This AGREEMENT for Engineering Services for Sewer System Management Plan is entered into this __ day of ___ 20__, by and between the CITY OF LOMITA, a general law city and municipal corporation (“CITY”) and NAME (“CONTRACTOR”).
R E C I T A L S
A. CITY does not have the personnel able and/or available to perform the services required under this agreement.
B. Therefore, CITY desires to contract out for Engineering Services for Sewer System Management Plan.
C. CONTRACTOR warrants to CITY that it has the qualifications, experience and facilities to perform properly and timely the services under this Agreement.
D. CITY desires to contract with CONTRACTOR to perform the services as described in Exhibit A of this Agreement.
NOW, THEREFORE, based on the foregoing recitals, CITY and CONTRACTOR agree as follows:
1. CONSIDERATION AND COMPENSATION.
A. As partial consideration, CONTRACTOR agrees to perform the work listed in the SCOPE OF SERVICES, attached as Exhibit A;
B. As an additional consideration, CONTRACTOR and CITY agree to abide by the terms and conditions contained in this Agreement.
C. As additional consideration, CITY agrees to pay CONTRACTOR an amount not to exceed $xxx,xxx.xx, for CONTRACTOR’s services, unless otherwise specified by written amendment to this Agreement. The City Council has also approved an additional xx% of these estimated costs, or up to $xx,xxx.xx, for unexpected contingencies, or a total, not-to-exceed amount of $xxx,xxx.xx. If CONTRACTOR incurs expenses exceeding its estimated costs of $xxx,xxx.xx, the CONTRACTOR must request such expenses in writing, and the CITY’s City Manager or his designee must approve of such requests, for CONTRACTOR to receive compensation for those costs.
Attachment C
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D. No additional compensation shall be paid for any other expenses incurred, unless first approved by the City Manager or his designee.
E. CONTRACTOR shall submit to CITY, by not later than the 10th day of each month, its bill for services itemizing the fees and costs incurred during the previous month. CITY shall pay CONTRACTOR all uncontested amounts set forth in the CONTRACTOR'S bill within 30 days after it is received.
2. SCOPE OF SERVICES.
A. CONTRACTOR will perform the services and activities set forth in the SCOPE OF SERVICES attached hereto as Exhibit A and incorporated herein by this reference.
If any part of Exhibit A is inconsistent with the terms of this Agreement, the terms of this Agreement shall control.
B. Except as herein otherwise expressly specified to be furnished by CITY, CONTRACTOR will, in a professional manner, furnish all the labor, technical, administrative, professional and other personnel, all supplies and materials, equipment, printing, vehicles, transportation, office space, and facilities necessary or proper to perform and complete the work and provide the professional services required of CONTRACTOR by this Agreement.
3. PAYMENTS. For CITY to pay CONTRACTOR as specified by this Agreement, CONTRACTOR must submit an invoice to CITY which lists the reimbursable costs, the specific tasks performed, and, for work that includes deliverables, the percentage of the task completed during the billing period. Nothing in this Section shall entitle CONTRACTOR for compensation not specified in Section 1 of this Agreement.
4. TIME OF PERFORMANCE. The services of CONTRACTOR are to commence upon receipt of a notice to proceed from CITY and shall continue until all authorized work is completed to CITY’s reasonable satisfaction, in accordance with the schedule incorporated in “Exhibit A,” unless extended in writing by CITY.
5. FAMILIARITY WITH WORK. By executing this Agreement, CONTRACTOR represents that CONTRACTOR has (a) thoroughly investigated and considered the scope of services to be performed; (b) carefully considered how the services should be performed; and (c) understands the facilities, difficulties, and restrictions attending performance of the services under this Agreement.
6. KEY PERSONNEL. CONTRACTOR’s key person assigned to perform work under this Agreement is Name(s). CONTRACTOR shall not assign another person to be in charge of the work contemplated by this Agreement without the prior written authorization of CITY.
7. TERM OF AGREEMENT. The term of this Agreement shall commence upon execution by both parties and shall expire on DATE, unless earlier termination occurs under Section 14 of this Agreement or extended in writing in advance by both parties.
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8. BEST MANAGEMENT PRACTICES AND TRAINING. The contractor shall implement and maintain activity specific Best Management Practices (BMPs) to prevent pollutant loading from stormwater and non-stormwater discharges to receiving waters as required in Municipal NPDES Permit No. CAS004004. Contracting staff whose primary job duties are related to implementation of BMPs shall be adequately trained to effectively implement, operate, and maintain such BMPs and must be versed in factors affecting BMP effectiveness. The contractor shall certify they have received all applicable training to implement the requirements in Municipal NPDES Permit No.
CAS004004 and shall provide documentation to that effect.
9. CHANGES. CITY may order changes in the services within the general scope of this Agreement, consisting of additions, deletions, or other revisions, and the contract sum, and the contract time will be adjusted accordingly. All such changes must be authorized in writing, executed by CONTRACTOR and CITY. The cost or credit to CITY resulting from changes in the services will be determined in accordance with the written agreement between the parties.
10. TAXPAYER IDENTIFICATION NUMBER. CONTRACTOR will provide CITY with a Taxpayer Identification Number.
11. PERMITS AND LICENSES. CONTRACTOR will obtain and maintain during the term of this Agreement all permits, licenses, and certificates that may be required by local, state, and federal laws in connection with the performance of services under this Agreement, including a business license as specified in Title VI, Chapter 2 of the Lomita Municipal Code.
12. LAWS AND REGULATIONS; EMPLOYEE/LABOR CERTIFICATION.
CONTRACTOR shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project or the Services, including all Cal/OSHA requirements, and shall give all notices required by law. CONTRACTOR shall be liable for all violations of such laws and regulations in connection with the Services and this Agreement. All violations of such laws and regulations shall be grounds for CITY to terminate the Agreement for cause.
13. PREVAILING WAGE.
A. Prevailing Wage. CONTRACTOR is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, CONTRACTOR agrees to fully comply with such Prevailing Wage Laws.
Upon request, CITY shall provide CONTRACTOR with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement.
CONTRACTOR shall make copies of the prevailing rates of per diem wages for Tuesday, August 05, 2025 Reg CC MTG, Page *623
each craft, classification or type of worker needed to execute the services available to interested parties upon request and shall post copies at the CONTRACTOR’S principal place of business and at the project site. It is the intent of the parties to effectuate the requirements of sections 1771, 1774, 1775, 1776, 1777.5, 1813, and 1815 of the Labor Code within this Agreement, and CONTRACTOR shall therefore comply with such Labor Code sections to the fullest extent required by law.
CONTRACTOR shall defend, indemnify and hold the CITY, its officials, officers, employees, agents, and volunteers free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.
B. Registration/DIR Compliance. If the services are being performed on a public works project of over $25,000 when the project is for construction, alteration, demolition, installation, or repair work, or a public works project of over $15,000 when the project is for maintenance work, in addition to the foregoing, then pursuant to Labor Code sections 1725.5 and 1771.1, CONTRACTOR and all subcontractors must be registered with the Department of Industrial Relations (“DIR”). CONTRACTOR shall maintain registration for the duration of the project and require the same of any subcontractors. This project may also be subject to compliance monitoring and enforcement by the DIR. It shall be CONTRACTOR’S sole responsibility to comply with all applicable registration and labor compliance requirements, including the submission of payroll records directly to the DIR. Any stop orders issued by the DIR against CONTRACTOR or any subcontractors that affect CONTRACTOR’S performance of services, including any delay, shall be CONTRACTOR’S sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered CONTRACTOR caused delay and shall not be compensable by CITY.
CONTRACTOR shall defend, indemnify and hold CITY, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against CONTRACTOR or any subcontractor.
