker, and must provide them upon request to HUD if the agency is a party to Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 54 of 62
Previous editions obsolete Form HUD-4010, (10/2023)
ref. Handbook 1344.1
6 the contract, or to the Wage and Hour Division of the Department of Labor. If the Federal agency is not such a party to the contract, the contractor, subcontractor, or both, must, upon request, provide the full Social Security number and last known address, telephone number, and email address of each covered worker to the applicant, sponsor, owner, or other entity, as the case may be, that maintains such records, for transmission to HUD, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or other compliance action.
4. Apprentices and equal employment opportunity
i. Apprentices
A. Rate of pay Apprentices will be permitted to work at less than the predetermined rate for the work they perform when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship (OA), or with a State Apprenticeship Agency recognized by the OA. A person who is not individually registered in the program, but who has been certified by the OA or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice, will be permitted to work at less than the predetermined rate for the work they perform in the first 90 days of probationary employment as an apprentice in such a program. In the event the OA or a State Apprenticeship Agency recognized by the OA withdraws approval of an apprenticeship program, the contractor will no longer be permitted to use apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved.
B. Fringe benefits Apprentices must be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringe benefits must be paid in accordance with that determination.
C. Apprenticeship ratio The allowable ratio of apprentices to journeyworkers on the job site in any craft classification must not be greater than the ratio permitted to the contractor as to the entire work force under the registered program or the ratio applicable to the locality of the project pursuant to 29 CFR 5.5(a)(4)(i)(D). Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated in 29 CFR
5.5(a)(4)(i)(A), must be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under this section must be paid not less than the applicable wage rate on the wage determination for the work actually performed.
D. Reciprocity of ratios and wage rates Where a contractor is performing construction on a project in a locality other than the locality in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyworker’s hourly rate) applicable within the locality in which the construction is being performed must be observed. If there is no applicable ratio or wage rate for the locality of the project, the ratio and wage rate specified in the contractor’s registered program must be observed. ii Equal employment opportunity The use of apprentices and journeyworkers under this part must be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30.
5 Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 55 of 62
Previous editions obsolete Form HUD-4010, (10/2023)
ref. Handbook 1344.1
7 6 Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (11), along with the applicable wage determination(s) and such other clauses or contract modifications as the U.S. Department of Housing and Urban Development may by appropriate instructions require, and a clause requiring the subcontractors to include these clauses and wage determination(s) in any lower tier subcontracts. The prime contractor is responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this section. In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lower-tier subcontractors, and may be subject to debarment, as appropriate.
7 Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.
8 Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract.
9 Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives.
10. Certification of eligibility.
i. By entering into this contract, the contractor certifies that neither it nor any person or firm who has an interest in the contractor’s firm is a person or firm ineligible to be awarded Government contracts by virtue of 40 U.S.C. 3144(b) or 29 CFR 5.12(a). ii. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of 40 U.S.C. 3144(b) or 29 CFR 5.12(a). iii. The penalty for making false statements is prescribed in the U.S. Code, Title 18 Crimes and Criminal Procedure, 18 U.S.C. 1001.
11 Anti-retaliation It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
i. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the DBA, Related Acts, or 29 CFR parts 1, 3, or 5; ii. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under the DBA, Related Acts, or 29 CFR parts 1, 3, or 5;
iii. Cooperating in any investigation or other compliance action, or testifying in any proceeding under the DBA, Related Acts, or 29 CFR parts 1, 3, or 5; or
iv. Informing any other person about their rights under the DBA, Related Acts, or 29 CFR parts 1, 3, or 5.
B. Contract Work Hours and Safety Standards Act (CWHSSA) The Agency Head must cause or require the contracting officer to insert the following clauses set forth in 29 CFR 5.5(b)(1), (2), (3), (4), and (5) in full, or (for contracts covered by the Federal Acquisition Regulation) by reference, in any contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses must Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 56 of 62
Previous editions obsolete Form HUD-4010, (10/2023)
ref. Handbook 1344.1
8 be inserted in addition to the clauses required by 29 CFR 5.5(a) or 4.6. As used in this paragraph, the terms “laborers and mechanics” include watchpersons and guards.
1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek.
2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in 29 CFR 5.5(b)(1) the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages and interest from the date of the underpayment. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchpersons and guards, employed in violation of the clause set forth in 29 CFR 5.5(b)(1), in the sum of $31 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in 29 CFR 5.5(b)(1).
3. Withholding for unpaid wages and liquidated damages
i. Withholding process The U.S Department of Housing and Urban Development or the recipient of Federal assistance may, upon its own action, or must, upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for any unpaid wages; monetary relief, including interest; and liquidated damages required by the clauses set forth in 29 CFR 5.5(b) on this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract subject to the Contract Work Hours and Safety Standards Act that is held by the same prime contractor (as defined in 29 CFR 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to the Contract Work Hours and Safety Standards Act and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the contractor liability for which the funds were withheld.
ii Priority to withheld funds The Department has priority to funds withheld or to be withheld in accordance with 29 CFR 5.5(a)(2)(i) or (b)(3)(i), or both, over claims to those funds by:
A. A contractor’s surety(ies), including without limitation performance bond sureties and payment bond sureties;
B. A contracting agency for its reprocurement costs;
C. A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor’s bankruptcy estate;
D. A contractor’s assignee(s);
E. A contractor’s successor(s); or
F. A claim asserted under the Prompt Payment Act, 31 U.S.C. 3901-3907.
4. Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses set forth in 29 CFR 5.5(b)(1) through (5) and a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor is responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in 29 CFR 5.5(b)(1) through (5). In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 57 of 62
Previous editions obsolete Form HUD-4010, (10/2023)
ref. Handbook 1344.1
9 due to any workers of lower-tier subcontractors, and associated liquidated damages and may be subject to debarment, as appropriate.
5 Anti-retaliation It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
i. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the Contract Work Hours and Safety Standards Act (CWHSSA) or its implementing regulations in 29 CFR part 5;
ii. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under CWHSSA or 29 CFR part 5;
iii. Cooperating in any investigation or other compliance action, or testifying in any proceeding under CWHSSA or 29 CFR part 5; or
iv. Informing any other person about their rights under CWHSSA or 29 CFR part 5.
C. CWHSSA required records clause In addition to the clauses contained in 29 CFR 5.5(b), in any contract subject only to the Contract Work Hours and Safety Standards Act and not to any of the other laws referenced by 29 CFR 5.1, the Agency Head must cause or require the contracting officer to insert a clause requiring that the contractor or subcontractor must maintain regular payrolls and other basic records during the course of the work and must preserve them for a period of 3 years after all the work on the prime contract is completed for all laborers and mechanics, including guards and watchpersons, working on the contract. Such records must contain the name; last known address, telephone number, and email address; and social security number of each such worker; each worker’s correct classification(s) of work actually performed; hourly rates of wages paid; daily and weekly number of hours actually worked; deductions made and actual wages paid. Further, the Agency Head must cause or require the contracting officer to insert in any such contract a clause providing that the records to be maintained under this paragraph must be made available by the contractor or subcontractor for inspection, copying, or transcription by authorized representatives of the (write the name of agency) and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview workers during working hours on the job.
D. Incorporation of contract clauses and wage determinations by reference Although agencies are required to insert the contract clauses set forth in this section, along with appropriate wage determinations, in full into covered contracts, and contractors and subcontractors are required to insert them in any lower-tier subcontracts, the incorporation by reference of the required contract clauses and appropriate wage determinations will be given the same force and effect as if they were inserted in full text.
E. Incorporation by operation of law The contract clauses set forth in this section (or their equivalent under the Federal Acquisition Regulation), along with the correct wage determinations, will be considered to be a part of every prime contract required by the applicable statutes referenced by 29 CFR 5.1 to include such clauses, and will be effective by operation of law, whether or not they are included or incorporated by reference into such contract, unless the Administrator grants a variance, tolerance, or exemption from the application of this paragraph. Where the clauses and applicable wage determinations are effective by operation of law under this paragraph, the prime contractor must be compensated for any resulting increase in wages in accordance with applicable law.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 58 of 62
Previous editions obsolete Form HUD-4010, (10/2023)
ref. Handbook 1344.1
10 F. HEALTH AND SAFETY
The provisions of this paragraph (F) are applicable where the amount of the prime contract exceeds $100,000.
1. No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his or her health and safety, as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation.
2. The contractor shall comply with all regulations issued by the Secretary of Labor pursuant to 29 CFR Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act, (Public Law 91-54, 83 Stat 96), 40 U.S.C. § 3701 et seq.
3. The contractor shall include the provisions of this paragraph in every subcontract, so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 59 of 62
EXHIBIT N
STATE LABOR STANDARDS PROVISIONS
State prevailing wage rates shall apply when the State wage is higher than the Federal wage rate. All Contractors and subcontractors are subject to the application of Section 1720 et seq. of the California Labor Code which details the regulations and procedures governing the payment of State prevailing wages.
All Contractors and subcontractors are subject to the provisions of Section 3700 of the California Labor Code which requires that every employer be insured against liability for worker’s compensation orto undertake self-insurance in accordance withthe provisionsof the code.
All Contractors and subcontractors are subject to the provisions of Section 1810-1814 of the California Labor Code which provide that the maximum hours a worker is to be employed is limited to eight hours a day and 40 hours a week and the contractor or subcontractorshallforfeit, as a penalty, $25.00 for each worker employed in the execution of the contract for each calendar day during which a worker is required or permitted to labor more than eight hours in any calendar day or more than 40 hours in any calendar week and is not paid overtime.
Section 1815 of the California Labor Code requires that notwithstanding the provisionof Sections 1810-1814, employees of contractors who work in excess of eight hours per day and 40 hours per week shall be compensated for all hours worked in excess of eight hour per day at not less the 1 ½ times the basic rate of pay.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 60 of 62
EXHIBIT O
CONTRACTOR’S SUBCONTRACTOR’S CERTIFICATION CONCERNING STATE LABOR STANDARDS
AND PREVAILING WAGES
All contractors and subcontractors shall give the following certification to the grantee and forward this certification to the grantee within ten (10) days after execution of any contract or subcontract.
A. I am aware of the provisions of Section 1720 et seq. of the California labor code which requires that the State prevailing wage rate shall be paid to employees where this rate exceeds the federal wage rate.
B. I am aware of the provisions of Section 3700 of the labor code which require every employer to be insured against liability for workers’ compensation or to undertake selfinsurance in accordance with the provisions of the Code, and I will comply with such provisions before commencing the performance of the work of this contract.
C. Itisfurther agreed that, except asmay be provided in Section 1815 oftheCalifornia labor code, the maximum hours a workeristo be employed islimited to eight hours a day and 40 hours a week and the subcontractor shall forfeit, as a penalty, $25 for each worker employed in the execution of the subcontract for each calendar day during which a worker is required or permitted to labor more than eight hours in any calendar day or more than 40 hours in any calendar week.
(Contractor/Subcontractor)
By:
(Signature)
(Typed Name and Title)
(Date)
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 61 of 62
EXHIBIT P
GUARANTY
(This guaranty shall be executed by the successful bidder in accordance with instructions in the Special Provisions. The bidder may execute the guaranty on this page at the time of submitting his bid).
To the Owner: CITY OF MADERA
Project:
The undersigned guarantees the construction and installation of the following work included in this project:
Should any of the materials or equipment prove defective or should the work as a whole prove defective, due to faulty workmanship, material furnished or methods of installation, or should the work or any part thereof fail to operate properly as originally intended and in accordance with the plans and specifications, due to any of the above causes, all within twelve (12) months after date on which this contract is accepted by the Owner, the undersigned agrees to reimburse the Owner, upon demand, for its expenses incurred in restoring said work to the condition contemplated in said project, including the cost of any such equipment or materials replaced and the cost of removing and replacing any other work necessary to make such replacement or repairs, or, upon demand by the Owner, to replace any such material and to repair said work completely without cost to the Owner so that said work will function successfully as originally contemplated.
The Owner shall have the unqualified option to make any needed replacement or repairs itself or to have such replacements or repairs done by the undersigned. In the event the Owner elects to have said work performed by the undersigned, the undersigned agrees that the repairs shall be made and such materials as are necessary shall be furnished and installed within a reasonable time after the receipt of demand from the Owner. If the undersigned shall fail or refuse to comply with his obligations under this guaranty, the Owner shall be entitled to all costs and expenses, including attorney’s fees, reasonably incurred by reason of the said failure or refusal.
Contractor
Date
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment A, CDBG Exhibits, Page 62 of 62
TECHNICAL SPECIFICATIONS FOR:
City of Madera
Rotary Park
Basketball Courts
June 2026
100% SUBMITTAL
Prepared by:
6200 Stoneridge Mall Rd #330
Pleasanton, CA 94588
Phone: (209) 571-1765
Fax: (209) 571-2466
www.westwoodps.com
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 1 of 76 Westvvood
i City of Madera
Rotary Park Basketball Courts
TABLE OF CONTENTS
SECTIONS PAGES
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS
BY OTHERS
DIVISION 01 – GENERAL REQUIREMENTS
SECTION 012500 – SUBSTITUTION PROCEDURES ...................................................................................... 1 – 3 SECTION 013100 – PROJECT MANAGEMENT AND COORDINATION .................................................... 1 – 10 SECTION 013200 – CONSTRUCTION PROGRESS DOCUMENTATION .................................................... 1 – 10 SECTION 013300 – SUBMITTAL PROCEDURES .......................................................................................... 1 – 10 SECTION 015000 – TEMPORARY FACILITIES AND CONTROLS ............................................................... 1 – 8 DIVISION 02– 30 –NOT USED
DIVISION 31 – EARTHWORK
SECTION 311000 – SITE CLEARING ................................................................................................................ 1 – 6 DIVISION 32 – EXTERIOR IMPROVEMENTS
SECTION 321313 – CONCRETE PAVING ...................................................................................................... 1 – 14 SECTION 321373 – CONCRETE PAVING JOINT SEALANTS ....................................................................... 1 – 5 SECTION 321723 – PAVEMENT MARKINGS.................................................................................................... 1 - 3 SECTION 323300 – SITE FURNISHINGS .......................................................................................................... 1 – 5 DIVISION 34 – 48 – NOT USED
END OF TECHNICAL SPECIFICATIONS
END OF TABLE OF CONTENTS
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 2 of 76 012500 - 1 City of Madera
Rotary Park Basketball Courts
SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
1.3 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents.
1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.
1.4 ACTION SUBMITTALS
A. Substitution Requests: Submit documentation identifying product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.
1. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.
b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by City and separate contractors that will be necessary to accommodate proposed substitution. c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section.
Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 3 of 76 012500 - 2 City of Madera
Rotary Park Basketball Courts
g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners. h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated. i. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
j. Cost information, including a proposal of change, if any, in the Contract Sum. k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated. l. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
2. Landscape Architect's Action: If necessary, Landscape Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Landscape Architect will notify Contractor through County of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Landscape Architect does not issue a decision on use of a proposed substitution within time allocated.
1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.
1.6 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.
1.7 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.
1. Conditions: Landscape Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 4 of 76 012500 - 3 City of Madera
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Landscape Architect will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution offers City a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities City must assume. City’s additional responsibilities may include compensation to Landscape Architect for redesign and evaluation services, increased cost of other construction by City, and similar considerations.
b. Requested substitution does not require extensive revisions to the Contract Documents.
c. Requested substitution is consistent with the Contract Documents and will produce indicated results.
d. Requested substitution has the same aesthetically value or play features. e. Substitution request is fully documented and properly submitted. f. Requested substitution will not adversely affect Contractor's construction schedule. g. Requested substitution has received necessary approvals of authorities having jurisdiction.
h. Requested substitution is compatible with other portions of the Work. i. Requested substitution has been coordinated with other portions of the Work. j. Requested substitution provides specified warranty.
k. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Not allowed.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012500
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 5 of 76 013100 - 1 City of Madera
Rotary Park Basketball Courts
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project, including, but not limited to, the following:
1. General coordination procedures.
2. Coordination drawings.
3. RFIs.
4. Digital project management procedures.
5. Web-based Project management software package.
6. Project meetings.
B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.