C. Labor Certification. By its signature hereunder, CONTRACTOR certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code and agrees to comply with such provisions before commencing the performance of the Services.
D. Employment of Apprentices. CONTRACTOR and all subcontractors shall comply with the requirements of Labor Code sections 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.
E. CONTRACTOR or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code section 1777.1 or 1777.7. Any contract on a public works project entered into between the CONTRACTOR and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for Tuesday, August 05, 2025 Reg CC MTG, Page *624
performing work as a subcontractor on a public works contract. Any public money that is paid or may have been paid to a debarred subcontractor by CONTRACTOR on the project shall be returned to CITY. The CONTRACTOR shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.
F. CONTRACTOR agrees to bind every subcontractor to the terms of the Agreement as far as such terms are applicable to subcontractor’s portion of the work.
CONTRACTOR shall be as fully responsible to CITY for the acts and omissions of its subcontractor and of persons either directly or indirectly employed by its subcontractor, as CONTRACTOR is for acts and omissions of persons directly employed by CONTRACTOR. Nothing contained in these Agreement shall create any contractual relationship between any subcontractor and CITY.
14. TERMINATION.
A. Except as otherwise provided, CITY may terminate this Agreement at any time with or without cause. Notice of termination shall be in writing.
B. CONTRACTOR may terminate this Agreement. Notice will be in writing at least 30 days before the effective termination date.
C. In the event of such termination, CONTRACTOR shall cease services as of the date of termination, all finished or unfinished documents, data, drawings, maps, and other materials prepared by CONTRACTOR shall, at CITY’s option, become CITY’s property, and CONTRACTOR will receive just and equitable compensation for any work satisfactorily completed up to the effective date of notice of termination.
D. Should the Agreement be terminated pursuant to this Section, CITY may procure on its own terms services similar to those terminated.
15. INDEMNIFICATION.
A. CONTRACTOR shall indemnify, defend with counsel approved by CITY, and hold harmless CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable attorneys fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's performance of work hereunder or its failure to comply with any of its obligations contained in this AGREEMENT, regardless of CITY’S passive negligence, but excepting such loss or damage which is caused by the sole active negligence or willful misconduct of CITY. Should CITY in its sole discretion find CONTRACTOR’S legal counsel unacceptable, then CONTRACTOR shall reimburse CITY its costs of defense, including without limitation reasonable attorneys fees, expert fees and all other costs and fees of litigation.
CONTRACTOR shall promptly pay any final judgment rendered against CITY (and its officers, officials, employees and volunteers) covered by this indemnity obligation. It is expressly understood and agreed that the foregoing provisions Tuesday, August 05, 2025 Reg CC MTG, Page *625
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.
B. The requirements as to the types and limits of insurance coverage to be maintained by CONTRACTOR as required by Section 20, and any approval of said insurance by CITY, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by CONTRACTOR pursuant to this Agreement, including, without limitation, to the provisions concerning indemnification.
16. ASSIGNABILITY. This Agreement is for CONTRACTOR’s professional services.
CONTRACTOR’s attempts to assign the benefits or burdens of this Agreement without CITY’s written approval are prohibited and will be null and void.
17. INDEPENDENT CONTRACTOR. CITY and CONTRACTOR agree that THE CONTRACTOR will act as an independent contractor and will have control of all work and the manner in which it is performed. THE CONTRACTOR will be free to contract for similar service to be performed for other employees while under contract with CITY. CONTRACTOR is not an agent or employee of CITY and is not entitled to participate in any pension plan, insurance, bonus or similar benefits CITY provides for its employees. Any provision in this Agreement that may appear to give CITY the right to direct CONTRACTOR as to the details of doing the work or to exercise a measure of control over the work means that CONTRACTOR will follow the direction of the CITY as to end results of the work only.
18. AUDIT OF RECORDS.
A. THE CONTRACTOR agrees that CITY, or designee, has the right to review, obtain, and copy all records pertaining to the performance of this Agreement.
CONTRACTOR agrees to provide CITY, or designee, with any relevant information requested and will permit CITY, or designee, access to its premises, upon reasonable notice, during normal business hours for the purpose of interviewing employees and inspecting and copying such books, records, accounts, and other material that may be relevant to a matter under investigation for the purpose of determining compliance with this Agreement.
CONTRACTOR further agrees to maintain such records for a period of three (3) years following final payment under this Agreement.
B. CONTRACTOR will keep all books, records, accounts and documents pertaining to this Agreement separate from other activities unrelated to this Agreement.
19. CORRECTIVE MEASURES. CONTRACTOR will promptly implement any corrective measures required by CITY regarding the requirements and obligations of this Agreement. CONTRACTOR will be given a reasonable amount of time as determined by CITY to implement said corrective measures. Failure of CONTRACTOR to implement required corrective measures shall result in immediate termination of this Agreement.
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20. INSURANCE REQUIREMENTS.
A. CONTRACTOR, at CONTRACTOR’s own cost and expense, shall procure and maintain, for the duration of the contract, the following insurance policies:
1. Workers Compensation Insurance as required by law. CONTRACTOR shall require all subcontractors similarly to provide such compensation insurance for their respective employees. Any notice of cancellation or non-renewal of all Workers’ Compensation policies must be received by CITY at least thirty (30) days prior to such change. The insurer shall agree to waive all rights of subrogation against CITY, its officers, agents, employees, and volunteers for losses arising from work performed by CONTRACTOR for CITY.
2. General Liability Coverage. CONTRACTOR shall maintain commercial general liability insurance in an amount of not less than one million dollars ($1,000,000) per occurrence for bodily injury, personal injury, and property damage. If a commercial general liability insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit.
3. Automobile Liability Coverage. CONTRACTOR shall maintain automobile liability insurance covering bodily injury and property damage for all activities of CONTRACTOR arising out of or in connection with the work to be performed under this Agreement, including coverage for owned, hired, and non-owned vehicles, in an amount of not less than one million dollars ($1,000,000) combined single limit for each occurrence.
4. Professional Liability Coverage. CONTRACTOR shall maintain professional errors and omissions liability insurance for protection against claims alleging negligent acts, errors, or omissions which may arise from CONTRACTOR’S operations under this Agreement, whether such operations be by CONTRACTOR or by its employees, subcontractors, or subcontractors. The amount of this insurance shall not be less than one million dollars ($1,000,000) on a claims-made annual aggregate basis, or a combined single-limit-per-occurrence basis. When coverage is provided on a “claims made basis,” CONTRACTOR will continue to renew the insurance for a period of three (3) years after this Agreement expires or is terminated.
Such insurance will have the same coverage and limits as the policy that was in effect during the term of this Agreement, and will cover CONTRACTOR for all claims made by CITY arising out of any errors or omissions of CONTRACTOR, or its officers, employees or agents during the time this Agreement was in effect.
B. Endorsements. Each general liability, automobile liability and professional liability insurance policy shall be issued by a financially responsible insurance Tuesday, August 05, 2025 Reg CC MTG, Page *627
company or companies admitted and authorized to do business in the State of California, or which is approved in writing by CITY, and shall be endorsed as follows. CONTRACTOR also agrees to require all contractors, and subcontractors to do likewise.
1. “The CITY, its elected or appointed officers, officials, employees, agents, and volunteers are to be covered as additional insureds with respect to liability arising out of work performed by or on behalf of the CONTRACTOR, including materials, parts, or equipment furnished in connection with such work or operations.”
2. This policy shall be considered primary insurance as respects CITY, its elected or appointed officers, officials, employees, agents, and volunteers.
Any insurance maintained by CITY, including any self-insured retention CITY may have, shall be considered excess insurance only and shall not contribute with this policy.