C. Related Requirements:
1. Section 011200 "Multiple Contract Summary" for a description of the division of work among separate contracts and responsibility for coordination activities not in this Section.
2. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.
3. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.
4. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.
5. Section 019113 "General Commissioning Requirements" for coordinating the Work with City's Commissioning Authority.
1.3 DEFINITIONS
A. BIM: Building Information Modeling.
B. RFI: Request for Information. Request from City, Construction Manager, or Contractor seeking information required by or clarifications of the Contract Documents.
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1.4 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:
1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.
2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
B. Key Personnel Names: Within 10 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses, cellular telephone numbers, and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.
1. Post copies of list in Project meeting room, in temporary field office, and in prominent location inbuilt facility. Keep list current at all times.
1.5 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results, where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
B. Coordination of Multiple Contracts: Each contractor shall cooperate with Project coordinator, who shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its own operations with operations included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results, where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.
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1. Prepare similar memoranda for City and separate contractors if coordination of their Work is required.
D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and scheduled activities of other contractors and direction of Project coordinator to avoid conflicts and to ensure orderly progress of the Work.
Such administrative activities include, but are not limited to, the following:
1. Preparation of Contractor's construction schedule.
2. Preparation of the schedule of values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
6. Preinstallation conferences.
7. Project closeout activities.
8. Startup and adjustment of systems.
1.6 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.
1. Landscape Architect will return without response those RFIs submitted to Landscape Architect by other entities controlled by Contractor.
2. Coordinate and submit RFIs in a prompt manner to avoid delays in Contractor's work or work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:
1. Project name.
2. Owner name.
3. Owner's Project number.
4. Name of Landscape Architect and Construction Manager.
5. Landscape Architect's Project number.
6. Date.
7. Name of Contractor.
8. RFI number, numbered sequentially.
9. RFI subject.
10. Specification Section number and title and related paragraphs, as appropriate.
11. Drawing number and detail references, as appropriate.
12. Field dimensions and conditions, as appropriate.
13. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.
14. Contractor's signature.
15. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
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a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.
C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Landscape Architect.
1. Attachments shall be electronic files in PDF format.
D. Landscape Architect's and Construction Manager's Action: Landscape Architect and Construction Manager will review each RFI, determine action required, and respond. Allow seven days for Landscape Architect's response for each RFI. RFIs received by Landscape Architect or Construction Manager after 1:00 p.m. will be considered as received the following working day.
1. The following Contractor-generated RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Landscape Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs.
2. Landscape Architect's action may include a request for additional information, in which case Landscape Architect's time for response will date from time of receipt by Landscape Architect or Construction Manager of additional information.
3. Landscape Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures."
a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Landscape Architect and Construction Manager in writing within 5 days of receipt of the RFI response.
E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.
Submit log biweekly. Include the following:
1. Project name.
2. Name and address of Contractor.
3. Name and address of Landscape Architect and Construction Manager.
4. RFI number, including RFIs that were returned without action or withdrawn.
5. RFI description.
6. Date the RFI was submitted.
7. Date Landscape Architect's and Construction Manager's response was received.
8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.
9. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.
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F. On receipt of Landscape Architect's and Construction Manager's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Landscape Architect and Construction Manager within seven days if Contractor disagrees with response.
1.7 DIGITAL PROJECT MANAGEMENT PROCEDURES
A. Use of Landscape Architect's Digital Data Files: Digital data files of Landscape Architect's CAD drawings will be provided by Landscape Architect for Contractor's use during construction.
1. Digital data files may be used by Contractor in preparing coordination drawings, Shop Drawings, and Project Record Drawings.
2. Landscape Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Contract Drawings.
3. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to City and Landscape Architect.
a. Subcontractors and other parties granted access by Contractor to Landscape Architect's digital data files shall execute a data licensing agreement in the form of Agreement acceptable to City and Landscape Architect.
B. Web-Based Project Management Software Package: Use City's web-based Project management software package for purposes of hosting and managing Project communication and documentation until Final Completion.
1. Web-based Project management software includes, at a minimum, the following features:
a. Compilation of Project data, including Contractor, subcontractors, Landscape Architect, Landscape Architect's consultants, City, and other entities involved in Project. Include names of individuals and contact information. b. Access control for each entity for each workflow process, to determine entity's digital rights to create, modify, view, and print documents. c. Document workflow planning, allowing customization of workflow between project entities.
d. Creation, logging, tracking, and notification for Project communications required in other Specification Sections, including, but not limited to, RFIs, submittals, Minor Changes in the Work, Construction Change Directives, and Change Orders. e. Track status of each Project communication in real time, and log time and date when responses are provided.
f. Procedures for handling PDFs or similar file formats, allowing markups by each entity. Provide security features to lock markups against changes once submitted. g. Processing and tracking of payment applications.
h. Processing and tracking of contract modifications.
i. Creating and distributing meeting minutes.
j. Document management for Drawings, Specifications, and coordination drawings, including revision control.
k. Management of construction progress photographs.
l. Mobile device compatibility, including smartphones and tablets.
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2. At completion of Project, provide digital archive in format that is readable by common desktop software applications in format acceptable to City & Landscape Architect.
Provide data in locked format to prevent further changes.
C. PDF Document Preparation: Where PDFs are required to be submitted to City or Landscape Architect, prepare as follows:
1. Assemble complete submittal package into a single indexed file, incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.
2. Name file with submittal number or other unique identifier, including revision identifier.
3. Certifications: Where digitally submitted certificates and certifications are required, provide a digital signature with digital certificate on where indicated.
1.8 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.
1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify City and Landscape Architect of scheduled meeting dates and times a minimum of 10 working days prior to meeting.
2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including City, Construction Manager, and Landscape Architect, within three days of the meeting.
B. Preconstruction Conference: Landscape Architect and City will schedule and conduct a preconstruction conference before starting construction, at a time convenient to City and Landscape Architect, but no later than 10 days after execution of the Agreement.
1. Attendees: Authorized representatives of City, Construction Manager, Landscape Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.
2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Tentative construction schedule.
b. Phasing.
c. Critical work sequencing and long lead items.
d. Designation of key personnel and their duties.
e. Lines of communications.
f. Use of web-based Project software.
g. Procedures for processing field decisions and Change Orders. h. Procedures for RFIs.
i. Procedures for testing and inspecting.
j. Procedures for processing Applications for Payment.
k. Distribution of the Contract Documents.
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l. Submittal procedures.
m. Preparation of Record Documents.
n. Use of the premises and existing building.
o. Work restrictions.
p. Working hours.
q. City's occupancy requirements.
r. Responsibility for temporary facilities and controls. s. Procedures for moisture and mold control.
t. Procedures for disruptions and shutdowns.
u. Construction waste management and recycling.
v. Parking availability.
w. Progress cleaning.
3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.
C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity when required by other Sections and when required for coordination with other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Landscape Architect, Construction Manager, and City of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Review of mockups.
i. Possible conflicts.
j. Compatibility requirements.
k. Time schedules.
l. Weather limitations.
m. Manufacturer's written instructions.
n. Warranty requirements.
o. Compatibility of materials.
p. Acceptability of substrates.
q. Temporary facilities and controls.
r. Space and access limitations.
s. Regulations of authorities having jurisdiction.
t. Testing and inspecting requirements.
u. Installation procedures.
v. Coordination with other work.
w. Required performance results.
x. Protection of adjacent work.
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y. Protection of construction and personnel.
3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.
4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.
5. Do not proceed with installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.
D. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to City and Landscape Architect, but no later than 30 days prior to the scheduled date of Substantial Completion.
1. Conduct the conference to review requirements and responsibilities related to Project closeout.
2. Attendees: Authorized representatives of City, Construction Manager, Landscape Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.
3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:
a. Preparation of Record Documents.
b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.
c. Procedures for completing and archiving web-based Project software site data files.
d. Submittal of written warranties.
e. Requirements for preparing operations and maintenance data. f. Requirements for delivery of material samples, attic stock, and spare parts. g. Requirements for demonstration and training.
h. Preparation of Contractor's punch list.
i. Procedures for processing Applications for Payment at Substantial Completion and for final payment.
j. Submittal procedures.
k. Coordination of separate contracts.
l. City's partial occupancy requirements.
m. Installation of City's furniture, fixtures, and equipment. n. Responsibility for removing temporary facilities and controls.
4. Minutes: Entity conducting meeting will record and distribute meeting minutes.
E. Progress Meetings: Conduct progress meetings at biweekly intervals.
1. Coordinate dates of meetings with preparation of payment requests.
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shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.
3. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last meeting.
Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Resolution of BIM component conflicts.
4) Status of submittals.
5) Status of sustainable design documentation.
6) Deliveries.
7) Off-site fabrication.
8) Access.
9) Site use.
10) Temporary facilities and controls.
11) Progress cleaning.
12) Quality and work standards.
13) Status of correction of deficient items.
14) Field observations.
15) Status of RFIs.
16) Status of Proposal Requests.
17) Pending changes.
18) Status of Change Orders.
19) Pending claims and disputes.
20) Documentation of information for payment requests.
4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting, where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.
F. Coordination Meetings: Conduct project coordination meetings at biweekly intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and preinstallation conferences.
1. Attendees: In addition to representatives of City, Construction Manager, and Landscape Architect, each contractor, subcontractor, supplier, and other entity concerned with Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meetings shall be familiar with Project and authorized to conclude matters relating to the Work.
2. Agenda: Review and correct or approve minutes of the previous coordination meeting.
Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.
a. Combined Contractor's Construction Schedule: Review progress since the last coordination meeting. Determine whether each contract is on time, ahead of schedule, or behind schedule, in relation to combined Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.
b. Schedule Updating: Revise combined Contractor's construction schedule after each coordination meeting, where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with report of each meeting. c. Review present and future needs of each contractor present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Resolution of BIM component conflicts.
4) Status of submittals.
5) Deliveries.
6) Off-site fabrication.
7) Access.
8) Site use.
9) Temporary facilities and controls.
10) Work hours.
11) Hazards and risks.
12) Progress cleaning.
13) Quality and work standards.
14) Status of RFIs.
15) Proposal Requests.
16) Change Orders.
17) Pending changes.
3. Reporting: Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013100
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SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:
1. Startup construction schedule.
2. Contractor's Construction Schedule.
3. Construction schedule updating reports.
4. Daily construction reports.
5. Material location reports.
6. Site condition reports.
7. Unusual event reports.
B. Related Requirements:
1. Section 011200 "Multiple Contract Summary" for preparing a combined Contractor's Construction Schedule.
2. Section 014000 "Quality Requirements" for schedule of tests and inspections.
3. Section 012900 "Payment Procedures" for schedule of values and requirements for use of cost-loaded schedule for Applications for Payment.
1.3 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.
1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. Cost Loading: The allocation of the schedule of values for completing an activity as scheduled.
The sum of costs for all activities must equal the total Contract Sum.
C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine the critical path of Project and when activities can be performed.
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D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.
E. Event: The starting or ending point of an activity.
F. Float: The measure of leeway in starting and completing an activity.
1. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.
2. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.
G. Resource Loading: The allocation of manpower and equipment necessary for completing an activity as scheduled.
1.4 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:
1. Working electronic copy of schedule file.
2. PDF file.
3. Two paper copies, of sufficient size to display entire period or schedule, as required.
B. Startup construction schedule.
1. Submittal of cost-loaded startup construction schedule will not constitute approval of schedule of values for cost-loaded activities.
C. Startup Network Diagram: Of size required to display entire network for entire construction period. Show logic ties for activities.
D. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.
1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals.
E. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.
1. Activity Report: List of activities sorted by activity number and then early start date, or actual start date if known.
2. Logic Report: List of preceding and succeeding activities for each activity, sorted in ascending order by activity number and then by early start date, or actual start date if known.
3. Total Float Report: List of activities sorted in ascending order of total float.
4. Earnings Report: Compilation of Contractor's total earnings from commencement of the Work until most recent Application for Payment.
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F. Construction Schedule Updating Reports: Submit with Applications for Payment.
G. Daily Construction Reports: Submit at weekly intervals.
H. Material Location Reports: Submit at monthly intervals.
I. Site Condition Reports: Submit at time of discovery of differing conditions.
J. Unusual Event Reports: Submit at time of unusual event.
K. Qualification Data: For scheduling consultant.
1.5 QUALITY ASSURANCE
A. Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and reporting, with capability of producing CPM reports and diagrams within 24 hours of Landscape Architect's request.
B. Prescheduling Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to the preliminary construction schedule and Contractor's Construction Schedule, including, but not limited to, the following:
1. Review software limitations and content and format for reports.
2. Verify availability of qualified personnel needed to develop and update schedule.
3. Discuss constraints, including phasing, work stages, area separations, interim milestones, and, partial Owner occupancy.
4. Review delivery dates for City-furnished products.
5. Review schedule for work of City's separate contracts.
6. Review submittal requirements and procedures.
7. Review time required for review of submittals and resubmittals.
8. Review requirements for tests and inspections by independent testing and inspecting agencies.
9. Review time required for Project closeout and City startup procedures including commissioning activities.
10. Review and finalize list of construction activities to be included in schedule.
11. Review procedures for updating schedule.
1.6 COORDINATION
A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.
1. Secure time commitments for performing critical elements of the Work from entities involved.
2. Coordinate each construction activity in the network with other activities, and schedule them in proper sequence.
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1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.
1. Use scheduling component of project management software package specified by City.
B. Scheduling Consultant: Engage a consultant to provide planning, evaluation, and reporting, using CPM scheduling.
1. In-House Option: City may waive requirement to retain a consultant if Contractor employs skilled personnel with experience in CPM scheduling and reporting techniques.
Submit qualifications.
2. Meetings: Scheduling consultant shall attend all meetings related to Project progress, alleged delays, and time impact.
C. Time Frame: Extend schedule from date established for commencement of the work.
1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.
D. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by City or Landscape Architect.
2. Temporary Facilities: Indicate start and completion dates for the following as applicable:
a. Securing of approvals and permits required for performance of the Work. b. Temporary facilities.
c. Construction of mock-ups, prototypes and samples.
d. City interfaces and furnishing of items.
e. Interfaces with Separate Contracts.
f. Regulatory agency approvals.
g. Punch list.
3. Procurement Activities: Include procurement process activities for the long lead-time items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.
4. Submittal Review Time: Include review and resubmittal times indicated in Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.
5. Startup and Testing Time: Include no fewer than 15 days for startup and testing.
6. Commissioning Time: Include no fewer than 15 days for commissioning.
7. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Landscape Architect's and Construction Manager's administrative procedures necessary for certification of Substantial Completion.
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8. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and Final Completion.
E. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.
1. Phasing: Arrange list of activities on schedule by phase.
2. Work under More Than One Contract: Include a separate activity for each contract.
3. Work by City: Include a separate activity for each portion of the Work performed by City.
4. Products Ordered in Advance: Include a separate activity for each product. Include delivery date indicated in Section 011000 "Summary." Delivery dates indicated stipulate the earliest possible delivery date.
5. City-Furnished Products: Include a separate activity for each product. Include delivery date indicated in Section 011000 "Summary." Delivery dates indicated stipulate the earliest possible delivery date.
6. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Limitations of continued occupancies.
c. Uninterruptible services.
d. Partial occupancy before Substantial Completion.
e. Use-of-premises restrictions.
f. Provisions for future construction.
g. Seasonal variations.
h. Environmental control.
7. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:
a. Subcontract awards.
b. Submittals.
c. Purchases.
d. Mockups.
e. Fabrication.
f. Sample testing.
g. Deliveries.
h. Installation.
i. Tests and inspections.
j. Adjusting.
k. Curing.
l. Building flush-out.
m. Startup and placement into final use and operation.
n. Commissioning.
8. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:
a. Structural completion.
b. Temporary enclosure and space conditioning.
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c. Permanent space enclosure.
d. Completion of mechanical installation.
e. Completion of electrical installation.
f. Substantial Completion.
F. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.
G. Cost Correlation: Superimpose a cost correlation timeline, indicating planned and actual costs.
On the line, show planned and actual dollar volume of the Work performed as of planned and actual dates used for preparation of payment requests.
1. See Section 012900 "Payment Procedures" for cost reporting and payment procedures.
H. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:
1. Unresolved issues.
2. Unanswered Requests for Information.
3. Rejected or unreturned submittals.
4. Notations on returned submittals.
5. Pending modifications affecting the Work and the Contract Time.
I. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.
1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.
2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.
3. As the Work progresses, indicate Final Completion percentage for each activity.
J. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.
K. Distribution: Distribute copies of approved schedule to Landscape Architect or Construction Manager, City, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.
1. Post copies in Project meeting rooms and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.
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1.8 STARTUP CONSTRUCTION SCHEDULE
A. Gantt-Chart Schedule: Submit startup, horizontal, Gantt-chart-type construction schedule within seven days of date established for commencement of the Work.
B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first 90 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.
1.9 GANTT-CHART SCHEDULE REQUIREMENTS
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's Construction Schedule within 30 days of date established for commencement of the Work.
1. Base schedule on the startup construction schedule and additional information received since the start of Project.
B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.
1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.
1.10 CPM SCHEDULE REQUIREMENTS
A. Prepare network diagrams using AON (activity-on-node) format.
B. Startup Network Diagram: Submit diagram within 14 days of date established for commencement of the Work. Outline significant construction activities for the first 90 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.
C. CPM Schedule: Prepare Contractor's Construction Schedule using a cost- and resource-loaded time-scaled CPM network analysis diagram for the Work.
1. Develop network diagram in sufficient time to submit CPM schedule, so it can be accepted for use no later than 60 days after date established for commencement of the work.
a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates.
2. Conduct educational workshops to train and inform key Project personnel, including subcontractors' personnel, in proper methods of providing data and using CPM schedule information.
3. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.
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4. Use "one workday" as the unit of time for individual activities. Indicate nonworking days and holidays incorporated into the schedule to coordinate with the Contract Time.
D. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the startup network diagram, prepare a skeleton network to identify probable critical paths.
1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities:
a. Preparation and processing of submittals.
b. Mobilization and demobilization.
c. Purchase of materials.
d. Delivery.
e. Fabrication.
f. Utility interruptions.
g. Installation.
h. Work by City that may affect or be affected by Contractor's activities. i. Testing and inspection.
j. Commissioning.
k. Punch list and Final Completion.
l. Activities occurring following Final Completion.
2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.
3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.
4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges.
a. Subnetworks on separate sheets are permissible for activities clearly off the critical path.
5. Cost- and Resource-Loading of CPM Schedule: Assign cost to construction activities on the CPM schedule. Do not assign costs to submittal activities. Obtain Landscape Architect's approval prior to assigning costs to fabrication and delivery activities. Assign costs under main subcontracts for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project record documents, sustainable design documentation, and demonstration and training (if applicable), in the amount of 5 percent of the Contract Sum.
a. Each activity cost shall reflect an appropriate value subject to approval by Landscape Architect.
b. Total cost assigned to activities shall equal the total Contract Sum.
E. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using a network fragment to demonstrate the effect of the proposed change on the overall Project schedule.
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F. Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight "early start-total float." Identify critical activities. Prepare tabulated reports showing the following:
1. Contractor or subcontractor and the Work or activity.
2. Description of activity.
3. Main events of activity.
4. Immediate preceding and succeeding activities.
5. Early and late start dates.
6. Early and late finish dates.
7. Activity duration in workdays.
8. Total float or slack time.
9. Average size of workforce.
10. Dollar value of activity (coordinated with the schedule of values).
G. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:
1. Identification of activities that have changed.
2. Changes in early and late start dates.
3. Changes in early and late finish dates.
4. Changes in activity durations in workdays.
5. Changes in the critical path.
6. Changes in total float or slack time.
7. Changes in the Contract Time.
H. Value Summaries: Prepare two cumulative value lists, sorted by finish dates.
1. In first list, tabulate activity number, early finish date, dollar value, and cumulative dollar value.
2. In second list, tabulate activity number, late finish date, dollar value, and cumulative dollar value.
3. In subsequent issues of both lists, substitute actual finish dates for activities completed as of list date.
4. Prepare list for ease of comparison with payment requests; coordinate timing with progress meetings.
a. In both value summary lists, tabulate "actual percent complete" and "cumulative value completed" with total at bottom.
b. Submit value summary printouts one week before each regularly scheduled progress meeting.
1.11 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:
1. List of subcontractors at Project site.
2. List of separate contractors at Project site.
3. Approximate count of personnel at Project site.
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4. Equipment at Project site.
5. Material deliveries.
6. High and low temperatures and general weather conditions, including presence of rain or snow.
7. Testing and inspection.
8. Accidents.
9. Meetings and significant decisions.
10. Unusual events.
11. Stoppages, delays, shortages, and losses.
12. Meter readings and similar recordings.
13. Emergency procedures.
14. Orders and requests of authorities having jurisdiction.
15. Change Orders received and implemented.
16. Construction work Change Directives received and implemented.
17. Services connected and disconnected.
18. Equipment or system tests and startups.
19. Partial completions and occupancies.
20. Substantial Completions authorized.
B. Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site. Indicate the following categories for stored materials:
1. Material stored prior to previous report and remaining in storage.
2. Material stored prior to previous report and since removed from storage and installed.
3. Material stored following previous report and remaining in storage.
C. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.
D. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise City in advance when these events are known or predictable.
1. Submit unusual event reports directly to City within one day of an occurrence. Distribute copies of report to parties affected by the occurrence.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013200
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SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Submittal schedule requirements.
2. Administrative and procedural requirements for submittals.
B. Related Requirements:
1. Section 013100 "Project Management and Coordination" for submitting coordination drawings and subcontract list and for requirements for web-based Project software.
2. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.
3. Section 013233 "Photographic Documentation" for submitting preconstruction photographs, periodic construction photographs, and Final Completion construction photographs.
4. Section 017700 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals.
5. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.
1.3 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Landscape Architect's and City’s responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Landscape Architect's and City’s responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."
1.4 SUBMITTAL SCHEDULE
A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Landscape Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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Architect and City and additional time for handling and reviewing submittals required by those corrections.
1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule.
2. Initial Submittal Schedule: Submit concurrently with startup construction schedule.
Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.
3. Final Submittal Schedule: Submit concurrently with the first complete submittal of Contractor's construction schedule.
a. Submit revised submittal schedule as required to reflect changes in current status and timing for submittals.
4. Format: Arrange the following information in a tabular format:
a. Scheduled date for first submittal.
b. Specification Section number and title.
c. Submittal Category: Action; informational.
d. Name of subcontractor.
e. Description of the Work covered.
f. Scheduled date for City’s final release or approval. g. Scheduled dates for purchasing.
h. Scheduled date of fabrication.
i. Scheduled dates for installation.
j. Activity or event number.
1.5 SUBMITTAL FORMATS
A. Submittal Information: Include the following information in each submittal:
1. Project name.
2. Date.
3. Name of Landscape Architect.
4. Name of Construction Manager.
5. Name of City.
6. Name of Contractor.
7. Name of firm or entity that prepared submittal.
8. Names of subcontractor, manufacturer, and supplier.
9. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier and alphanumeric suffix for resubmittals.
10. Category and type of submittal.
11. Submittal purpose and description.
12. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.
13. Drawing number and detail references, as appropriate.
14. Indication of full or partial submittal.
15. Location(s) where product is to be installed, as appropriate.
16. Other necessary identification.
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17. Remarks.
18. Signature of transmitter.
B. Options: Identify options requiring selection by Landscape Architect.
C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Landscape Architect and City on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.
D. Paper Submittals:
1. Place a permanent label or title block on each submittal item for identification; include name of firm or entity that prepared submittal.
2. Provide a space approximately 4 by 6 inches on label or beside title block to record Contractor's review and approval markings and action taken by Landscape Architect and/or City.
3. Action Submittals: Submit two paper copies of each submittal unless otherwise indicated.
Landscape Architect, through City, will return one copy. Electronic submittals will be accepted in a PDF format and must be separated into each individual submittal number.
4. Informational Submittals: Submit two paper copies of each submittal unless otherwise indicated. Landscape Architect and City will not return copies.
5. Additional Copies: Unless additional copies are required for final submittal, and unless Landscape Architect or City observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.
6. Transmittal for Submittals: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using transmittal form.
E. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.
1.6 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.
1. Email: Prepare submittals as PDF package and transmit to Landscape Architect by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Landscape Architect.
a. Landscape Architect, through City, will return annotated file. Annotate and retain one copy of file as a digital Project Record Document file.
2. Paper: Prepare submittals in paper form and deliver to Landscape Architect.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
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2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.
4. Coordinate transmittal of submittals for related parts of the Work specified in different Sections, so processing will not be delayed because of need to review submittals concurrently for coordination.
a. Landscape Architect and City reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.
Time for review shall commence on City’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.
1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Landscape Architect and/or City will advise Contractor when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.
3. Resubmittal Review: Allow 10 days for review of each resubmittal.
4. Sequential Review: Where sequential review of submittals by Landscape Architect's consultants, City, or other parties is indicated, allow 21 days for initial review of each submittal.
5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Landscape Architect and to Landscape Architect's consultants, allow 15 days for review of each submittal. Submittal will be returned to City, through Landscape Architect, before being returned to Contractor. a. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Landscape Architect and City.
D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block, and clearly indicate extent of revision.
3. Resubmit submittals until they are marked with approval notation from Landscape Architect's and/or City’s action stamp.
E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Landscape Architect's and City's action stamp.
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1.7 SUBMITTAL REQUIREMENTS
A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams that show factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop Drawings.
5. Submit Product Data before Shop Drawings, and before or concurrently with Samples.
B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified.
2. Paper Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 24 by 36 inches. a. Two opaque (bond) copies of each submittal. Landscape Architect, through City, will return one copy.
C. Samples: Submit Samples for review of type, color, pattern, and texture for a check of these characteristics with other materials.
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1. Transmit Samples that contain multiple, related components, such as accessories together in one submittal package.
2. Identification: Permanently attach label on unexposed side of Samples that includes the following:
a. Project name and submittal number.
b. Generic description of Sample.
c. Product name and name of manufacturer.
d. Sample source.
e. Number and title of applicable Specification Section. f. Specification paragraph number and generic name of each item.
3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics and identification information for record.
4. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal.
5. Paper Transmittal: Include paper transmittal, including complete submittal information indicated.
6. Disposition: Maintain sets of approved Samples at Project site, available for qualitycontrol comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.
b. Samples not incorporated into the Work, or otherwise designated as City's property, are the property of Contractor.
7. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units, showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Landscape Architect, through City, will return submittal with options selected.
8. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.
a. Number of Samples: Submit 2 sets of Samples. Landscape Architect and City will retain 1 Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a project record Sample.
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1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.
2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least 2 sets of paired units that show approximate limits of variations.
D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:
1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated.
2. Manufacturer and product name, and model number if applicable.
3. Number and name of room or space.
4. Location within room or space.
E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of Landscape Architects and City’s, and other information specified.
F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal.
G. Certificates:
1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.
2. Installer Certificates: Submit written statements on manufacturer's letterhead, certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.
3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead, certifying that manufacturer complies with requirements in the Contract Documents.
Include evidence of manufacturing experience where required.
4. Material Certificates: Submit written statements on manufacturer's letterhead, certifying that material complies with requirements in the Contract Documents.
5. Product Certificates: Submit written statements on manufacturer's letterhead, certifying that product complies with requirements in the Contract Documents.
6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.
H. Test and Research Reports:
1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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performed before installation of product. Include written recommendations for substrate preparation and primers required.
2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.
3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.
4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.
5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.
6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:
a. Name of evaluation organization.
b. Date of evaluation.
c. Time period when report is in effect.
d. Product and manufacturers' names.
e. Description of product.
f. Test procedures and results.
g. Limitations of use.
1.8 DELEGATED-DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are insufficient to perform services or certification required, submit a written request for additional information to Landscape Architect.
B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file copy of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.
1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.
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1.9 CONTRACTOR'S REVIEW
A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents.
Note corrections and field dimensions. Mark with approval stamp before submitting to Landscape Architect and City.
B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.
1. Landscape Architect and City will not review submittals received from Contractor that do not have Contractor's review and approval.
1.10 LANDSCAPE ARCHITECT'S AND CITY’S REVIEW
A. Action Submittals: Landscape Architect and/or City will review each submittal, indicate corrections or revisions required, and return date.
1. PDF or Paper Submittals: Landscape Architect and City will indicate, via markup on each submittal, the appropriate action.
a. No exceptions Taken: Contractor is advised that fabrication, manufacture, or construction may proceed, providing it complies with contract documents. b. Make Corrections Noted: Contractor is advised that fabrication, manufacture, or construction may proceed, providing it complies with Architect’s notations and contract documents.
c. Amend and Resubmit or Rejected-see Remarks: Contractor is advised that no work shall be fabricated, manufactured, or constructed. Contractor shall make a new submittal.
B. Informational Submittals: Landscape Architect and City will review each submittal and will not return it, or will return it if it does not comply with requirements. Landscape Architect and City will forward each submittal to appropriate party.
C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Landscape Architect and/or City.
D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.
E. Landscape Architect and City will return without review submittals received from sources other than Contractor.
F. Submittals not required by the Contract Documents will be returned by Landscape Architect without action.
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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013300
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SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.
1.3 USE CHARGES
A. Installation, removal, and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities engaged in the Project to use temporary services and facilities without cost, including, but not limited to City's construction forces, Landscape Architect, occupants of Project, testing agencies, and authorities having jurisdiction.
B. Sewer Service: Pay sewer-service use charges for sewer usage by all entities for construction operations.
C. Water Service: Pay water-service use charges for water used by all entities for construction operations.
D. Electric Power Service: Pay electric-power-service use charges for electricity used by all entities for construction operations.
E. Water and Sewer Service from Existing System: Water from City's existing water system is available for use with metering. Provide connections and extensions of services and metering as required for construction operations.
F. Electric Power Service from Existing System: Electric power from City's existing system is available for use with metering. Provide connections and extensions of services and metering as required for construction operations.
1.4 INFORMATIONAL SUBMITTALS
A. Site Utilization Plan: Show temporary facilities, temporary utility lines and connections, staging areas, construction site entrances, vehicle circulation, and parking areas for construction personnel.
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B. Implementation and Termination Schedule: Within 15 days of date established for commencement of the Work, submit schedule indicating implementation and termination dates of each temporary utility.
C. Project Identification and Temporary Signs: Show fabrication and installation details, including plans, elevations, details, layouts, typestyles, graphic elements, and message content.
D. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire-prevention program.
E. Moisture- and Mold-Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage and mold. Describe delivery, handling, storage, installation, and protection provisions for materials subject to water absorption or water damage.
1. Indicate procedures for discarding water-damaged materials, protocols for mitigating water intrusion into completed Work, and requirements for replacing water-damaged Work.
2. Indicate sequencing of work that requires water, such as sprayed fire-resistive materials, plastering, and terrazzo grinding, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials.
3. Indicate methods to be used to avoid trapping water in finished work.
F. Noise and Vibration Control Plan: Identify construction activities that may impact the occupancy and use of existing spaces within the building or adjacent existing buildings, whether occupied by others, or occupied by the City. Include the following:
1. Methods used to meet the goals and requirements of the City.
2. Concrete cutting method(s) to be used.
3. Location of construction devices on the site.
4. Show compliance with the use and maintenance of quieted construction devices for the duration of the Project.
5. Indicate activities that may disturb building occupants and that are planned to be performed during non-standard working hours as coordinated with the City.
1.5 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits.