3. This insurance shall act for each insured and additional insured as though a separate policy had been written for each, except with respect to the limits of liability of the insuring company.
4. The insurer waives all rights of subrogation against CITY, its elected or appointed officers, officials, employees, or agents.
5. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to CITY, its elected or appointed officers, officials, employees, agents, or volunteers.
6. The insurance provided by this policy shall not be suspended, voided, canceled, or reduced in coverage or in limits except after thirty (30) days’ written notice has been received by CITY.
C. CONTRACTOR agrees to provide immediate notice to CITY of any claim or loss against Contractor arising out of the work performed under this agreement.
CITY assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve CITY.
D. Any deductibles or self-insured retentions must be declared to and approved by CITY. At CITY’s option, CONTRACTOR shall demonstrate financial capability for payment of such deductibles or self-insured retentions.
E. CONTRACTOR shall provide certificates of insurance with original endorsements to CITY as evidence of the insurance coverage required herein.
Certificates of such insurance shall be filed with CITY on or before commencement of performance of this Agreement. Current certification of insurance shall be kept on file with CITY at all times during the term of this Agreement.
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F. Failure on the part of CONTRACTOR to procure or maintain the required insurance shall constitute a material breach of contract under which CITY may terminate this Agreement pursuant to Section 14 above.
G. The commercial general and automobile liability policies required by this Agreement shall allow CITY, as additional insured, to satisfy the self-insured retention (“SIR”) and/or deductible of the policy in lieu of the CONTRACTOR (as the named insured) should CONTRACTOR fail to pay the SIR or deductible requirements. The amount of the SIR or deductible shall be subject to the approval of the City Attorney and the Finance Director. CONTRACTOR understands and agrees that satisfaction of this requirement is an express condition precedent to the effectiveness of this Agreement. Failure by CONTRACTOR as primary insured to pay its SIR or deductible constitutes a material breach of this Agreement. Should CITY pay the SIR or deductible on CONTRACTOR’S behalf upon CONTRACTOR’S failure or refusal to do so to secure defense and indemnification as an additional insured under the policy, CITY may include such amounts as damages in any action against Contractor for breach of this Agreement in addition to any other damages incurred by CITY due to the breach.
21. USE OF OTHER CONTRACTORS. THE CONTRACTOR must obtain CITY’s prior written approval to use any Contractors while performing any portion of this Agreement. Such approval must include approval of the proposed Contractor and the terms of compensation.
22. FINAL PAYMENT ACCEPTANCE CONSTITUTES RELEASE. The acceptance by the CONTRACTOR of the final payment made under this Agreement shall operate as and be a release of CITY from all claims and liabilities for compensation to the CONTRACTOR for anything done, furnished or relating to the CONTRACTOR’S work or services. Acceptance of payment shall be any negotiation of CITY’S check or the failure to make a written extra compensation claim within ten (10) calendar days of the receipt of that check. However, approval or payment by CITY shall not constitute, nor be deemed, a release of the responsibility and liability of CONTRACTOR, its employees, sub-Contractors and agents for the accuracy and competency of the information provided and/or work performed; nor shall such approval or payment be deemed to be an assumption of such responsibility or liability by CITY for any defect or error in the work prepared by CONTRACTOR, its employees, sub-Contractors and agents.
23. CORRECTIONS. In addition to the above indemnification obligations, the CONTRACTOR shall correct, at its expense, all errors in the work which may be disclosed during the CITY’S review of CONTRACTOR’S report or plans. Should the CONTRACTOR fail to make such correction in a reasonably timely manner, such correction shall be made by CITY, and the cost thereof shall be charged to CONTRACTOR. In addition to all other available remedies, CITY may deduct the cost of such correction from any retention amount held by CITY or may withhold Tuesday, August 05, 2025 Reg CC MTG, Page *629
payment otherwise owed CONTRACTOR under this Agreement up to the amount of the cost of correction.
24. NON-APPROPRIATION OF FUNDS. Payments to be made to CONTRACTOR by CITY for services preformed within the current fiscal year are within the current fiscal budget and within an available, unexhausted fund. In the event that CITY does not appropriate sufficient funds for payment of CONTRACTOR’S services beyond the current fiscal year, the Agreement shall cover payment for CONTRACTOR’S only to the conclusion of the last fiscal year in which CITY appropriates sufficient funds and shall automatically terminate at the conclusion of such fiscal year.
25. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows:
CITY CONTRACTOR
City of Lomita
24300 Narbonne Avenue
Lomita, CA 90717
ATTN: City Manager
Company
Address
ATTN: Signer
Any such written communications by mail will be conclusively deemed to have been received by the addressee upon deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. Courtesy copies of notices may be sent via electronic mail, provided that the original notice is deposited in the U.S. mail or personally delivered as specified in this Section.
26. SOLICITATION. CONTRACTOR maintains and warrants that it has not employed nor retained any company or person, other than CONTRACTOR’s bona fide employee, to solicit or secure this Agreement. Further, CONTRACTOR warrants that it has not paid, nor has it agreed to pay any company or person, other than CONTRACTOR’s bona fide employee, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. Should CONTRACTOR breach or violate this warranty, CITY may rescind this Agreement without liability.
27. THIRD PARTY BENEFICIARIES. This Agreement and every provision herein is generally for the exclusive benefit of CONTRACTOR and CITY and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the CONTRACTOR’s or CITY’s obligations under this Agreement.
Tuesday, August 05, 2025 Reg CC MTG, Page *630
28. INTERPRETATION. This Agreement was drafted in and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this agreement will be in Los Angeles County.
29. ENTIRE AGREEMENT. This Agreement, and its Attachments, sets forth the entire understanding of the parties. There are no other understandings, terms or other agreements expressed or implied, oral or written.
30. RULES OF CONSTRUCTION. Each Party had the opportunity to independently review this Agreement with legal counsel. Accordingly, this Agreement will be construed simply, as a whole, and in accordance with its fair meaning; it will not be interpreted strictly for or against either Party.
31. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Agreement and to engage in the actions described herein. This Agreement may be modified by written amendment with signatures of all parties to this Agreement. CITY’s city administrator, or designee, may execute any such amendment on behalf of CITY.
32. ACCEPTANCE OF FACSIMILE OR ELECTRONIC SIGNATURES. The Parties agree that this Agreement will be considered signed when the signature of a party is delivered by facsimile transmission, scanned and delivered via electronic mail, or delivered using digital signature technology approved by CITY. Such facsimile or electronic signatures will be treated in all respects as having the same effect as an original signature.
33. FORCE MAJEURE. Should performance of this Agreement be impossible due to fire, flood, explosion, war, embargo, government action, civil or military authority, the natural elements, or other similar causes beyond the Parties’ control, then the Agreement will immediately terminate without obligation of either party to the other.
34. TIME IS OF ESSENCE. Time is of the essence to comply with dates and schedules to be provided.
35. ATTORNEY’S FEES. The parties hereto acknowledge and agree that each will bear his or its own costs, expenses and attorneys' fees arising out of and/or connected with the negotiation, drafting and execution of the Agreement, and all matters arising out of or connected therewith except that, in the event any action is brought by any party hereto to enforce this Agreement, the prevailing party in such action shall be entitled to reasonable attorneys' fees and costs in addition to all other relief to which that party or those parties may be entitled.
36. STATEMENT OF EXPERIENCE. By executing this Agreement, CONTRACTOR represents that it has demonstrated trustworthiness and possesses the quality, fitness and capacity to perform the Agreement in a manner satisfactory to CITY.