C. Accessible Temporary Egress: Comply with applicable provisions in the United States Access Board's ADA-ABA Accessibility Guidelines.
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1.6 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before City's acceptance, regardless of previously assigned responsibilities.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inch-thick, galvanized-steel, chain-link fabric fencing; minimum 6 feet high with galvanized-steel pipe posts and frames.
B. Fencing Windscreen Privacy Screen: Polyester fabric scrim with grommets for attachment to chain-link fence, sized to height of fence, in color selected by Landscape Architect from manufacturer's standard colors.
C. Dust-Control Adhesive-Surface Walk-Off Mats: Provide mats, minimum 36 by 60 inches.
D. Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively.
2.2 TEMPORARY FACILITIES
A. Field Offices: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading.
B. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations.
1. Store combustible materials apart from building.
2.3 EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.
PART 3 - EXECUTION
3.1 TEMPORARY FACILITIES, GENERAL
A. Conservation: Coordinate construction and use of temporary facilities with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.
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1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as City's property.
3.2 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.
B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.
3.3 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.
1. Arrange with utility company, City, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.
B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.
1. Connect temporary sewers to municipal system as directed by authorities having jurisdiction.
C. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction.
D. Water Service: Connect to City's existing water service facilities. Clean and maintain water service facilities in a condition acceptable to City. At Substantial Completion, restore these facilities to condition existing before initial use.
E. Sanitary Facilities: Provide temporary toilets, wash facilities, safety shower and eyewash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.
F. Temporary Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed.
1. Provide temporary dehumidification systems when required to reduce ambient and substrate moisture levels to level required to allow installation or application of finishes and their proper curing or drying.
G. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entering occupied areas.
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1. Maintain dust partitions during the Work. Use vacuum collection attachments on dustproducing equipment. Isolate limited work within occupied areas using portable dustcontainment devices.
2. Perform daily construction cleanup and final cleanup using approved, HEPA-filterequipped vacuum equipment.
H. Electric Power Service: Connect to City's existing electric power service. Maintain equipment in a condition acceptable to City.
I. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations.
1. Install electric power service overhead unless otherwise indicated.
2. Connect temporary service to City's existing power source, as directed by City.
J. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.
1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system.
K. Telephone Service: Provide telephone number on-site at all times and in common-use facilities for use by all construction personnel. At a minimum of one location on-site, post a list of important telephone numbers.
a. Police and fire departments.
b. Ambulance service.
c. Contractor's home office.
d. Contractor's emergency after-hours telephone number. e. Landscape Architect's office.
f. Engineers' offices.
g. City's office.
h. Principal subcontractors' field and home offices.
3.4 SUPPORT FACILITIES INSTALLATION
A. Comply with the following:
1. Provide construction for temporary field offices, shops, and sheds located within construction area or within 30 feet of building lines that is noncombustible in accordance with ASTM E136. Comply with NFPA 241.
2. Utilize designated area within existing building for temporary field offices.
3. Maintain support facilities until Landscape Architect schedules Substantial Completion inspection. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to City.
B. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations.
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1. Provide dust-control treatment that is nonpolluting and non-tracking. Reapply treatment as required to minimize dust.
C. Traffic Controls: Comply with requirements of authorities having jurisdiction.
1. Protect existing site improvements to remain, including curbs, pavement, and utilities.
2. Maintain access for fire-fighting equipment and access to fire hydrants.
D. Parking: Use designated areas of City's existing parking areas for construction personnel.
E. Storage and Staging: Use designated areas of Project site for storage and staging needs.
F. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction.
Maintain Project site, excavations, and construction free of water.
1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities.
2. Remove snow and ice as required to minimize accumulations.
G. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.
1. Identification Signs: Provide Project identification signs as indicated on Drawings.
2. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project.
a. Provide temporary, directional signs for construction personnel and visitors.
3. Maintain and touch up signs, so they are legible at all times.
H. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction.
I. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.
1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.
3.5 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities.
1. Where access to adjacent properties is required in order to affect protection of existing facilities, obtain written permission from adjacent property City to access property for that purpose.
B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.
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C. Temporary Erosion and Sedimentation Control: Comply with requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent and requirements specified in Section 311000 "Site Clearing." D. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to temporary erosion and sedimentation-control Drawings.
1. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross tree- or plant-protection zones.
2. Inspect, repair, and maintain erosion- and sedimentation-control measures during construction until permanent vegetation has been established.
3. Clean, repair, and restore adjoining properties and roads affected by erosion and sedimentation from Project site during the course of Project.
4. Remove erosion and sedimentation controls, and restore and stabilize areas disturbed during removal.
E. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains.
F. Tree and Plant Protection: Comply with requirements specified in Section 015639 "Temporary Tree and Plant Protection."
G. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion.
H. Pest Control: Engage pest-control service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals, so Project will be free of pests and their residues at Substantial Completion. Perform control operations lawfully, using materials approved by authorities having jurisdiction.
I. Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in a manner that will prevent people from easily entering site except by entrance gates.
1. Extent of Fence: As indicated on Drawings.
2. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Furnish one set of keys to City.
J. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each workday.
K. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.
L. Temporary Egress: Provide temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. Provide signage directing occupants to temporary egress.
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3.6 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.
B. Maintenance: Maintain facilities in good operating condition until removal.
C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion.
D. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.
1. Materials and facilities that constitute temporary facilities are property of Contractor.
City reserves right to take possession of Project identification signs.
2. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures."
END OF SECTION 015000
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SECTION 311000 - SITE CLEARING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Protecting existing vegetation to remain.
2. Removing existing vegetation.
3. Clearing and grubbing.
4. Stripping and stockpiling topsoil.
5. Stripping and stockpiling rock.
6. Removing above- and below-grade site improvements.
7. Disconnecting, capping or sealing, and removing site utilities abandoning site utilities in place.
8. Temporary erosion and sedimentation control.
B. Related Requirements:
1. Section 015000 "Temporary Facilities and Controls" for temporary erosion- and sedimentation-control measures.
C. Related Requirements:
1. Section 01500 "Temporary Facilities and Controls" for temporary erosion- and sedimentation-control measures.
1.3 DEFINITIONS
A. Subsoil: Soil beneath the level of subgrade; soil beneath the topsoil layers of a naturally occurring soil profile, typified by less than 1 percent organic matter and few soil organisms.
B. Surface Soil: Soil that is present at the top layer of the existing soil profile. In undisturbed areas, surface soil is typically called "topsoil," but in disturbed areas such as urban environments, the surface soil can be subsoil.
C. Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing inplace surface soil; the zone where plant roots grow.
D. Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing inplace surface soil; the zone where plant roots grow. Its appearance is generally friable, pervious, Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
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and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects larger than 2 inches in diameter; and free of weeds, roots, toxic materials, or other non-soil materials.
E. Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction and indicated on Drawings.
F. Tree-Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction and indicated on Drawings.
G. Vegetation: Trees, shrubs, groundcovers, grass, and other plants.
1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.5 MATERIAL OWNERSHIP
A. Except for materials indicated to be stockpiled or otherwise remain City’s property, cleared materials shall become Contractor's property and shall be removed from Project site.
1.6 INFORMATIONAL SUBMITTALS
A. Existing Conditions: Documentation of existing trees and plantings, adjoining construction, and site improvements that establishes preconstruction conditions that might be misconstrued as damage caused by site clearing.
1. Use sufficiently detailed photographs or video recordings.
2. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plant designated to remain.
B. Topsoil stripping and stockpiling program.
C. Record Drawings: Identifying and accurately showing locations of capped utilities and other subsurface structural, electrical, and mechanical conditions.
D. Burning: Documentation of compliance with burning requirements and permitting of authorities having jurisdiction. Identify location(s) and conditions under which burning will be performed.
1.7 QUALITY ASSURANCE
A. Topsoil Stripping and Stockpiling Program: Prepare a written program to systematically demonstrate the ability of personnel to properly follow procedures and handle materials and equipment during the Work. Include dimensioned diagrams for placement and protection of stockpiles.
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1.8 FIELD CONDITIONS
A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations.
1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from County and authorities having jurisdiction.
2. Provide alternate routes around closed or obstructed trafficways if required by City or authorities having jurisdiction.
B. Salvageable Improvements: Carefully remove items indicated to be salvaged and store on City's premises as directed by City.
C. Utility Locator Service: Notify 811 USA North for area where Project is located before site clearing.
D. Do not commence site clearing operations until temporary erosion- and sedimentationcontrol and plant-protection measures are in place.
E. Tree- and Plant-Protection Zones: Protect according to requirements in Section 015639 "Temporary Tree and Plant Protection."
F. Soil Stripping, Handling, and Stockpiling: Perform only when the soil is dry or slightly moist.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Satisfactory Soil Material: Requirements for satisfactory soil material are specified in Section 312000 "Earth Moving."
1. Obtain approved borrow soil material off-site when satisfactory soil material is not available on-site.
B. Antirust Coating: Fast-curing, lead- and chromate-free, self-curing, universal modified-alkyd primer complying with SSPC-Paint 20 or SSPC-Paint 29 zinc-rich coating.
PART 3 - EXECUTION
3.1 PREPARATION
A. Protect and maintain benchmarks and survey control points from disturbance during construction.
B. Verify that trees, shrubs, and other vegetation to remain or to be relocated have been flagged and that protection zones have been identified and enclosed according to requirements in Section 015639 "Temporary Tree and Plant Protection."
C. Protect existing site improvements to remain from damage during construction.
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1. Restore damaged improvements to their original condition, as acceptable to City.
3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL
A. Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways, according to erosion- and sedimentation-control Drawings and requirements of authorities having jurisdiction.
B. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones.
C. Inspect, maintain, and repair erosion- and sedimentation-control measures during construction until permanent vegetation has been established.
D. Remove erosion and sedimentation controls, and restore and stabilize areas disturbed during removal.
3.3 TREE AND PLANT PROTECTION
A. Protect trees and plants remaining on-site according to requirements in Section 015639 "Temporary Tree and Plant Protection."
B. Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations according to requirements in Section 015639 "Temporary Tree and Plant Protection."
3.4 EXISTING UTILITIES
A. City will arrange for disconnecting and sealing indicated utilities that serve existing structures before site clearing, when requested by Contractor.
1. Verify that utilities have been disconnected and capped before proceeding with site clearing.
B. Locate, identify, disconnect, and seal or cap utilities indicated to be removed or abandoned in place.
1. Arrange with utility companies to shut off indicated utilities.
2. City will arrange to shut off indicated utilities when requested by Contractor.
C. Locate, identify, and disconnect utilities indicated to be abandoned in place.
D. Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by City or others, unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:
1. Notify City not less than two days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without City’s written permission.
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E. Excavate for and remove underground utilities indicated to be removed.
F. Removal of underground utilities is included in earthwork sections; in applicable electrical, communications, and utilities sections; and in Section 024119 "Selective Demolition."
3.5 CLEARING AND GRUBBING
A. Remove obstructions, trees, shrubs, and other vegetation to permit installation of new construction.
1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated.
2. Grind down stumps and remove roots larger than 2 inches in diameter, obstructions, and debris to a depth of 24 inches below exposed subgrade.
3. Use only hand methods or air spade for grubbing within protection zones.
4. Chip removed tree branches and dispose of off-site.
B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated.
1. Place fill material in horizontal layers not exceeding a loose depth of 6 inches, and compact each layer to a density equal to adjacent original ground.
3.6 TOPSOIL STRIPPING
A. Remove sod and grass before stripping topsoil.
B. Strip topsoil to depth in a manner to prevent intermingling with underlying subsoil or other waste materials.
1. Remove subsoil and non-soil materials from topsoil, including clay lumps, gravel, and other objects larger than 2 inches in diameter; trash, debris, weeds, roots, and other waste materials.
C. Stockpile topsoil away from edge of excavations without intermixing with subsoil or other materials. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust and erosion by water.
1. Limit height of topsoil stockpiles to 72 inches.
2. Do not stockpile topsoil within protection zones.
3. Dispose of surplus topsoil. Surplus topsoil is that which exceeds quantity indicated to be stockpiled or reused.
4. Stockpile surplus topsoil to allow for respreading deeper topsoil.
3.7 SITE IMPROVEMENTS
A. Remove existing above- and below-grade improvements as indicated and necessary to facilitate new construction.
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B. Remove slabs, paving, curbs, gutters, and aggregate base as indicated.
1. Unless existing full-depth joints coincide with line of demolition, neatly saw-cut along line of existing pavement to remain before removing adjacent existing pavement. Saw-cut faces vertically.
2. Paint cut ends of steel reinforcement in concrete to remain with two coats of antirust coating, following coating manufacturer's written instructions. Keep paint off surfaces that will remain exposed.
3.8 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off City’s property.
B. Separate recyclable materials produced during site clearing from other nonrecyclable materials.
Store or stockpile without intermixing with other materials, and transport them to recycling facilities. Do not interfere with other Project work.
END OF SECTION 311000
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SECTION 321313 - CONCRETE PAVING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes the following Concrete Paving:
1. Basketball Courts.
2. Walks.
B. Related Requirements:
1. Section 321373 "Concrete Paving Joint Sealants" for joint sealants in expansion and contraction joints within concrete paving and in joints between concrete paving and asphalt paving or adjacent construction.
1.3 DEFINITIONS
A. Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulic cement, fly ash, slag cement, and other pozzolans.
B. W/C Ratio: The ratio by weight of water to cementitious materials.
1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Review methods and procedures related to concrete paving, including but not limited to, the following:
a. Concrete mixture design.
b. Quality control of concrete materials and concrete paving construction practices.
2. Require representatives of each entity directly concerned with concrete paving to attend, including the following:
a. Contractor's superintendent.
b. Independent testing agency responsible for concrete design mixtures. c. Ready-mix concrete manufacturer.
d. Concrete paving Subcontractor.
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e. Manufacturer's representative of stamped concrete paving system used for stamped detectable warnings.
1.5 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Samples for Initial Selection: For each type of product, ingredient, or admixture requiring color selection.
C. Samples for Verification: For each type of product or exposed finish, prepared as Samples of size indicated below:
1. Exposed Aggregate: 10-lb Sample of each mix.
D. Design Mixtures: For each concrete paving mixture. Include alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.
1.6 INFORMATIONAL SUBMITTALS
A. Qualification Data: For qualified ready-mix concrete manufacturer and testing agency.
B. Material Certificates: For the following, from manufacturer:
1. Cementitious materials.
2. Steel reinforcement and reinforcement accessories.
3. Fiber reinforcement.
4. Admixtures.
5. Curing compounds.
6. Applied finish materials.
7. Bonding agent or epoxy adhesive.
8. Joint fillers.
C. Material Test Reports: For each of the following:
1. Aggregates
D. Field quality-control reports.
1.7 QUALITY ASSURANCE
A. Stamped Detectable Warning Installer Qualifications: An employer of workers trained and approved by manufacturer of stamped concrete paving systems.
B. Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing readymixed concrete products and that complies with ASTM C94/C94M requirements for production facilities and equipment.
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1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities" (Quality Control Manual - Section 3, "Plant Certification Checklist").
C. Testing Agency Qualifications: Qualified according to ASTM C1077 and ASTM E329 for testing indicated.
1. Personnel conducting field tests shall be qualified as ACI Concrete Field-Testing Technician, Grade 1, according to ACI CP-1 or an equivalent certification program.
D. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.
1. Build mockups of full-thickness sections of concrete paving to demonstrate typical joints; surface finish, texture, and color; curing; and standard of workmanship.
2. Build mockups of concrete paving in the location and of the size indicated or, if not indicated, build mockups where directed by Landscape Architect or City and not less than 96 inches by 96 inches.
3. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Landscape Architect or City specifically approves such deviations in writing.
4. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.
1.8 PRECONSTRUCTION TESTING
A. Preconstruction Testing Service: Engage a qualified independent testing agency to perform preconstruction testing on concrete paving mixtures.