CONTRACTOR represents that its financial resources, surety and insurance experience, service experience, completion ability, personnel, current workload, Tuesday, August 05, 2025 Reg CC MTG, Page *631
experience in dealing with private Contractors, and experience in dealing with public agencies all suggest that CONTRACTOR is capable of performing the proposed contract and has a demonstrated capacity to deal fairly and effectively with and to satisfy a public agency.
37. DISCLOSURE REQUIRED. (CITY and CONTRACTOR initials required at one of the following paragraphs)
By their respective initials next to this paragraph, CITY and CONTRACTOR hereby acknowledge that CONTRACTOR is a “contractor” for the purposes of the California Political Reform Act because CONTRACTOR’S duties would require him or her to make one or more of the governmental decisions set forth in Fair Political Practices Commission Regulation 18700.3(a)(2) or otherwise serves in a staff capacity for which disclosure would otherwise be required were CONTRACTOR employed by CITY. CONTRACTOR hereby acknowledges his or her assumingoffice, annual, and leaving-office financial reporting obligations under the California Political Reform Act and the CITY’S Conflict of Interest Code and agrees to comply with those obligations at his or her expense. Prior to the Contractor commencing services hereunder, the City’s Manager shall prepare and deliver to CONTRACTOR a memorandum detailing the extent of CONTRACTOR’S disclosure obligations in accordance with the CITY’S Conflict of Interest Code.
City Initials ______
Contractor Initials ______
OR
By their initials next to this paragraph, CITY and CONTRACTOR hereby acknowledge that CONTRACTOR is not a “contractor” for the purpose of the California Political Reform Act because CONTRACTOR’S duties and responsibilities are not within the scope of the definition of contractor in Fair Political Practice Commission Regulation 18700.3(a)(2) and is otherwise not serving in staff capacity in accordance with CITY’S Conflict of Interest Code.
City Initials ______
Contractor Initials ______
[signatures on following page]
Tuesday, August 05, 2025 Reg CC MTG, Page *632
IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written.
CITY OF LOMITA CONTRACTOR
Andrew Vialpando, City Manager By: Signatory, Title
ATTEST:
xx-xxxxxx
Kathleen Horn Gregory, City Clerk Taxpayer ID No.
APPROVED AS TO FORM:
Trevor Rusin, City Attorney
Tuesday, August 05, 2025 Reg CC MTG, Page *633
S:\City Clerk's Office\Procedures and Instructions\Contract and Agreement Processing/Levine Act Statement California Levine Act Statement
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits any Lomita City Council Member from participating in any action related to contracts if he or she receives any political contributions totaling more than $250 within the previous twelve (12) months, and for twelve (12) months following the date a final decision concerning the contract has been made, from the person or company awarded the contract.
The Levine Act also requires disclosure of such contribution by a party to be awarded a specific contract. Proposers are encouraged to review the requirements of the Levine Act at Government Code Section 84308 and any accompanying regulations adopted by the Fair Political Practices Commission (FPPC).Current Lomita City Council Members are listed at:
https://lomitacity.com/city-council/
Proposers are responsible for accessing this link to review the names prior to answering the following questions.
1. Have you or your company, or any agent on behalf of you or your company, made any political contributions of more than $250 to any Lomita City Council Member in the 12 months preceding the date of the submission of your proposal or application? ___ YES If yes, please identify the Council Member(s):
___ NO
2. Do you or your company, or any agency on behalf of you or your company, anticipate or plan to make any political contribution of more than $250 to any Lomita City Council Member in the 12 months before or following any Council action related to your proposal or application?
___ YES If yes, please identify the Council Member(s):
___ NO
Answering yes to either of the two questions above does not preclude the Lomita City Council from awarding a contract or approving an application or any subsequent action.
It does, however, preclude the identified Council Member(s) from participating in any actions related to your proposal or application.
_________________
Date
____________________________
Signature of authorized individual
_____________________________
Company/Applicant Name
Attachment D
Tuesday, August 05, 2025 Reg CC MTG, Page *634
City of Lomita
Proposal for Construction
Management Services for Narbonne
South Water Main Replacement and
Street Reconstruction Project
July 3, 2025
Tuesday, August 05, 2025 Reg CC MTG, Page *635
TABLE OF CONTENTS
Cover Letter (Limit: 1 Page) ........................................................................................................ 1 Qualification and Experience (Limit: 10 Pages) ....................................................................... 3 Scope of Work and Project Approach (Limit: 10 Pages) .......................................................14 Fee Schedule .......................................................................................................... Separate File
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COVER LETTER
Tuesday, August 05, 2025 Reg CC MTG, Page *637
I. COVER LETTER
July 3, 2025
City of Lomita, Public Works Department
24300 Narbonne Avenue, Lomita, CA 90717
Subject: Proposal for Construction Management Services for Narbonne South Water Main Replacement and Street Reconstruction Project
Dear Public Works Department,
Z&K Consultants, Inc. is pleased to submit our proposal to provide Construction Management Services for the Narbonne South Water Main Replacement and Street Reconstruction Project. We understand the City’s priorities of improving vital water infrastructure and roadway conditions while minimizing impacts to residents and local businesses. Our team is committed to supporting this important capital improvement effort with seasoned leadership, technical proficiency, and a solutions-oriented field presence.
Staff Qualifications | We are proud to propose a highly experienced team of professionals for this assignment. Amer Jakher, PE, MBA, will serve as Construction Manager, bringing over 36 years of experience managing complex infrastructure programs, including water main replacement, storm drain installation, pump stations, and road reconstruction projects throughout Southern California. As a former Public Works Director and City Engineer, Amer has overseen more than $900 million in capital projects and is known for his collaborative style, regulatory fluency, and real-time field leadership.
Carlos Gaytan, SWRCB D3-Certified, will serve as Senior Construction Inspector. Carlos has more than three decades of experience in water distribution systems, trenching, pressure testing, utility coordination, ADA compliance, and traffic control. He has served as Lead Inspector and Lead Water Operator for the City of Chino and brings a rigorous and detailoriented approach to field inspections. Supporting the team as Project Manager/Office Engineer (PM/OE) is Adrian Galinari, who brings valuable experience in construction documentation, coordination, and quality control for municipal infrastructure projects. Adrian is highly organized, detail-focused, and skilled in managing RFIs, submittals, field records, pay applications, and contractor correspondence in support of successful project execution.
Past Experience with Similar Projects | Z&K Consultants has successfully managed numerous water system and street improvement projects across Southern California. Our team has extensive experience with construction management and inspection for water main replacements, roadway rehabilitation, and ADA upgrades. We are also well-versed in coordination with utility companies and regulatory agencies, including projects with state and federally funded components. Our personnel have consistently earned repeat assignments due to their strong communication skills, attention to detail, and deep understanding of municipal construction practices and expectations.
Proposed Work Plan | Our team will deliver full-service construction management support, beginning with a preconstruction review of plans and schedules. During construction, we will provide daily inspection coverage to document progress, verify conformance with contract documents, monitor safety and traffic control, and track field quantities. We will manage submittals, RFIs, pay applications, and change orders; support utility coordination and community relations; and ensure that all work complies with the City’s standards, Caltrans specifications, and funding requirements. Our PM/OE will maintain a complete, up-to-date project record, coordinate meetings and communications, and assist with final punch list and closeout.
We recognize that successful delivery requires more than technical knowledge—it requires responsiveness, consistency, and ongoing dialogue with City staff and contractors to keep the work moving smoothly.
Fees | Our proposed fee reflects the anticipated scope and duration of the project, with task-based pricing and hourly rates.
We remain flexible and can adjust staffing as needed to align with the City’s budget and expectations.
Thank you for considering Z&K Consultants for this important infrastructure project. We are enthusiastic about the opportunity to partner with the City of Lomita and bring our practical experience, proactive management style, and commitment to quality to the successful delivery of the Narbonne South Water Main Replacement and Street Reconstruction Project. Should you have any questions or require additional information, please feel free to contact me directly at (951) 310-7470 or [email protected].
Sincerely,
Crystal Fraire, PE, President (Principal-in-Charge)
17130 Van Buren Blvd. #122, Riverside, CA 92504
Phone. (951) 310-7470 | Fax. (949) 630-3242
[email protected] | www.zandkconsultants.com
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QUALIFICATIONS
AND EXPERIENCE
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II. QUALIFICATION AND EXPERIENCE
Z&K is pleased to propose a proven and experienced team for the City’s Narbonne South Water Main Replacement and Street Reconstruction Project. Our structure integrates seamlessly with City staff and provides full construction management support from pre-construction through closeout. The team is well-versed in managing public works projects involving utility coordination, traffic control, and public access. Z&K will self-perform all construction management, inspection, and labor compliance services, with Converse Consultants providing material testing. This structure ensures clear accountability, technical coverage, and the flexibility to address field conditions promptly. With clearly defined roles and a strong performance record, we are well-positioned to support the City in delivering this project successfully.
PROJECT TEAM
Amer Jakher, PE, MBA, Senior Construction Manager/Resident Engineer | Amer is a licensed Professional Civil Engineer with over 36 years of experience managing public infrastructure projects across Southern California. He has led more than $900 million in capital programs involving water systems, storm drains, and roadway improvements. For this project, he will serve as CM/RE, providing daily leadership, contractor coordination, and support to City staff. Amer’s hands-on approach, regulatory knowledge, and proactive field presence make him a valuable asset to the delivery of this project.
Carlos Gaytan, D3, Senior Construction Inspector | With over 30 years of experience in water distribution systems, public works inspection, and trenching operations, Carlos brings deep field knowledge and a strong record of ensuring compliance, safety, and quality. He is highly proficient in pressure testing, utility coordination, ADA compliance, and traffic control in active public environments.
As a certified SWRCB D3 Water Distribution Operator and bilingual communicator, Carlos supports smooth field operations and effective coordination with contractors, City staff, and inspectors.
Adrian Galinari, Project Manager/Office Engineer | Adrian brings strong organizational and technical skills to the role of PM/OE, supporting the success of public works construction projects through consistent documentation, communication, and coordination. He is experienced in tracking and managing RFIs, submittals, meeting minutes, pay applications, and daily reports, ensuring that all project records remain accurate, timely, and compliant with agency requirements. Adrian also serves as a liaison between field personnel, contractors, and City staff, helping facilitate efficient workflows and prompt issue resolution.
Converse Consultants, Material Testing Subconsultant | In 1946, Professor Frederick J. Converse established Converse Consultants in Pasadena, California to provide the construction industry with geotechnical engineering and geological services. Converse is an employee-owned corporation, with 9 offices and more than 150 employees throughout the United States. Their professional and technical staff includes in-house geotechnical engineers, engineering geologists, environmental scientists, deputy inspectors, laboratory and field technicians, drafting/CAD specialists, and other specialized support personnel.
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Amer Jakher, PE, MBA is a licensed Professional Civil Engineer with over 36 years of experience managing and delivering public infrastructure projects throughout Southern California. His background includes extensive work in water system upgrades, storm drain improvements, and roadway reconstruction— making him well-suited to lead field operations for complex municipal projects.
Amer has served as a Public Works Director, City Engineer, and Senior Construction Manager, and has successfully overseen more than $900 million in capital improvement programs.
For this project, Amer will serve as the Construction Manager, providing day-today leadership, contractor coordination, and direct support to City staff. His familiarity with public agency procedures, Caltrans standards, and utility coordination requirements will support the City’s goal of completing the project efficiently, safely, and in full compliance with funding and regulatory obligations.
Known for his hands-on approach and proactive field presence, Amer brings the experience and judgment necessary to anticipate challenges, drive progress, and keep all stakeholders informed throughout the construction process. Amer has managed the following project:
PROJECT EXPERIENCE
CITY OF MANHATTAN BEACH, CYCLE 2 WATER INFRASTRUCTURE
IMPROVEMENT PROJECT | This project involved the replacement of deteriorating water pipelines along six street segments identified in the City’s Water Master Plan. In addition to waterline replacements, full-width street resurfacing was completed on affected segments. The project supported longterm water system reliability and roadway durability in residential neighborhoods.
CITY OF CORONA, LIBERTY AVENUE WATERLINE REPLACEMENT
PROJECT | This project involved replacing a 10-inch steel water main with a 12-inch ductile iron pipe over 3,527 linear feet along La Gloria St. and Liberty Ave. The scope included installing a 12-inch ductile iron pipe with restrained joints, various water control components (such as air/vacuum release valves, fire hydrant blow-off assemblies, and resilient wedge gate valves), and a new water service connection. It also included removing and replacing existing infrastructure (like vaults and bollards), trench repairs, roadway repairs, asphalt dike replacement, and concrete encasement.
CITY OF CHINO, CENTRAL AVENUE AND DUPONT AVENUE WATERLINE REPLACEMENT PROJECT | The Central Avenue project involved replacing a 16-inch steel water main with an 18-inch PVC pipe along Central Avenue from Chino Avenue to C Street, and replacing an 8-inch steel line on D Street from Central Avenue to the alley west of 6th Street. The project included connections to Chino Avenue, D Street, Alley 16, and two other alleys, with line stops for tie-ins due to insufficient valving. The Dupont Avenue project included replacing an 8-inch DIP waterline with a 12-inch C-900 PVC pipe along Dupont Avenue from Alton Street to Gates Street, and also involved replacing multiple water service connections and fire service laterals.
CITY OF CARSON, CITYWIDE PAVEMENT REHABILITATION AND SLURRY SEAL PROGRAM | This project covers streets across all four districts within the City of Carson, focusing on essential infrastructure improvements for identified roadways, sidewalks, curb ramps, and related assets in need of repair. The scope of work includes traffic control, striping, pavement markings, cold milling, leveling course, asphalt rubber hot mix, installation of traffic loop detectors, concrete enhancements, and slurry sealing.
ADDITIONAL PROJECT EXPERIENCE
• City of Beaumont, WWTP Salt Mitigation Upgrade Project & Brine Disposal Pipeline Project
• City of Chino, Russell Avenue Water Line Replacement
Project
• City of Chino, Benson Ave Storm Drain Project
• City of Chino, Yorba Avenue and Eucalyptus Avenue
Sewer Main Replacement Project
• City of Chino, Pavement Rehabilitation and Slurry Seal Program
• City of Chino, Well 11 Raw Water Transmission Main
Project
• City of Chino, Russell Avenue Water Line Project
• City of Manhattan Beach, Peck Avenue and Marine
Avenue Stormwater Improvement Project
• City of Manhattan Beach, Slurry Seal Project North &
South Areas of Sand Section
Amer Jakher, PE, MBA
Senior Construction Manager/Resident Engineer
EDUCATION
» Bachelor of Science, Civil
Engineering, San Diego State
University, 1988
» Master’s in Public Administration,
Cal State San Bernardino, 2007
LICENSES & REGISTRATION
» Professional Civil Engineer,
50932, California
» Cal-OSHA 30 Hour
» Contractor License No. 829929,
State of California
» Power B.I.