1.9 FIELD CONDITIONS
A. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities.
B. Cold-Weather Concrete Placement: Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing, or low temperatures. Comply with ACI 306.1 and the following:
1. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F and not more than 80 deg F at point of placement.
2. Do not use frozen materials or materials containing ice or snow.
3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in design mixtures.
C. Hot-Weather Concrete Placement: Comply with ACI 301 and as follows when hot-weather conditions exist:
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1. Cool ingredients before mixing to maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated in total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option.
2. Cover steel reinforcement with water-soaked burlap, so steel temperature will not exceed ambient air temperature immediately before embedding in concrete.
3. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots, or dry areas.
PART 2 - PRODUCTS
2.1 CONCRETE, GENERAL
A. ACI Publications: Comply with ACI 301 unless otherwise indicated.
2.2 FORMS
A. Form Materials: Plywood, metal, metal-framed plywood, or other approved panel-type materials to provide full-depth, continuous, straight, and smooth exposed surfaces.
1. Use flexible or uniformly curved forms for curves with a radius of 100 feet or less. Do not use notched and bent forms.
B. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and that will not impair subsequent treatments of concrete surfaces.
2.3 STEEL REINFORCEMENT
A. Plain-Steel Welded-Wire Reinforcement: ASTM A1064/A1064M, fabricated from galvanizedsteel wire into flat sheets.
B. Deformed-Steel Welded-Wire Reinforcement: ASTM A1064/A1064M, flat sheet.
C. Epoxy-Coated Welded-Wire Reinforcement: ASTM A884/A884M, Class A, plain steel.
D. Reinforcing Bars: ASTM A615/A615M, Grade 60; deformed.
E. Galvanized Reinforcing Bars: ASTM A767/A767M, Class II zinc coated, hot-dip galvanized after fabrication and bending; with ASTM A615/A615M, Grade 60 deformed bars.
F. Epoxy-Coated Reinforcing Bars: ASTM A775/A775M or ASTM A934/A934M; with ASTM A615/A615M, Grade 60 deformed bars.
G. Steel Bar Mats: ASTM A184/A184M; with ASTM A615/A615M, Grade 60 deformed bars; assembled with clips.
H. Plain-Steel Wire: ASTM A1064/A1064M, as drawn.
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I. Deformed-Steel Wire: ASTM A1064/A1064M.
J. Epoxy-Coated-Steel Wire: ASTM A884/A884M, Class A; coated, plain.
K. Joint Dowel Bars: ASTM A615/A615M, Grade 60 plain-steel bars[; zinc coated (galvanized) after fabrication according to ASTM A767/A767M, Class I coating. Cut bars true to length with ends square and free of burrs.
L. Epoxy-Coated, Joint Dowel Bars: ASTM A775/A775M; with ASTM A615/A615M, Grade 60 plain-steel bars.
M. Tie Bars: ASTM A615/A615M, Grade 60; deformed.
N. Hook Bolts: ASTM A307, Grade A, internally and externally threaded. Design hook-bolt joint assembly to hold coupling against paving form and in position during concreting operations, and to permit removal without damage to concrete or hook bolt.
O. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars, welded-wire reinforcement, and dowels in place. Manufacture bar supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete of greater compressive strength than concrete specified, and as follows:
1. Equip wire bar supports with sand plates or horizontal runners where base material will not support chair legs.
2. For epoxy-coated reinforcement, use epoxy-coated or other dielectric-polymer-coated wire bar supports.
P. Epoxy Repair Coating: Liquid, two-part, epoxy repair coating, compatible with epoxy coating on reinforcement.
Q. Zinc Repair Material: ASTM A780/A780M.
2.4 CONCRETE MATERIALS
A. Cementitious Materials: Use the following cementitious materials, of same type, brand, and source throughout Project:
1. Portland Cement: ASTM C150/C150M, gray Portland cement
2. Fly Ash: ASTM C618
3. Slag Cement: ASTM C989/C989M, Grade 100 or 120.
4. Blended Hydraulic Cement: ASTM C595/C595M, Type IS, portland blast-furnace slag B. Normal-Weight Aggregates: ASTM C33/C33M, uniformly graded. Provide aggregates from a single source with documented service-record data of at least 10 years' satisfactory service in similar paving applications and service conditions using similar aggregates and cementitious materials.
1. Maximum Coarse-Aggregate Size: 3/4 inch nominal.
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2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.
C. Exposed Aggregate: Selected, hard, and durable; washed; free of materials with deleterious reactivity to cement or that cause staining; from a single source, with gap-graded coarse aggregate as follows:
1. Aggregate Sizes: 3/4 to 1 inch
2. Aggregate Source, Shape, and Color: per plans.
D. Air-Entraining Admixture: ASTM C260/C260M.
E. Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material.
1. Water-Reducing Admixture: ASTM C494/C494M, Type A.
2. Retarding Admixture: ASTM C494/C494M, Type B.
3. Water-Reducing and Retarding Admixture: ASTM C494/C494M, Type D.
4. High-Range, Water-Reducing Admixture: ASTM C494/C494M, Type F.
5. High-Range, Water-Reducing and Retarding Admixture: ASTM C494/C494M, Type G.
6. Plasticizing and Retarding Admixture: ASTM C1017/C1017M, Type II.
F. Water: Potable and complying with ASTM C94/C94M.
2.5 RELATED MATERIALS
A. Joint Fillers: ASTM D1751, asphalt-saturated cellulosic fiber.
B. Slip-Resistive Aggregate Finish: Factory-graded, packaged, rustproof, nonglazing, abrasive aggregate of fused aluminum-oxide granules or crushed emery aggregate containing not less than 50 percent aluminum oxide and not less than 20 percent ferric oxide; unaffected by freezing, moisture, and cleaning materials.
C. Bonding Agent: ASTM C1059/C1059M, Type II, non-redispersible, acrylic emulsion or styrene butadiene.
D. Epoxy-Bonding Adhesive: ASTM C881/C881M, two-component epoxy resin capable of humid curing and bonding to damp surfaces; of class suitable for application temperature, of grade complying with requirements, and of the following types:
E. Chemical Surface Retarder: Water-soluble, liquid, set retarder with color dye, for horizontal concrete surface application, capable of temporarily delaying final hardening of concrete to a depth of 1/8 to 1/4 inch.
F. Rock Salt: Sodium chloride crystals, kiln dried, coarse gradation with 100 percent passing 3/8- inch sieve and 85 percent retained on a No. 8 sieve.
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2.6 CONCRETE MIXTURES
A. Prepare design mixtures, proportioned according to ACI 301, for each type and strength of normal-weight concrete, and as determined by either laboratory trial mixtures or field experience.
1. Use a qualified independent testing agency for preparing and reporting proposed concrete design mixtures for the trial batch method.
2. When automatic machine placement is used, determine design mixtures and obtain laboratory test results that comply with or exceed requirements.
B. Cementitious Materials:Use fly ash, pozzolan, slag cement, and silica fume as needed to reduce the total amount of portland cement, which would otherwise be used, by not less than 40 percent.
1. Fly Ash or Pozzolan: 25 percent.
2. Slag Cement: 50 percent.
3. Combined Fly Ash or Pozzolan, and Slag Cement: 50 percent, with fly ash or pozzolan not exceeding 25 percent.
C. Limit water-soluble, chloride-ion content in hardened concrete to [0.15] [0.30] percent by weight of cement.
D. Chemical Admixtures: Use admixtures according to manufacturer's written instructions.
1. Use water-reducing admixture in concrete as required for placement and workability.
2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.
E. Color Pigment: Add color pigment to concrete mixture according to manufacturer's written instructions and to result in hardened concrete color consistent with approved mockup.
F. Concrete Mixtures: Normal-weight concrete.
1. Compressive Strength (28 Days): 4500 psi
2. Maximum W/C Ratio at Point of Placement: 0.45
3. Slump Limit: 4 inches, plus or minus 1 inch.
2.7 CONCRETE MIXING
A. Ready-Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to ASTM C94/C94M and ASTM C1116/C1116M. Furnish batch certificates for each batch discharged and used in the Work.
1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.
B. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C94/C94M. Mix concrete materials in appropriate drum-type batch machine mixer.
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1. For concrete batches of 1 cu. yd. or smaller, continue mixing at least 1-1/2 minutes, but not more than 5 minutes after ingredients are in mixer, before any part of batch is released.
2. For concrete batches larger than 1 cu. yd., increase mixing time by 15 seconds for each additional 1 cu. yd.
3. Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mixture type, mixing time, quantity, and amount of water added.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine exposed subgrades and subbase surfaces for compliance with requirements for dimensional, grading, and elevation tolerances.
B. Proof-roll prepared subbase surface below concrete paving to identify soft pockets and areas of excess yielding.
1. Completely proof-roll subbase in one direction and repeat in perpendicular direction.
Limit vehicle speed to 3 mph.
2. Proof-roll with a pneumatic-tired and loaded, 10-wheel, tandem-axle dump truck weighing not less than 15 tons.
3. Correct subbase with soft spots and areas of pumping or rutting exceeding depth of 1/2 inch according to requirements in Section 312000 "Earth Moving." C. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Remove loose material from compacted subbase surface immediately before placing concrete.
3.3 EDGE FORMS AND SCREED CONSTRUCTION
A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement.
B. Clean forms after each use and coat with form-release agent to ensure separation from concrete without damage.
3.4 INSTALLATION OF STEEL REINFORCEMENT
A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement.
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B. Clean reinforcement of loose rust and mill scale, earth, ice, or other bond-reducing materials.
C. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement. Maintain minimum cover to reinforcement.
D. Install welded-wire reinforcement in lengths as long as practicable. Lap adjoining pieces at least one full mesh, and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction.
E. Zinc-Coated Reinforcement: Use galvanized-steel wire ties to fasten zinc-coated reinforcement.
Repair cut and damaged zinc coatings with zinc repair material.
F. Epoxy-Coated Reinforcement: Use epoxy-coated steel wire ties to fasten epoxy-coated reinforcement. Repair cut and damaged epoxy coatings with epoxy repair coating according to ASTM D3963/D3963M.
G. Install fabricated bar mats in lengths as long as practicable. Handle units to keep them flat and free of distortions. Straighten bends, kinks, and other irregularities, or replace units as required before placement. Set mats for a minimum 2-inch overlap of adjacent mats.
3.5 JOINTS
A. General: Form construction, isolation, and contraction joints and tool edges true to line, with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline unless otherwise indicated.
1. When joining existing paving, place transverse joints to align with previously placed joints unless otherwise indicated.
B. Construction Joints: Set construction joints at side and end terminations of paving and at locations where paving operations are stopped for more than one-half hour unless paving terminates at isolation joints.
1. Continue steel reinforcement across construction joints unless otherwise indicated. Do not continue reinforcement through sides of paving strips unless otherwise indicated.
2. Provide tie bars at sides of paving strips where indicated.
3. Butt Joints: Use a bonding agent at joint locations where fresh concrete is placed against hardened or partially hardened concrete surfaces.
4. Keyed Joints: Provide preformed keyway-section forms or bulkhead forms with keys unless otherwise indicated. Embed keys at least 1-1/2 inches into concrete.
5. Doweled Joints: Install dowel bars and support assemblies at joints where indicated.
Lubricate or coat with asphalt one-half of dowel length to prevent concrete bonding to one side of joint.
C. Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, other fixed objects, and where indicated.
1. Locate expansion joints at intervals of 24 feet unless otherwise indicated.
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2. Extend joint fillers full width and depth of joint.
3. Terminate joint filler not less than 1/2 inch or more than 1 inch below finished surface if joint sealant is indicated.
4. Place top of joint filler flush with finished concrete surface if joint sealant is not indicated.
5. Furnish joint fillers in one-piece lengths. Where more than one length is required, lace or clip joint-filler sections together.
6. During concrete placement, protect top edge of joint filler with metal, plastic, or other temporary preformed cap. Remove protective cap after concrete has been placed on both sides of joint.
D. Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness.
1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint with grooving tool to a 1/4-inch radius. Repeat grooving of contraction joints after applying surface finishes. Eliminate grooving-tool marks on concrete surfaces.
a. Tolerance: Ensure that grooved joints are within 3 inches either way from centers of dowels.
2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before developing random contraction cracks.
a. Tolerance: Ensure that sawed joints are within 3 inches either way from centers of dowels.
3. Doweled Contraction Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or coat with asphalt one-half of dowel length to prevent concrete bonding to one side of joint.
E. Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an edging tool to a 1/4-inch radius. Repeat tooling of edges after applying surface finishes.
Eliminate edging-tool marks on concrete surfaces.
3.6 CONCRETE PLACEMENT
A. Before placing concrete, inspect and complete formwork installation, steel reinforcement, and items to be embedded or cast-in.
B. Moisten subbase to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment.
C. Comply with ACI 301 requirements for measuring, mixing, transporting, and placing concrete.
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D. Do not add water to concrete during delivery or at Project site. Do not add water to fresh concrete after testing.
E. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place.
F. Consolidate concrete according to ACI 301 by mechanical vibrating equipment supplemented by hand spading, rodding, or tamping.
1. Consolidate concrete along face of forms and adjacent to transverse joints with an internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms.
Use only square-faced shovels for hand spreading and consolidation. Consolidate with care to prevent dislocating reinforcement joint devices.
G. Screed paving surface with a straightedge and strike off.
H. Commence initial floating using bull floats or darbies to impart an open-textured and uniform surface plane before excess moisture or bleedwater appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments.
I. Curbs and Gutters: Use design mixture for automatic machine placement. Produce curbs and gutters to required cross section, lines, grades, finish, and jointing.
J. Slip-Form Paving: Use design mixture for automatic machine placement. Produce paving to required thickness, lines, grades, finish, and jointing.
1. Compact subbase and prepare subgrade of sufficient width to prevent displacement of slip-form paving machine during operations.
3.7 FLOAT FINISHING
A. General: Do not add water to concrete surfaces during finishing operations.
B. Float Finish: Begin the second floating operation when bleedwater sheen has disappeared and concrete surface has stiffened sufficiently to permit operations. Float surface with power-driven floats or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform granular texture.
1. Burlap Finish: Drag a seamless strip of damp burlap across float-finished concrete, perpendicular to line of traffic, to provide a uniform, gritty texture.
2. Medium-to-Fine-Textured Broom Finish: Draw a soft-bristle broom across float-finished concrete surface, perpendicular to line of traffic, to provide a uniform, fine-line texture.
3. Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating floatfinished concrete surface 1/16 to 1/8 inch deep with a stiff-bristled broom, perpendicular to line of traffic.
3.8 SPECIAL FINISHES
A. Monolithic Exposed-Aggregate Finish: Expose coarse aggregate in paving surface as follows:
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1. Immediately after float finishing, spray-apply chemical surface retarder to paving according to manufacturer's written instructions.
2. Cover paving surface with plastic sheeting, sealing laps with tape, and remove when ready to continue finishing operations.
3. Without dislodging aggregate, remove mortar concealing the aggregate by lightly brushing surface with a stiff, nylon-bristle broom. Do not expose more than one-third of the average diameter of the aggregate and not more than one-half of the diameter of the smallest aggregate.
4. Fine-spray surface with water and brush. Repeat cycle of water flushing and brushing until cement film is removed from aggregate surfaces to depth required.
3.9 CONCRETE PROTECTION AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures.
B. Comply with ACI 306.1 for cold-weather protection.
C. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete but before float finishing.
D. Begin curing after finishing concrete but not before free water has disappeared from concrete surface.
E. Curing Methods: Cure concrete by moisture curing follows:
1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following materials:
a. Water.
b. Continuous water-fog spray.
c. Absorptive cover, water saturated and kept continuously wet. Cover concrete surfaces and edges with 12-inch lap over adjacent absorptive covers.
2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Immediately repair any holes or tears occurring during installation or curing period, using cover material and waterproof tape.
3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating, and repair damage during curing period.