» Fluent in Spanish
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Carlos Gaytan, D3 Certified, will serve as the Senior Construction Inspector for the Narbonne South Water Main Replacement and Street Reconstruction Project. With over 30 years of experience in water distribution systems, public works inspection, and infrastructure construction, Carlos brings extensive field knowledge and a strong reputation for ensuring compliance, safety, and quality on complex municipal projects. Carlos has successfully inspected a wide range of water and street infrastructure improvements, including water main replacements, utility trenching, and multi-phase capital upgrades. His responsibilities have included oversight of excavation and backfill, materials verification, pressure and bacteriological testing, ADA compliance, and traffic control implementation in active public environments. He is well-versed in daily reporting, coordination with contractors and utilities, and final inspection documentation. As a certified Water Distribution Operator (D3), Carlos has deep technical expertise in the installation and inspection of pipelines, valves, and hydrants. Bilingual in English and Spanish, he fosters effective communication across field teams and ensures contractor accountability through thorough documentation and proactive issue resolution. His hands-on approach, attention to detail, and commitment to public safety and regulatory standards make him a valuable asset to this project.
ELSINORE VALLEY MUNICIPAL WATER DISTRICT, HIGHWAY 74
WATERLINE RELOCATION | The project involved replacing an existing 6-inch steel watermain with a new 8-inch PVC waterline along a 1,800-foot segment of Highway 74 within Caltrans right-of-way, near El Cariso Village. It included abandoning the old watermain, installing new valves, and reconnecting existing meters and fire hydrants.
CITY OF CHINO, PUBLIC WORKS INSPECTOR | Carlos conducted comprehensive reviews of construction drawings, permits, and site plans to ensure compliance with local, state, and federal regulations. He led preconstruction meetings with developers and engineers to outline project requirements and verify all permits were in place. His role involved regular inspections of construction sites to confirm infrastructure elements, such as roads, water systems, and storm drainage, met design standards and safety regulations.
CITY OF CHINO, WATER DISTRIBUTION LEAD OPERATOR | Carlos managed and trained staff responsible for installing and repairing water pipelines, valves, and hydrants. He ensured the safety and efficiency of water distribution operations while coordinating with contractors to resolve performance issues and maintain compliance with city standards. His responsibilities included preparing records of work performed, materials used, and safety compliance, as well as responding to emergency calls to address water distribution and infrastructure issues promptly.
CITY OF CHINO, WATER DISTRIBUTION OPERATOR | Carlos participated in the installation, maintenance, and repair of water service pipelines, valves, and hydrants. He inspected water projects for leaks, decayed pipes, and spills, ensuring adherence to city standards. He also provided emergency response services for water and sewer issues, street signs, and flood control facilities.
CITY OF CHINO, WELL 17 EQUIPPING PROJECT | The Project includes equipping and operating existing Well 17. The improvements were confined to the well location, except for pipe and electrical conduit trenches that crossed the Eastside Water Treatment Facility (EWTF) site to connect to existing facilities. The project included grading and compaction for the well building, building access, and pump-to-waste swale.
CITY OF CHINO, WATER MAIN REPLACEMENT PROJECT, CENTRAL AVENUE AND DUPONT AVENUE | Carlos conducted detailed inspections to ensure compliance with project specifications and standards. He monitored excavation, trenching, and material installation to confirm proper execution and secure connections. Pressure and bacteriological testing were closely tracked to meet safety and health standards before connecting the new water mains to the city system. Traffic control measures were reviewed to maintain public safety, while backfilling and road restoration inspections ensured compliance with city compaction methods. Final inspections addressed discrepancies to confirm the project’s completion.
CITY OF CHINO, WATER MAIN REPLACEMENT PROJECT, WASHINGTON AVE, LINCOLN AVE, MONTE VISTA AVE, & TELEPHONE AVE | Carlos oversaw the replacement of an 8-inch waterline across multiple streets, ensuring adherence to project plans and specifications. He verified material quality and inspected daily activities, including excavation, trenching, and installation of water mains, valves, and fittings. Carlos coordinated traffic control measures, performed final walkthroughs, and resolved discrepancies to meet regulatory requirements and deadlines.
Carlos Gaytan, D3
Senior Construction Inspector
LICENSES & REGISTRATION
» SWRCB Water Distribution
Operator D3, Operator #14889
» Bilingual in English and Spanish
» 30 Cal/OSHA
» Confined Space Training
» Fall Protection
» Traffic Control Safety
EDUCATION
»Chaffey College | 1982–1984
Automotive Technology
» Mt. San Antonio College | 2000–
2003, Intro to Water Systems, T1-T2
Treatment Operations and Water
Distribution, Cross-Connection &
Backflow Prevention
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Adrian brings strong organizational and technical skills to the role of Project Manager/Office Engineer, supporting the success of public works construction projects through consistent documentation, communication, and coordination. He is experienced in tracking and managing RFIs, submittals, meeting minutes, pay applications, and daily reports, ensuring that all project records remain accurate, timely, and compliant with agency requirements. Adrian also supports the inspection team by maintaining real-time documentation, reviewing quantities, and processing contractor billing and change order documentation.
In addition to his technical capabilities, Adrian serves as a liaison between field personnel, contractors, and City staff, helping facilitate efficient workflows and prompt issue resolution. He is adept at keeping project stakeholders informed and aligned throughout construction. Adrian’s familiarity with street and utility improvement scopes—including paving, ADA upgrades, and traffic control coordination—adds valuable insight to both field and office operations. His attention to detail, reliability, and collaborative approach make him a valuable asset to the project team from preconstruction through closeout.
EXPERIENCE
CITY OF PICO RIVERA, WATER MAIN REPLACEMENT PROJECT | This largescale infrastructure project replaced aging and undersized water distribution pipelines originally installed over 70 years ago. The improvements spanned several key corridors, including Eglise Avenue, Cord Avenue, and Washington Boulevard. The work included the installation of approximately 4,240 linear feet of 8-inch, 3,000 linear feet of 10-inch, and 2,750 linear feet of 18-inch water mains, along with the replacement of valves, domestic water services, and fire hydrant assemblies. The upgraded pipeline network significantly improves water reliability, pressure performance, and fire protection capacity across the service area.
ELSINORE VALLEY MUNICIPAL WATER DISTRICT, HIGHWAY 74 WATERLINE RELOCATION | The project involved replacing an existing 6-inch steel watermain with a new 8-inch PVC waterline along a 1,800-foot segment of Highway 74 within Caltrans right-of-way, near El Cariso Village. It included abandoning the old watermain, installing new valves, and reconnecting existing meters and fire hydrants.
CITY OF CARSON, CITYWIDE PAVEMENT REHABILITATION AND SLURRY SEAL PROGRAM | This project covers streets across all four districts within the City of Carson, focusing on essential infrastructure improvements for identified roadways, sidewalks, curb ramps, and related assets in need of repair. The scope of work includes traffic control, striping, pavement markings, cold milling, leveling course, asphalt rubber hot mix, installation of traffic loop detectors, concrete enhancements, and slurry sealing.
CITY OF LAGUNA BEACH, ZONES 5 & 11A STREET SLURRY SEAL AND REHABILITATION PROJECT | The Zones 5 & 11A Street Slurry Seal and Rehabilitation Project for the City of Laguna Beach involves comprehensive road surface improvements on El Toro Road (Zone 5) and the Diamond-Crestview neighborhoods (Zone 11A). The scope includes mobilization, clearing, and grubbing; saw-cutting and removing damaged asphalt concrete (A.C.) pavement; grinding and overlaying sections with new A.C. pavement; and applying both Type I and Type II slurry seals. Additional tasks involve the replacement of A.C. berms and curbs, installing Caltrans traffic loops, sealing pavement cracks, conducting stormwater pollution prevention measures, updating pavement striping and markings, and making necessary utility adjustments. These enhancements aim to improve roadway durability, safety, and aesthetics, ensuring smoother and safer travel for motorists and pedestrians alike.
CITY OF LAKE FOREST, STREET RESURFACING PROJECT | The Project involves the street resurfacing of Glenn Ranch Road from Portola Parkway to El Toro Road, as well as the slurry seal of and arterial slurry seal of Jeronimo and Muirlands from Los Alisos to Bake. Relevant project features include street resurfacing and rehabilitation, application of slurry seal, grinding and overlay, cold milling, concrete improvements, ARHM pavement, AC base course, aggregate base, signing, striping, markings and pavement legends, removal and replacement of PCC curb ramps, removal and replacement of PCC sidewalk, bike lane traffic loops, Type E traffic loops, dig-outs, sewer and storm drain manhole adjustments, and water valves adjustments.
Adrian Galinari
Project Manager/Office Engineer
EDUCATION
» Bachelors of Science, Civil
Engineering, California
Polytechnic State University,
Pomona
LICENSES & REGISTRATION
» Caltrans Certifications
» 30 Cal/OSHA
» Confined Space Training
» Fall Protection
» Traffic Control Safety
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TEAM AVAILABILITY AND WORKLOAD COMMITMENT
Z&K Consultants has carefully selected a team with the capacity and availability to fully support the Narbonne South Water Main Replacement and Street Reconstruction Project. Our proposed staff are committed to this assignment and will remain dedicated throughout the duration of the contract. We understand the importance of consistency on public infrastructure projects and will not reassign or replace personnel without prior written approval from the City of Lomita. The table below outlines the estimated percentage of current workload and availability each team member will dedicate to this project:
Team Member Role Current Workload Availability for this Project*
Amer Jakher, PE, MBA Senior Construction Manager /
Resident Engineer 100% 65%
Carlos Gaytan, D3 Senior Construction Inspector 100% 100% Adrian Galinari Project Manager / Office Engineer 100% 50% Amber Garcia Labor Compliance Officer As-Needed As-Needed Converse Consultants Material Testing (Subconsultant) As-Needed As-Needed *All personnel are currently assigned to ongoing municipal projects but have confirmed bandwidth to take on this assignment without compromising responsiveness or performance. Staff workloads have been carefully evaluated to ensure field coverage, documentation, and communication remain timely and proactive. Current project commitments are anticipated to conclude or scale down prior to the start of construction for the Narbonne South project, aligning well with this assignment’s schedule. As a result, our proposed team will be fully available to support the City of Lomita throughout the duration of this contract. Converse Consultants will support the project on an as-needed basis for materials testing services. Their local team is readily available to respond to field requests in accordance with project scheduling and turnaround needs.
EXPERIENCE
Our team’s experience encompasses all aspects of public works infrastructure, including water main replacements, roadway rehabilitation, utility coordination, and regulatory compliance. We prioritize construction safety, sustainability, and community impact throughout every phase of delivery. By fostering transparent partnerships with public agencies, we consistently meet high standards for quality, environmental stewardship, and operational efficiency. Our deep understanding of municipal project delivery—from preconstruction coordination through final acceptance—positions us to deliver the Narbonne South Water Main Replacement and Street Reconstruction Project on schedule, within budget, and in alignment with the City of Lomita’s infrastructure and community priorities. Z&K Consultants provided construction management and inspection services on the following projects:
WATER MAIN & PIPELINE PROJECT EXPERIENCE
CITY OF TORRANCE, VAN NESS WATER WELLS
TRANSMISSION MAIN | The Van Ness Water Wells
Transmission Main Project is a City-funded potable water infrastructure improvement designed to transmit well water from three production wells located in the northern portion of Torrance, near Artesia Boulevard and Van Ness Avenue, to an existing treatment, storage, and pumping facility in the southern part of the City near Border Avenue and Plaza Del Amo. The project includes the installation of 30-inch, 24-inch, and 18-inch water transmission mains constructed using
steel, ductile iron, and HDPE materials. In addition to the transmission mains, the project scope includes the
construction of high-pressure storm drains, catch basins, and the relocation of sewer pipelines and manholes.
EVMWD, HIGHWAY 74 WATERLINE RELOCATION | This project for the Elsinore Valley Municipal Water District involved relocating and upsizing a key segment of water infrastructure within the Caltrans right-of-way along Highway 74 near El Cariso Village. The existing 6-inch steel water main was abandoned and replaced with approximately 1,800 linear feet of new 8-inch C900 PVC pipe to improve service reliability and accommodate future demand. Work included installation of new waterline appurtenances such as valves, valve boxes, fire hydrant assemblies, and a steel casing for a storm drain crossing. Connections were made to the existing 6-inch steel waterline at two locations and to an 8-inch PVC line at another, requiring careful sequencing and coordination with existing utilities. The project also required disinfection, pressure testing, and full restoration of pavement and disturbed areas in compliance with Caltrans standards. Construction took place within an active transportation corridor and required close coordination with Caltrans for traffic control, permitting, and access. The completed improvements now provide enhanced water system capacity and operational flexibility in the El Cariso Village.
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CITY OF PICO RIVERA, WATER MAIN REPLACEMENT PROJECT | This large-scale infrastructure project replaced aging and undersized water distribution pipelines originally installed over 70 years ago. The improvements spanned several key corridors, including Eglise Avenue, Cord Avenue, and Washington Boulevard. The work included the installation of approximately 4,240 linear feet of 8-inch, 3,000 linear feet of 10-inch, and 2,750 linear feet of 18-inch water mains, along with the replacement of valves, domestic water services, and fire hydrant assemblies. The upgraded pipeline network significantly improves water reliability, pressure performance, and fire protection capacity across the service area.
CITY OF CORONA, LIBERTY AVENUE WATERLINE REPLACEMENT PROJECT | The Project involved replacing a 10- inch steel water main with a 12-inch ductile iron pipe over 3,527 linear feet along La Gloria St. and Liberty Ave. The scope includes installing a 12-inch ductile iron pipe with restrained joints, various water control components (such as air/vacuum release valves, fire hydrant blow-off assemblies, and resilient wedge gate valves), and a new water service connection. It also includes removing and replacing existing infrastructure (like vaults and bollards), trench repairs, roadway repairs, asphalt dike replacement, and concrete encasement.
CITY OF CHINO, CENTRAL AVENUE AND DUPONT AVENUE WATERLINE REPLACEMENT PROJECT | The project involved replacing a 16-inch steel water main with an 18-inch PVC pipe along Central Avenue from Chino Avenue to C Street, and replacing an 8-inch steel line on D Street from Central Avenue to the alley west of 6th Street. The project included connections to Chino Avenue, D Street, Alley 16, and two other alleys, with line stops for tie-ins due to insufficient valving.
The Dupont Avenue project included replacing an 8-inch DIP waterline with a 12-inch C-900 PVC pipe along Dupont Avenue from Alton Street to Gates Street, and also involved replacing multiple water service connections and fire service laterals.
CITY OF CHINO, RUSSELL AVENUE WATER LINE REPLACEMENT PROJECT | The project involved removing and replacing the water main along Russell Ave from Walnut Ave to Terry Ave. It included installing 700 linear feet of new 8- inch PVC C900 DR 14 water main, performing trench backfill and roadway repairs, and installing fire hydrant assemblies, gate valves, and tees with thrust blocks. The work also encompassed installing new 1-inch domestic water service laterals and connecting them to existing water meters, making lateral connections within 3 feet of the water main centerline, saw cutting, and replacing existing cross gutters.
CITY OF CHINO, YORBA AVENUE AND EUCALYPTUS AVENUE SEWER MAIN REPLACEMENT PROJECT | The work included replacing existing 10-inch and 15-inch vitrified clay pipe (VCP) sewer mains with larger diameter VCP or highdensity polyethylene (HDPE) pipe using a combination of trenchless and open trench methods. It involved installing steel casing across railroad property, setting up temporary bypasses, and replacing or rehabilitating existing sewer manholes.