3.10 PAVING TOLERANCES
A. Comply with tolerances in ACI 117 and as follows:
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1. Elevation: 3/4 inch.
2. Thickness: Plus 3/8 inch, minus 1/4 inch.
3. Surface: Gap below 10-feet- long; unleveled straightedge not to exceed 1/2 inch.
4. Alignment of Tie-Bar End Relative to Line Perpendicular to Paving Edge: 1/2 inch per 12 inches of tie bar.
5. Lateral Alignment and Spacing of Dowels: 1 inch.
6. Vertical Alignment of Dowels: 1/4 inch.
7. Alignment of Dowel-Bar End Relative to Line Perpendicular to Paving Edge: 1/4 inch per 12 inches of dowel.
8. Joint Spacing: 3 inches.
9. Contraction Joint Depth: Plus 1/4 inch, no minus.
10. Joint Width: Plus 1/8 inch, no minus.
3.11 FIELD QUALITY CONTROL
A. Testing Agency: City will engage a qualified testing agency to perform tests and inspections.
B. Testing Services: Testing and inspecting of composite samples of fresh concrete obtained according to ASTM C172/C172M shall be performed according to the following requirements:
1. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. or fraction thereof of each concrete mixture placed each day.
a. When frequency of testing will provide fewer than five compressive-strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used.
2. Slump: ASTM C143/C143M; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change.
3. Air Content: ASTM C231/C231M, pressure method; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture.
4. Concrete Temperature: ASTM C1064/C1064M; one test hourly when air temperature is 40 deg F and below and when it is 80 deg F and above, and one test for each composite sample.
5. Compression Test Specimens: ASTM C31/C31M; cast and laboratory cure one set of three standard cylinder specimens for each composite sample.
6. Compressive-Strength Tests: ASTM C39/C39M; test one specimen at seven days and two specimens at 28 days.
a. A compressive-strength test shall be the average compressive strength from two specimens obtained from same composite sample and tested at 28 days.
C. Strength of each concrete mixture will be satisfactory if average of any three consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi.
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D. Test results shall be reported in writing to Landscape Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests.
E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Landscape Architect but will not be used as sole basis for approval or rejection of concrete.
F. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Landscape Architect.
G. Concrete paving will be considered defective if it does not pass tests and inspections.
H. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.
I. Prepare test and inspection reports.
3.12 REPAIR AND PROTECTION
A. Remove and replace concrete paving that is broken, damaged, or defective or that does not comply with requirements in this Section. Remove work in complete sections from joint to joint unless otherwise approved by Landscape Architect.
B. Drill test cores, where directed by Landscape Architect, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory paving areas with portland cement concrete bonded to paving with epoxy adhesive.
C. Protect concrete paving from damage. Exclude traffic from paving for at least 14 days after placement. When construction traffic is permitted, maintain paving as clean as possible by removing surface stains and spillage of materials as they occur.
D. Maintain concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep paving not more than two days before date scheduled for Substantial Completion inspections.
END OF SECTION 321313
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 63 of 76 311000 - 1 City of Madera
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SECTION 321373 - CONCRETE PAVING JOINT SEALANTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Cold-applied joint sealants.
2. Joint-sealant backer materials.
3. Primers.
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data:
1. Concrete pavement joint sealants.
2. Joint-sealant backer materials.
B. Samples for Initial Selection: Manufacturer's standard color sheets, showing full range of available colors for each type of joint sealant.
C. Samples for Verification: Actual sample of finished products for each kind and color of joint sealant required.
1. Size: Joint sealants in 1/2-inch- wide joints formed between two 6-inch- long strips of material matching the appearance of exposed surfaces adjacent to joint sealants.
D. Paving-Joint-Sealant Schedule: Include the following information:
1. Joint-sealant application, joint location, and designation.
2. Joint-sealant manufacturer and product name.
3. Joint-sealant formulation.
4. Joint-sealant color.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Statements: For Installer & testing agency.
1.5 QUALITY ASSURANCE
A. Qualifications:
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 64 of 76 311000 - 2 City of Madera
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1. Installers: Entity that employs installers and supervisors who are trained and approved by manufacturer.
1.6 PRECONSTRUCTION TESTING
A. Preconstruction Testing: Performed by a qualified testing agency.
1.7 FIELD CONDITIONS
A. Do not proceed with installation of joint sealants under the following conditions:
1. When ambient and substrate temperature conditions are outside limits permitted by jointsealant manufacturer or are below 40 deg F.
2. When joint substrates are wet.
3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated.
4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates.
PART 2 - PRODUCTS
2.1 SOURCE LIMITATIONS
A. Obtain joint sealants from single manufacturer for each sealant type.
2.2 JOINT SEALANTS, GENERAL
A. Compatibility: Provide joint sealants, backer materials, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience.
2.3 COLD-APPLIED JOINT SEALANTS
A. Single-Component, Self-Leveling, Silicone Joint Sealant: ASTM D5893/D5893M, Type SL.
2.4 COLD-APPLIED, JOINT SEALANTS
A. Single-Component, Pourable, Modified-Urethane, Elastomeric Joint Sealant: ASTM C920, Type S, Grade P, Class 25, for Use T.
2.5 JOINT-SEALANT BACKER MATERIALS
A. Joint-Sealant Backer Materials: Non-staining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by joint-sealant manufacturer, based on field experience and laboratory testing.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 65 of 76 311000 - 3 City of Madera
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B. Round Backer Rods for Cold- and Hot-Applied Joint Sealants: ASTM D5249, Type 1, of diameter and density required to control sealant depth and prevent bottom-side adhesion of sealant.
C. Round Backer Rods for Cold-Applied Joint Sealants: ASTM D5249, Type 3, of diameter and density required to control joint-sealant depth and prevent bottom-side adhesion of sealant.
D. Backer Strips for Cold- and Hot-Applied Joint Sealants: ASTM D5249; Type 2; of thickness and width required to control joint-sealant depth, prevent bottom-side adhesion of sealant, and fill remainder of joint opening under sealant.
2.6 PRIMERS
A. Primers: Product recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine joints to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting jointsealant performance.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Surface Cleaning of Joints: Before installing joint sealants, clean out joints immediately to comply with joint-sealant manufacturer's written instructions.
1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost.
B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by joint-sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions.
Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces.
3.3 INSTALLATION OF JOINT SEALANTS
A. Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated unless more stringent requirements apply.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 66 of 76 311000 - 4 City of Madera
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B. Joint-Sealant Installation Standard: Comply with recommendations in ASTM C1193 for use of joint sealants as applicable to materials, applications, and conditions.
C. Install joint-sealant backers to support joint sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability.
1. Do not leave gaps between ends of joint-sealant backer materials.
2. Do not stretch, twist, puncture, or tear joint-sealant backer materials.
3. Remove absorbent joint-sealant backer materials that have become wet before sealant application and replace them with dry materials.
D. Install joint sealants immediately following backer material installation, using proven techniques that comply with the following:
1. Place joint sealants so they fully contact joint substrates.
2. Completely fill recesses in each joint configuration.
3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.
E. Tooling of Nonsag Joint Sealants: Immediately after joint-sealant application and before skinning or curing begins, tool sealants in accordance with the following requirements to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint:
1. Remove excess joint sealant from surfaces adjacent to joints.
2. Use tooling agents that are approved in writing by joint-sealant manufacturer and that do not discolor sealants or adjacent surfaces.
F. Provide joint configuration to comply with joint-sealant manufacturer's written instructions unless otherwise indicated.
3.4 CLEANING AND PROTECTION
A. Clean off excess joint sealant as the Work progresses, by methods and with cleaning materials approved in writing by joint-sealant manufacturers.
B. Protect joint sealants, during and after curing period, from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately and replace with joint sealant so installations in repaired areas are indistinguishable from the original work.
3.5 PAVING-JOINT-SEALANT SCHEDULE
A. Joints within concrete paving
1. Joint Location:
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 67 of 76 311000 - 5 City of Madera
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a. Expansion and isolation joints in concrete paving.
b. Contraction joints in concrete paving.
c. Other joints as indicated.
2. Joint Sealant: Single-component, non-sag, silicone joint sealant
3. Joint-Sealant Color: Match adjacent paving.
END OF SECTION 321373
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 68 of 76 321723 - 1 City of Madera
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SECTION 321723 - PAVEMENT MARKINGS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Painted markings applied to concrete surfaces.
1.3 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Review methods and procedures related to marking asphalt paving or concrete surfaces including, but not limited to, the following:
a. Concrete-surface aging period before application of pavement markings. b. Review requirements for protecting pavement markings, including restriction of traffic during installation period.
1.4 ACTION SUBMITTALS
A. Product Data: Include technical data and tested physical and performance properties.
1. Pavement-marking paint, acrylic.
B. Shop Drawings:
1. Indicate pavement markings, colors, lane separations, defined parking spaces, and dimensions to adjacent work.
2. Indicate, with international symbol of accessibility, spaces allocated for people with disabilities.
C. Samples: For each exposed product and for each color and texture specified; on rigid backing, 8 inches square.
1.5 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements for pavement-marking work.
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 69 of 76 321723 - 2 City of Madera
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1. Measurement and payment provisions and safety program submittals included in standard specifications do not apply to this Section.
1.6 FIELD CONDITIONS
A. Environmental Limitations: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface temperature of 40 deg F for alkyd materials and 55 deg F for water-based materials, and not exceeding 95 deg F.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Source Limitations: Obtain pavement-marking paints from single source from single manufacturer.
2.2 PERFORMANCE REQUIREMENTS
A. Accessibility Standard: Comply with applicable provisions in the USDOJ's "2010 ADA Standards for Accessible Design", the ABA standards of the Federal agency having jurisdiction, and ICC A117.1.
2.3 PAVEMENT-MARKING PAINT
A. Pavement-Marking Paint, Acrylic: Acrylic, waterborne emulsion, lead and chromate free, ready mixed, complying with FS TT-P-1952F, Type II, with drying time of less than [three] [45] minutes.
1. Color: As indicated per plans.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that pavement-marking substrate is dry and in suitable condition to begin pavement marking in accordance with manufacturer's written instructions.
B. Proceed with pavement marking only after unsatisfactory conditions have been corrected.
3.2 PAVEMENT MARKING
A. Do not apply pavement-marking paint until layout, colors, and placement have been verified with Architect.
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Attachment B, Technical Specifications by Westwood Engineering, Page 70 of 76 321723 - 3 City of Madera
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B. Allow asphalt paving or concrete surfaces to age for a minimum of 30 days before starting pavement marking.
C. Sweep and clean surface to eliminate loose material and dust.
D. Apply paint with mechanical equipment to produce pavement markings, of dimensions indicated, with uniform, straight edges. Apply at manufacturer's recommended rates to provide a minimum wet film thickness of 15 mils.
1. Apply graphic symbols and lettering with paint-resistant, die-cut stencils, firmly secured to asphalt paving or concrete surface. Mask an extended area beyond edges of each stencil to prevent paint application beyond stencil. Apply paint so that it cannot run beneath stencil.
2. Broadcast glass beads uniformly into wet markings at a rate of 6 lb/gal.
3.3 PROTECTING AND CLEANING
A. Protect pavement markings from damage and wear during remainder of construction period.
B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.
END OF SECTION 321723
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 71 of 76 323300 - 1 City of Madera
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SECTION 323300 - SITE FURNISHINGS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Basketball hoops, nets, and posts.
Related Requirements:
2. Section 033000 "Cast-in-Place Concrete" for installing pipe sleeves cast and installing anchor bolts cast in concrete footings.
3. Section 312000 "Earth Moving" for excavation for installing concrete footings.
1.3 QUALITY ASSURANCE
A. Installer Qualifications: An employer of workers approved by manufacturer.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For each type of equipment.
1. Include plans, elevations, sections, attachment and footing details.
1.5 INFORMATIONAL SUBMITTALS
A. Product Certificates: For each type of site equipment.
B. Material Certificates: For shop finishes.
C. Field quality control reports.
D. Sample Warranty: For manufacturer’s special warranties.
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Attachment B, Technical Specifications by Westwood Engineering, Page 72 of 76 323300 - 2 City of Madera
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1.6 CLOSEOUT SUBMITTALS
A. Maintenance Data: For site furnishings to include in maintenance manuals.
B. Parts list: Provide a list of parts for each site furnishing.
C. Contact information: Provide installation contractor and manufacturer name, phone, email and address for repairs and servicing.
1.7 WARRANTY
A. Special Warranty: Manufacturer’s standard form in which manufacturer agrees to repair or replace components of equipment that fail in materials and workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Structural failures.
b. Deterioration of metals, metal finishes, and other materials beyond normal weathering.
2. Warranty Period: Minimum of 2 years from date of Final Completion.
1.8 MAINTENANCE MATERIAL SUBMITTALS
A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.
PART 2 - PRODUCTS
2.1 BASKETBALL HOOPS, NETS, AND POSTS.
A. Basis of Design Product: Subject to compliance with requirements, provide Benches from the following company:
1. Manufacturer: As indicated on Drawings or approved equal.
2. Color: As indicated on Drawings.
2.2 MATERIALS
A. Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C1107/C1107M; recommended in writing by manufacturer, for exterior applications.
B. Erosion-Resistant Anchoring Cement: Factory-packaged, nonshrink, nonstaining, hydrauliccontrolled expansion cement formulation for mixing with potable water at Project site to create pourable anchoring, patching, and grouting compound; resistant to erosion from water exposure Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 73 of 76 323300 - 3 City of Madera
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without needing protection by a sealer or waterproof coating; recommended in writing by manufacturer, for exterior applications.
2.3 FABRICATION
A. Metal Components: Form to required shapes and sizes with true, consistent curves, lines, and angles. Separate metals from dissimilar materials to prevent electrolytic action.
B. Welded Connections: Weld connections continuously. Weld solid members with full-length, full-penetration welds and hollow members with full-circumference welds. At exposed connections, finish surfaces smooth and blended, so no roughness or unevenness shows after finishing and welded surface matches contours of adjoining surfaces.
C. Pipes and Tubes: Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain cylindrical cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of handrail and railing components.
D. Preservative-Treated Wood Components: Complete fabrication of treated items before treatment if possible. If cut after treatment, apply field treatment complying with AWPA M4 to cut surfaces.
E. Exposed Surfaces: Polished, sanded, or otherwise finished; all surfaces smooth, free of burrs, barbs, splinters, and sharpness; all edges and ends rolled, rounded, or capped.
F. Factory Assembly: Factory assemble components to greatest extent possible to minimize field assembly. Clearly mark units for assembly in the field.
2.4 GENERAL FINISH REQUIREMENTS
A. Appearance of Finished Work: Noticeable variations in same piece are unacceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.
2.5 ALUMINUM FINISHES
A. Powder-Coat Finish: Manufacturer's standard polyester powder-coat finish complying with finish manufacturer's written instructions for surface preparation, including pretreatment, application, baking, and minimum dry film thickness.
2.6 STEEL AND GALVANIZED-STEEL FINISHES
A. Powder-Coat Finish: Manufacturer's standard polyester, powder-coat finish complying with finish manufacturer's written instructions for surface preparation, including pretreatment, application, baking, and minimum dry film thickness.
B. PVC Finish: Manufacturer's standard, UV-light stabilized, mold-resistant, slip-resistant, mattetextured, dipped or sprayed-on, PVC-plastisol finish, with flame retardant added; complying Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 74 of 76 323300 - 4 City of Madera
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with coating manufacturer's written instructions for pretreatment, application, and minimum dry film thickness.
2.7 IRON FINISHES
A. Powder-Coat Finish: Manufacturer's standard polyester powder-coat finish complying with finish manufacturer's written instructions for surface preparation, including pretreatment, application, baking, and minimum dry film thickness.
2.8 STAINLESS STEEL FINISHES
A. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish.
B. Polished Finishes: Grind and polish surfaces to produce uniform finish, free of cross scratches.
1. Run directional finishes with long dimension of each piece.
2. Directional Satin Finish: ASTM A480/A480M, No 4.
3. Dull Satin Finish: ASTM A480/A480M, No. 6.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. Comply with manufacturer's written installation instructions unless more stringent requirements are indicated. Complete field assembly of site furnishings where required.
B. Unless otherwise indicated, install site furnishings after landscaping and paving have been completed.
C. Install site furnishings level, plumb, true, and securely anchored positioned at locations indicated on Drawings.
D. Post Setting: Set cast-in support posts in concrete footing with smooth top, shaped to shed water. Protect portion of posts above footing from concrete splatter. Verify that posts are set plumb or at correct angle and are aligned and at correct height and spacing. Hold posts in position during placement and finishing operations until concrete is sufficiently cured.
E. Pipe Sleeves: Use steel pipe sleeves preset and anchored into concrete for installing posts. After posts have been inserted into sleeves, fill annular space between post and sleeve with nonshrink, Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 75 of 76 323300 - 5 City of Madera
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nonmetallic grout or anchoring cement, mixed and placed to comply with anchoring material manufacturer's written instructions, with top smoothed and shaped to shed water.
END OF SECTION 323300
Invitation for Bid (IFB) No. 202526-28, CDBG B-20-MW-06-0053 Rotary Park Basketball Courts
Attachment B, Technical Specifications by Westwood Engineering, Page 76 of 76 6"/5'
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MADERA, CALIFORNIA
Signature Renewal Date Date
L ICENSED LANDSCAPE ARCHITECT
STATE OF CA L I FORN I A
SA M I R K HA NNA # 6 3 6 0
05/31/27
06/01/2026
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MADERA ROTARY PARK
BASKETBALL COURTS
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1. LANDSCAPE IMPROVEMENTS SHALL BE CONSTRUCTED IN COMPLIANCE WITH CITY OF MADERA
CURRENT STANDARDS AND SPECIFICATIONS AS APPROVED, INCLUDING ALL AMENDMENTS THERETO TO DATE. IMPROVEMENTS SHALL ALSO BE IN COMPLIANCE WITH CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS LATEST EDITION, WHERE APPLICABLE. IN
THE EVENT THERE IS A CONFLICT WITH THE PLANS AND REFERENCES STATED ABOVE, THE GOVERNING BODY STANDARDS AND SPECIFICATIONS SHALL PREVAIL. ALL WORK SHALL BE SUBJECT TO INSPECTION.
2. DESIGN: THE DRAWINGS HEREIN REPRESENT THE DESIGN TO BE IMPLEMENTED ON THE SITE DEPICTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE LANDSCAPE
ARCHITECT OR CITY TO CLARIFY ANY PLAN DETAILS RELATED TO SITE OR CONSTRUCTION DETAILS NECESSARY FOR PROJECT COMPLETION.
3. COORDINATION: CONTRACTORS SHALL COORDINATE INSTALLATION AND SCHEDULING WITH THAT OF
CITY OF MADERA AND OTHER CONTRACTORS EFFICIENTLY AND IN A TIMELY MANNER, ENSURING THE PROJECT COMPLETION IS UNIMPEDED AND INSTALLED CORRECTLY WITH MINIMAL MAINTENANCE.
CITY SHALL BE CONTACTED DIRECTLY AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COVERING, COMPLETION, OR EXPOSING WORK THAT WILL BE INSTALLED.
4. SITE CONDITIONS: SEE GENERAL PROVISIONS, SPECIAL PROVISIONS, GENERAL REQUIREMENTS, AND TECHNICAL SPECIFICATIONS FOR CONTRACTOR RESPONSIBILITIES RELATED TO SITE CONDITIONS.
CONTRACTOR SHALL EXAMINE EXISTING CONDITIONS OF SITE. IN THE EVENT THAT ON-SITE
CONDITIONS DIFFER FROM CONDITIONS DEPICTED ON PLANS AND WILL IMPACT THE INSTALLATION
PROCESS, THE CONTRACTOR SHALL SUBMIT THESE FINDINGS TO THE LANDSCAPE ARCHITECT/CITY IN WRITING PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONFIRM ALL POINTS OF CONNECTIONS PRIOR TO CONSTRUCTION. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE EXISTING SITE CONDITIONS.
5. BASE INFORMATION: THE PROPOSED LANDSCAPE IMPROVEMENTS SHOWN HEREIN ARE SUPERIMPOSED OVER DATA PROVIDED TO THE LANDSCAPE ARCHITECT BY OTHER SOURCES. THE
LANDSCAPE ARCHITECT SHALL NOT BE HELD LIABLE FOR THE CHANGES, INACCURACIES, OMISSIONS, OR OTHER ERRORS RELATED TO THIS DATA. THE BASE INFORMATION IS PROVIDED AS AN AID ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DOCUMENTS AND ACCOMMODATING ANY DISCREPANCIES.
BASE INFORMATION PROVIDED BY:
TOPOGRAPHICAL SURVEY -
• WESTWOOD
1165 SCENIC DRIVE, SUITE A
MODESTO, CA 95350
PHONE: (209) 571-1765
FILE: 42640-TP
6. BIDDING INFORMATION: SEE GENERAL PROVISIONS, SPECIAL PROVISIONS, GENERAL REQUIREMENTS,
AND TECHNICAL SPECIFICATIONS FOR CONTRACTOR RESPONSIBILITIES RELATED TO BIDDING INFORMATION AND SITE VISITS PRIOR TO BID SUBMITTAL.
7. PRE-CONSTRUCTION MEETING: THE CONTRACTOR SHALL COORDINATE AND OBTAIN A GRADING
PERMIT AND BUILDING PERMIT, FROM THE CITY OF MADERA BUILDING DEPARTMENT, PRIOR TO SCHEDULING A PRE-CONSTRUCTION MEETING OR OBTAINING AN ENCROACHMENT PERMIT. A
PRE-CONSTRUCTION MEETING SHALL BE COORDINATED WITH THE APPROPRIATE REGULATORY BODY PRIOR TO BEGINNING WORK. APPLICABLE AGENCIES AND PARTIES SHALL BE NOTIFIED AT LEAST 3 WORKING DAYS (72 HOURS) IN ADVANCE OF THE PRE-CONSTRUCTION MEETING.
8. UTILITIES: THE CONTRACTOR AND ANY SUBCONTRACTORS SHALL CONTACT U.S.A. AT LEAST TWO WORKING DAYS ( 48 HOURS) PRIOR TO BEGINNING WORK.
9. POT HOLING: ONLY EXCAVATION WILL REVEAL ACTUAL TYPES, LOCATIONS, SIZES, AND DEPTHS OF UNDERGROUND UTILITIES. THE LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE
ACCURACY OF UNDERGROUND UTILITIES OR OF BURIED EXISTING OBJECTS AND UTILITIES NOT SHOWN ON THESE PLANS.
10. AS-BUILTS: FOR AS-BUILT PURPOSES, THE CONTRACTOR SHALL KEEP A CURRENT SET OF
DRAWINGS ON SITE AT ALL TIMES WITH DEVIATIONS FROM ORIGINAL PLANS AND SPECIFICATIONS NOTED. UPON PROJECT COMPLETION THE CONTRACTOR SHALL PROVIDE THE CITY WITH A DIGITAL FORMAT, COMPLETE SET OF AS-BUILT DRAWINGS.
LANDSCAPE IMPROVEMENT PLANS
MADERA, CALIFORNIA
PROJECT TITLE:
ZONING:
PROJECT ADDRESS:
APPLICANT/CITY:
1D
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MADERA ROTARY PARK BASKETBALL
COURTS
OPEN SPACE
920 N. GATEWAY DRIVE
MADERA, CA, 93637
GABRIELA SALAZAR
701 EAST 5TH STREET
MADERA, CA 93638
(559) 661-5492
[email protected]
PLANS PREPARED BY: WESTWOOD
6200 STONERIDGE MALL ROAD,
SUITE 330, PLEASANTON, CA 94588
(925) 223-8340 OFFICE
[email protected]
LICENSE NUMBER: CLA #6360
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GRADING PLANS: SEE LANDSCAPE PLANS
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USES: SOUTH - RESIDENTIAL
EAST - RESIDENTIAL
WEST - COMMERCIAL
PROJECT LIMITS
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FC
FG
FL
FS
FV
HP
COVER SHEET
EXISTING CONDITIONS AND DEMOLITION PLAN
GRADING PLAN
SITE FEATURES AND FINISHES PLAN
HORIZONTAL CONTROL PLAN
CONSTRUCTION DETAILS
BOTTOM OF CURB INV
BOTTOM OF WALL MAX
BACK OF WALL MIN
TOOLED CONTROL JOINT (N)
CENTERLINE DC
CLEAR PA
INVERT ELEVATION
MAXIMUM
MINIMUM
NEW
ON CENTER
PLANTING AREA
N.T.S.
CAST IN PLACE PIP POURED IN PLACE CONCRETE
CONCRETE MASONRY UNIT POB POINT OF BEGINNING
CONCRETE R RADIUS
DECOMPOSED GRANITE RIM RIM ELEVATION
DRAWINGS RP RADIUS POINT
EX EXISTING SIM SIMILAR
EXPANSION JOINT SLD SEE LANDSCAPE DRAWINGS
EQUAL SP SPACE
FACE OF CURB TBD TO BE DETERMINED
FINISH GRADE TC TOP OF CURB
FLOW LINE TP TOP OF PAVEMENT
FINISH SURFACE TW TOP OF WALL
FIELD VERIFY TYP TYPICAL
HIGH POINT
Goo0/o SUBMITTAL) below.
Call before you dig.
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DATE: 06/01/2026
DRAFTER: JW
DESIGNER: WS
CHECKED: SK
PROJECT NO.
0077643
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SHEET 1 OF 6 .... 5'
olal t: z ~ ~ i OJ OOW •i iiB••-----------------------------------------------------------------------------------------------------------------------------------------------------------•--------_. ...J ...Jc.. □ 267.00 267.18 267.14 267.43 267.54 267.60 267.50
267.64 267.71 267.32 267.42 267.55 267.24 267.16
267.32 267.05 267.17 267.31 267.49
268.38
267.31 267.34 267.18 267.11 266.98 267.18
267.27 267.23 266.96 267.32 267.52
268.25
267.31 267.40 267.13 267.08 267.22
267.02 267.26 267.02 267.31 267.42 267.91
267.85 267.66 267.85
268.54
267.06 268.22
267.08 CONC
267.02 CONC
267.20 CONC 267.15 CONC
6"/5'
10"/15'
24"/14'
24"/22'
267.79 CONC 267.90 CONC 267.93 CONC ELEC VAULT
E 268.58 CONC
268.54 FME
268.52 FME
268.52 CONC
268.53 FME
268.52 CONC
268.50 CONC 268.50 FME
268.61 CONC 268.60 FME
268.67 CONC 268.67 FME 268.49 FME 268.49 CONC
268.40 CONC
267.94 CONC 267.80 CONC
268.17 CONC 268.70 CONC
268.28 BLDG 268.30 BLDG 268.40 CONC
268.72 CONC 268.70 CONC
268.78 CONC 268.47 CONC
268.60 CONC
E
E
E E
I.V.
I.V.
I.V.
I.V.
268.66 IRRIGATION CABINET (2X)
I.V.
E
E 267.83 CONC
267.94 CONC
E E 267.49 CONC
267.40 CONC I.V.
I.V.
I.V.
267.34 CONC
267.39 CONC
267.70 CONC
268.44 CONCI.V. 268.38 CONC
267.32 CONC
267.35 CONC
267.75 CONC 267.76 CONC268.49 CONC
267.48 CONC
267.91 CONC
268.07 CONC
268.51 CONC
268.54 CONC CO
268.55 TRASH CAN
268.24 UTILITY CABINET
267.23 WAT VAULT
267.91
267.91 CONC 267.94 CONC
268.22 CONC 268.50
268.50 FME
268.18
268.38 CONC
268.31 CONC
267.18 SWL 267.10 SWL
267.26 SWL267.28 SWL 267.20 SWL 267.31 SWL
267.35 SRL
267.36 SRL
267.44 SWL 267.34 SWL
267.46 SWL 267.47 SWL 267.58 SWL
T
NO PARKING SIGN
24"/25' 24"/25' 30"/25'
24"/27'
RESERVED CITY ONLY SIGN
267.32 268.38
268.00 268.37 267.95
267.97
267.99 267.88 268.19
PUG
PUG
PUG PUG PUG PUG PUG PUG PUG
X
X X X X X X X X X X X X X
X
SAN SAN SAN SAN N Gateway Dr Side Road
Restrooms
268
268
E
268
268
268
267
268
268
268
268 101
102
103 104
POINT
101
ELEVATION
268.03
COMBINED GRID FACTOR
1.000013469
MAPPING ANGLE
0D15'44.2"
Point Table
Point #
101
102
103
104
Northing
1812318.4060
1812448.3340
1812577.1170
1812480.2090
Easting
6686816.5130
6686744.3140
6686879.7170
6686974.7770
Elevation
268.028
267.193
268.228
268.561
Full Description
CHISELED X
CHISELED X
SET MAG NAIL
CHISELED X
1. The field work for this survey was conducted in May 2026.
2. No attempt was made to identify the nature of use of underlying land shown hereon. Any potential past uses, including those which may have resulted in significant environmental or cultural impacts, were not assessed by this survey.
3. Prior to commencement of any construction on this site, it is advised that all involved parties review Section 8771 and Section 8725 of the California Business and Professions Code, and Section 605 of the California Penal Code to ensure that monument conservation has been properly addressed.
4. Nothing on this survey shall be interpreted in a manner contrary to these statements.
5. Physical items shown on this survey are limited to those surface-visible structures, facilities, and features observed at the time of the field survey. Subsurface objects, if any, were not located by this survey.
6. No boundary survey was performed as part of this survey.
7. The following floodplain information is relevant to this project:
9.1. FIRM panel: 06039C1155E effective: 2008-09-26
9.2. Applicable Flood Zone(s): Zone "x"
SURVEY NOTES:
SURVEY CONTROL:
PROJECT BENCHMARK
Found 3 inch brass disc set in top of Concrete Monument with Stamping"272.631 W 85 1930 Reset 1932", approximately 780 feet northwest of N Gateway Dr and E Central Ave junction, 208 feet southeast of water valves on middle island of N Gateway Dr, 116 feet southwest of railroad.
Elevation = 272.631 US Survey Feet (NGVD29 using City of Madera Benchmark)
VERTICAL DATUM
National Geodetic Vertical Datum Of 1929 (NGVD29 using City of Madera Benchmark).
COORDINATE SYSTEM
Coordinates shown hereon are based on the California Coordinate System of 1983 (CCS83), Zone 3.
Distances shown hereon are grid distances (US Survey Feet). Pursuant to the California Public Resources Code, Division 8, Chapter 1, Section 8815.5:
Horizontal Datum
North American Datum of 1983 (2011), Epoch 2010.00.
MADERA, CALIFORNIA
Signature Renewal Date Date
L ICENSED LANDSCAPE ARCHITECT
STATE OF CA L I FORN I A
SA M I R K HA NNA # 6 3 6 0
05/31/27
06/01/2026
Know what's
R
DEMOLITION LEGEND SHEET NOTES
L0.1 EXISTING CONDITIONS AND DEMOLITION PLAN
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CLEAR AND GRUB. REMOVE PLANTS, WEEDS AND
SURFACE/SUBSURFACE MATERIALS, TYP. (APPROX. 13,880 S.F.±)
REGRADE DISTURBED AREAS TO TIE INTO EXISTING ADJACENT
GRADES WITH SLOPES NOT EXCEEDING 3:1 (H:V) AND PROVIDE
POSITIVE DRAINAGE TO PREVENT PONDING ADJACENT TO
IMPROVEMENTS, TYP. RESTORE ALL DISTURBED TURF AREAS WITH PATCH TURF IN KIND TO MATCH EXISTING ADJACENT TURF.
(APPROX. 2,412 S.F.±)
LIMIT OF WORK
CONSTRUCTION FENCING (APPROX. 486 L.F.±)
CD
0 0
CD
0 CLEAR AND GRUB.
CONSTRUCTION FENCING
ADJUST EXISTING GRADES IN THIS AREA TO MATCH NEW SPORT COURTS GRADES AND SLOPE TOWARDS PLANTING AREA. AREA SHOWN IS APPROXIMATE AND MIGHT NEED TO BE ADJUSTED IN FIELD AS NEEDED (AT NO EXTRA COT TO CITY).
EXISTING LIGHT POLE TO REMAIN.
EXISTING SIDEWALKS AND RESTROOM BUILDING ACCESS TO REMAIN AS-IS. 0 Goo010 SUBMITTAL)
10 20 40
SCALE: 1" = 20'
below.
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DATE: 06/01/2026
DRAFTER: JW
DESIGNER: WS
CHECKED: SK
PROJECT NO.
0077643
SHEET 2 OF 6
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267.00
267.18
267.14
267.43
267.54
267.60
267.50
267.64
267.71
267.32
267.42
267.55 267.24
267.16 267.32
267.05
267.17
267.31
267.49
268.38
267.31
267.34
267.18
267.11
266.98
267.18
267.27
267.23
266.96
267.32 267.52
268.25
267.31
267.40
267.13
267.08
267.22
267.02
267.26
267.02
267.31
267.42
267.91
267.85
267.66
267.85
268.54
267.06 268.22 267.08 CONC 267.02 CONC 267.20 CONC 267.15 CONC 6"/5'
10"/15'
24"/14'
24"/22'
267.79 CONC 267.90 CONC 267.93 CONC ELEC VAULT E 268.58 CONC 268.52 CONC 268.52 CONC 268.50 CONC 268.61 CONC 268.67 CONC 268.49 CONC 268.40 CONC 267.94 CONC
267.80 CONC
268.17 CONC
268.70 CONC 268.28 BLDG 268.30 BLDG 268.40 CONC 268.72 CONC 268.70 CONC 268.78 CONC 268.47 CONC268.60 CONC EEE E I.V. I.V.I.V. I.V.
268.66 IRRIGATION CABINET (2X)
I.V. E E 267.83 CONC 267.94 CONC E E 267.49 CONC 267.40 CONC I.V. I.V. I.V. 267.34 CONC
267.39 CONC
267.70 CONC 268.44 CONC
I.V. 268.38 CONC
267.32 CONC
267.35 CONC
267.75 CONC 267.76 CONC268.49 CONC
267.48 CONC
267.91 CONC
268.07 CONC
268.51 CONC 268.54 CONC
CO 268.55 TRASH CAN
268.24 UTILITY CABINET
267.23 WAT VAULT
267.91
267.91 CONC
267.94 CONC
268.22 CONC
268.50
268.18 268.38 CONC
268.31 CONC
T NO PARKING SIGN
24"/25' 24"/25' 30"/25'
24"/27'
RESERVED CITY ONLY SIGN
267.32
268.38
268.00
268.37 267.95
267.97
267.99
267.88
268.19
PUG
PUG
PUG PUG PUG PUG PUG PUG PUG
X X X X X X X X X X X X X XX
SAN SAN SAN SAN N Gateway Dr Side Road
Restrooms
268
268 E 268 268
268
267
268
268
268
268 101 102 103 104
MADERA, CALIFORNIA
Signature Renewal Date Date L ICENSED LANDSCAPE ARCHITECT STATE OF CA L I FORN I ASA M I R K HA NNA # 6 3 6 0 05/31/27
06/01/2026
Know what's R L1.0 GRADING PLAN
GRADING LEGEND
ABBREVIATIONS
GRADING NOTE
\ . __ ,_,N. GATEWAY DR SIDE ROAD \
•
. 111 j;: •••
I
1 1
--0~
I
1 1
+ I + + +
I
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+ I I- + +
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L
I
-
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L ~ - -
- - - - - - - - - - - LIMIT OF WORK
+
+ + +
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+ + + +
----
+
+
EXISTING SIDEWALK TO REMAIN - --
".
► •. · • 1> .. •. ► '.
+
+
EXISTING SKATE
PARK
---- GRADE BREAK/RIDGE LINE
- 2613.~2 , PROPOSED ELEVATION
(768.~7 C:) EXISTING ELEVATION
SLOPE DIRECTION
• ■ ■ • PATH OF TRAVEL
GB
C/CONC
DMH
GRADE BREAK
CONCRETE
DRAIN MANHOLE (UTILITY)
FG FINISH GRADE
IRR
OH
IRRIGATION (UTILITY)
OVERHEAD WIRE (UTILITY)
1. CONTRACTOR SHALL ADJUST SURROUNDING GRADES AS
REQUIRED (AT NO EXTRA COST TO CITY) TO PROVIDE A
SMOOTH TRANSITION BETWEEN NEW BASKETBALL COURT
IMPROVEMENTS AND EXISTING GRADES. FINISHED SLOPES
WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1 (H:V)
AT ANY LOCATION. PROVIDE POSITIVE DRAINAGE AWAY
FROM THE COURT AND PREVENT PONDING ADJACENT TO
OR WITHIN THE IMPROVEMENTS. RESTORE ALL
DISTURBED TURF AREAS AS REQUIRED WITH PATCH
TURF IN KIND TO MATCH EXISTING ADJACENT TURF (AT
NO EXTRA COST TO CITY).
0 Goo
0/o SUBMITTAL)
10 20 40
SCALE: 1" = 20'
below.
Call before you dig.
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06/01/2026
DRAFTER: JW
DESIGNER: WS
CHECKED: SK
PROJECT NO.
0077643
,/
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SHEET 3 OF 6
6"/5'
10"/15'
24"/14'
24"/22'
E
E
E
E E
E
E
E E
CO
T
NO PARKING SIGN
24"/25' 24"/25' 30"/25'
24"/27'
RESERVED CITY ONLY SIGN
X
X X X X X X X X X X X X X
X
E
GENERAL NOTES
MADERA, CALIFORNIA
Signature Renewal Date Date
L ICENSED LANDSCAPE ARCHITECT
STATE OF CA L I FORN I A
SA M I R K HA NNA # 6 3 6 0
05/31/27
06/01/2026
Know what's
R L2.0 SITE FEATURES AND FINISHES PLAN
\
----~--.::::~:'.'.:::_ ____________ __;N. GATflNAY DR. SIDE ROAD -----
\
. 111 j;: •••
EXISTING TREES TO REMAIN
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TO REMAIN
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LIMIT OF WORK
EXISTING SIDEWALK TO REMAIN
- --
. .• ► •. • • 1> .. •. ► '.
EXISTING SKATE
PARK
SITE FEATURE SCHEDULE
ITEM DESCRIPTION / MODEL COLOR
0 BASKETBALL POST, BACKBOARD & NET STANDARD
0 BASKETBALL COURT STRIPING WHITE
0 EXISTING LIGHT (TO REMAIN) -
SITE FINISH SCHEDULE
FINISH DESCRIPTION COLOR
0 I
• CONCRETE PAVING - STANDARD GRAY
REFERENCE KEY
SCHEDULE KEY
SITE FURNISHINGS~ SURFACING~
NUMBER
w
1. COORDINATE INSTALLATION OF SITE FURNISHINGS WITH OTHER WORK OF GRADING AND CONCRETE, ETC.
2. ALL SITE FURNISHINGS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS, AND ASSEMBLED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
SITE FURNISHING INSTALLATION SCHEDULE SHALL BE COORDINATED WITH OTHER CONTRACTORS TO AVOID CONFLICT AND POSSIBLE DAMAGE.
3. MANUFACTURER NAMED ITEMS ARE FOR STANDARD OF REFERENCE AND DO NOT NECESSARILY LIMIT SUPPLY TO NAMED MANUFACTURERS. ANY SUBSTITUTED MATERIALS NEED TO BE APPROVED EQUALS.
4. CONTRACTOR SHALL EXAMINE ALL RELATED WORK AND SURFACES BEFORE
STARTING WORK OF THIS SECTION AND SHOULD REPORT TO THE LANDSCAPE
ARCHITECT AND/OR CITY IN WRITING ANY CONDITIONS WHICH WILL PREVENT THE PROPER PROVISION OF WORK. BEGINNING THE WORK OF THIS
SECTION WITHOUT REPORTING UNSUITABLE CONDITIONS CONSTITUTES ACCEPTANCE OF CONDITIONS. ANY REQUIRED REMOVAL, REPAIR OR
REPLACEMENT OF WORK CAUSED BY UNSUITABLE CONDITIONS SHALL BE DONE AT NO ADDITIONAL COST TO THE CITY.
5. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING.
6. CONTRACTOR SHALL PROVIDE ALL REQUIRED COMPACTION TESTING.
REPORTS SHALL BE DELIVERED DIRECTLY FROM THE LAB TO THE CITY OR CITY REPRESENTATIVE.
7. ALL EARTHWORK, GRADING AND SOIL DELIVERY/REMOVAL, ETC. SHALL BE PROVIDED BY THE CONTRACTOR.
8. ALL CONCRETE COLORS SHALL BE REVIEWED AND APPROVED BY CITY PRIOR TO INSTALLATION.
9. INTEGRAL COLOR CONCRETE SHALL BE CHROMIX ADMIXTURE BY L.M.
SCOFIELD COMPANY, OR APPROVED EQUAL.
10. CONCRETE COLOR SEALER SHALL BE CURE SEAL BY L.M. SCOFIELD COMPANY, OR APPROVED EQUAL.
11. INSTALL INTEGRAL COLOR CONCRETE MIX AT MANUFACTURER'S RECOMMENDED RATES FOR SPECIFIED COLORS LISTED ABOVE.
12. APPLY COLOR SEAL TO COLORED CONCRETE BY MEANS, RATE AND TIMING AS RECOMMENDED BY MANUFACTURER.
13. CONTRACTOR SHALL PROVIDE A 6'X6' POURED SAMPLE OF COLORED
CONCRETE, INCLUDING FINISH AND JOINTING TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
14. CONTRACTORS TO BE RESPONSIBLE FOR COORDINATING AND SECURING ALL BUILDING PERMITS, TYP.
15. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES MINIMUM. CBC 118-403.5.1
16. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1 :20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1 :48. CBC 11 B-403.3
QUANTITY MANUFACTURER / SUPPLIER / INFORMATION
4 FIRST TEAM BRUTE SYSTEM W/ 72" STEEL BACKBOARD / "BRUTEXCEL" / AMERICANSUPERSPORTS.COM / P: (972) 954-5790
1,177 LF INSTALL PER DETAILS
- -
QUANTITY PATTERN / INFORMATION
13,880 SF MEDIUM BROOM FINISH / DAVIS COLORS / DAVISCOLORS.COM / P: (800) 356-4848
CONCRETE JOINT LEGEND
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CJ ~ COLD JOINT
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DET REF.
3/L40
4/L4.0
-
DET REF.
1&2/L4.0
10 20 40
SCALE: 1" = 20'
below.
Call before you dig.
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DA TE: 06/01/2026
DRAFTER: JW
DESIGNER: WS
CHECKED: SK
PROJECT NO.
0077643
,/
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SHEET 4 OF 6
6"/5'
10"/15'
24"/14'
24"/22'
ELEC VAULT E 268.28 BLDG 268.30 BLDG EEE E I.V. I.V.I.V. I.V. 268.66 IRRIGATION CABINET (2X)
I.V. E E E E I.V. I.V. I.V.
I.V.
CO 268.55 TRASH CAN
268.24 UTILITY CABINET
267.23 WAT VAULT
268.18
T NO PARKING SIGN
24"/25' 24"/25' 30"/25'
24"/27'
RESERVED CITY ONLY SIGN
PUG
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84' 10' 60' 90° 90° 10'-10" V.I.F.
15'-4" V.I.F.
MADERA, CALIFORNIA
Signature Renewal Date Date L ICENSED LANDSCAPE ARCHITECT STATE OF CA L I FORN I ASA M I R K HA NNA # 6 3 6 0 05/31/27
06/01/2026
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HORIZONTAL CONTROL LEGEND
ABBREVIATIONS
L3.0 HORIZONTAL CONTROL PLAN
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CENTERLINE
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DA TE: 06/01/2026
DRAFTER: JW
DESIGNER: WS
CHECKED: SK
PROJECT NO.
0077643
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SHEET 5 OF 6
MADERA, CALIFORNIA
Signature Renewal Date Date
L ICENSED LANDSCAPE ARCHITECT
STATE OF CA L I FORN I A
SA M I R K HA NNA # 6 3 6 0
05/31/27
06/01/2026
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R L4.0 CONSTRUCTION DETAILS
CD CONCRETE PAVEMENT, SEE
DETAIL 1, THIS SHEET
(1) STRIPING, TYP. SEE SITE
FINISHES PLAN, SHEET L 1.0
FOR COLOR.
GD BASKETBALL POST W/
BACKBOARD & NET, SEE
DETAIL 3, THIS SHEET. SEE
SITE FURNISHINGS PLAN FOR
MODEL.
(±) EDGE OF CONCRETE PAVEMENT
NOTE:
A. ALL STRIPING WIDTH 2" TYP.
B. STRIPING TO BE WHITE IN
COLOR, EXTERIOR-GRADE
ACRYLIC SPORTS COURT
PAINT THAT IS LIP
RESISTANT, U,V. STABLE AND
SUITABLE FOR OUTDOOR
RECREATIONAL USE.
C. FINAL STRIPING LAYOUT
SHALL BE REVISED AND
APPROVED IN THE FIELD
PRIOR TO PAINTING.
4 (9 BASKETBALL COURT LAYOUT PLAN
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0 CONTROL JOINT 0
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AND FINISH
0 EXPA~SION JOINT; SEE PLANS
0 CD
® 6" CONCRETE PAVING
® 6" AGGREGATE BASE COURSE. COMPACT TO 95%
PER ASTM D1557
0 PROCESS AND PREPARc SUBGRADE. COMPACT
UPPER 6" TO 95% PER ASTM DI 557 ®
® #4 REBAR 16" O.C. MAX. (BOTH WAYS) ~O
CLOSER THAN 3" FROM EDGE OF CONCRETE, TYP.
NOTE:
CONTRACTOR TO PROVIDE REINFORCED CONCRETE BASKETBALL COURT S_AB PER THE CO~STRUCTION DETAILS AND GEOTECHNICAL REPORTS RECOMMENDATIONS. REINFORCING SHOWN ABOVE IS INTENDED TO ADDRESS THE GEOTEC-iNICAL RECOMMENDATION FOR REINFORCED COURT PAVING. CONTRACTOR SHALL COORDINATE WITH THE AUTHORITY HAVING JURISDICTION AND PROVIDE ANY
STRUCTURAL ENGINEERING, CALCULATIONS, PERMIT DRAWINGS, SHOP DRAWINGS, OR SUPPLEMENTAL STRUCTURAL DETAILS REQUIRED FOR PERMIT APPROVAL AND CONSTRUCTION. NO INCREASE IN CONTRACT SUM OR CONTRACT TIME SHALL BE ALLOWED FOR COORDINATION OR DOCUMENTATION REQUIRED TO SATISFY APPLICABLE PERMIT REQUIREMENTS, TYP. 6" REINFORCED CONCRETE PAVING
ELASTO\IERIC SEALANT, MATCH TO COLOR OF
CONCRETE SEE SPECIFICATIONS .
BACKER ROD
DOWEL, I /2" DA X 1 'o" @ 2'0" O.C. GREASE
SLEEVE ONE END.
PREFORMED EXPANSION JOINT FILLER, SEE
SPECIFICATIONS.
SEE DETAIL FOR CONCRETE DC:PTH AND
SUB-GRADE PREPARATION.
@ TOOLED SCORE JOINT, ¼." DEEP.
G CONCRETE JOINTS
NOT TO SCALE
2 WATER TIGHT
EXPANSION JO NT
3 4
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EXPANSION JO NT
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