The project also required removing existing sewer manholes, reconnecting sewer laterals, and performing pipe backfill and bedding with asphalt concrete overlay for trench repairs.
CITY OF LONG BEACH, GOLDEN AVENUE WATER MAIN REPLACEMENT PROJECT | The work consisted of replacing an existing 6-inch ductile iron water main with new non-metallic piping along Golden Avenue between Spring St. and 32nd St. Additionally, 48 copper water services were replaced with new non-metallic piping. The project also included replacing existing water valves to improve system functionality and reliability and installing three new fire hydrants to enhance fire protection capabilities in the area.
CITY OF MANHATTAN BEACH, CYCLE 2 WATER INFRASTRUCTURE IMPROVEMENT PROJECT | This project involves the replacement of deteriorating water pipelines along six street segments identified in the City’s Water Master Plan. In addition to waterline replacements, full-width street resurfacing will be completed on affected segments. The project also includes an emergency change order to repair a collapsed storm drain. The project supports long-term water system reliability and roadway durability in residential neighborhoods.
CITY OF MANHATTAN BEACH, HIGH FLOW CAPACITY TRASH TREATMENT CONTROL DEVICES PROJECT | As part of the Beach Cities Enhanced Watershed Management Program (EWMP), this project addresses the City’s compliance with the Santa Monica Bay Trash TMDL. It includes installation of hydrodynamic separator units and connector pipe screens (CPS) to prevent trash from entering the Bay. The two-phase scope covers deep excavation and device installation at beach-adjacent locations, as well as catch basin upgrades citywide. This project significantly improves water quality and protects regional coastal resources.
CITY OF NORWALK, ALONDRA BOULEVARD, PIONEER BOULEVARD, AND 160TH STREET WATER MAIN INSTALLATION PROJECT | The project involved installing a new 12-inch ductile iron pipeline along Alondra Boulevard, Pioneer Boulevard, and 160th Street. The work included fittings, bends, wyes, tees, reducers, adaptors, warning tape, tracer wire, and appurtenances. The project also involved abandoning and removing water mains, connecting to existing water systems, excavation, trenching, backfilling, surface restoration, asphalt paving, and gate valves.
CITY OF BEAUMONT, WWTP SALT MITIGATION UPGRADE PROJECT & BRINE DISPOSAL PIPELINE PROJECT | This project involved site demolition, new facility construction, and system modifications. Key upgrades included headworks screens, grit chambers, aeration basins, a membrane bioreactor (MBR) building, odor control systems, pump stations, and electrical updates. The salt mitigation strategy incorporated reverse osmosis (RO) and a 23-mile Brine Line connecting to the Inland Empire Brine Line in San Bernardino.
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CITY OF RIVERSIDE, LINCOLN AVENUE TECHITE PIPE REPLACEMENT PROJECT PHASE I (JEFFERSON ST. TO MADISON ST.) | The Project involved the replacement of aging water infrastructure with approximately 3,300 linear feet of 54-inch mortar-lined and coated steel transmission main and an additional 600 linear feet of 8-inch and 12-inch ductile iron distribution pipelines. Located along a high-traffic commercial corridor in Riverside, the project was divided into multiple phases and required careful coordination to minimize impacts on businesses and traffic. Major components of the project included welded steel pipe installation, detailed utility potholing, pressure testing, pipe disinfection, vault construction, and the abandonment and grouting of an existing 42-inch Techite pipeline.
CITY OF RIVERSIDE, MARKET STREET WATER MAIN REPLACEMENT PROJECT | The Project involved the installation of approximately 980 linear feet of new 12-inch ductile iron pipe and 80 linear feet of 8-inch ductile iron pipe, along with the epoxy lining of an existing 80-foot segment of 8-inch Matheson steel pipe. Located in a busy commercial corridor of Riverside, the project required careful sequencing and traffic coordination due to proximity to local businesses and the high volume of pedestrian and vehicle activity. Scope elements included trench excavation, utility coordination, waterline installation, valve and appurtenance placement, and comprehensive disinfection and testing. Work was divided into five phases, with long-lead item procurement, construction, testing, and final paving occurring sequentially.
CITY OF RIVERSIDE, MAGNOLIA AVENUE INTERCONNECTION | The Magnolia Avenue Interconnection with Riverside Public Utilities Project (WMWD Specification W-289) involved the construction of approximately 2,300 linear feet of 16-inch diameter PVC C-900 water main to create a new interagency connection between Western Municipal Water District and Riverside Public Utilities. The project included two large-diameter hot taps, installation of air release and blowoff assemblies, construction of dual pre-cast vaults with associated electrical and instrumentation systems, and integration of SCADA components, including chlorine analyzers and sampling stations.
CITY OF VERNON, 50th STREET WATER MAIN REPLACEMENT PROJECT | This project replaced a 12-inch water pipeline and updated water services, including ductile iron pipe installation, joint bonding, and cathodic protection. Work involved excavation, potholing, traffic control, and SWPPP compliance, with installation of service laterals, fire hydrants, and abandonment of a 10-inch cast iron main.
STREET IMPROVEMENT PROJECT
CITY OF ALHAMBRA, FY 19-20, 20-21, AND 21-22 STREET REHABILITATION PROJECTS |The City’s multi-year Street Rehabilitation Projects aimed to enhance roadway infrastructure across various local street segments over three fiscal years. These projects involved comprehensive pavement rehabilitation and concrete improvements for a total of 68 local street segments. Each project was designed to improve accessibility, enhance pavement conditions, and ensure compliance with ADA standards. The scope of work included pavement resurfacing, application of slurry seal treatments, varying depths of cold milling and asphalt overlay, and full-depth pavement removal and reconstruction. Concrete improvements involved the removal and replacement of broken and off-grade sidewalks, curb and gutter repairs, ADA curb ramp upgrades, and the reconstruction of concrete cross gutters and driveway aprons.
CITY OF CARSON, CITYWIDE PAVEMENT REHABILITATION AND
SLURRY SEAL PROGRAM | This large-scale capital improvement program encompassed roadway segments throughout all four districts of the City of Carson. The project focused on restoring and preserving pavement conditions, improving pedestrian accessibility, and upgrading surface infrastructure. The scope of work included traffic control implementation, pavement striping and markings, cold milling of existing asphalt, placement of leveling course and asphalt rubber hot mix (ARHM), installation of traffic signal loop detectors, concrete curb ramp reconstruction, and full slurry sealing. Z&K provided construction management and inspection services to ensure safety, quality, and conformance with City standards while minimizing disruption to surrounding neighborhoods and businesses.
CITY OF CATHEDRAL CITY, TRAFFIC SIGNAL IMPROVEMENTS AT 12 INTERSECTIONS PROJECT | The Traffic Signal Improvements at 12 Intersections Project in the City of Cathedral City was designed to enhance traffic safety and improve pedestrian accessibility at key intersections throughout the city. Funded through the Highway Safety Improvement Program (HSIP), this project implemented several crucial upgrades to improve overall roadway safety. Key improvements included the installation of advanced dilemma zone detection systems to reduce accident risks at signalized intersections and the introduction of protected left-turn phases to improve turning safety and minimize conflicts with oncoming traffic. To further enhance pedestrian safety, pedestrian countdown signal heads were installed to provide clear and reliable crossing information. The project also involved the reconstruction of ADA-compliant curb ramps, ensuring improved accessibility for individuals with disabilities.
(Max of 10 Pages)
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CITY OF CHINO, PAVEMENT REHABILITATION AND SLURRY SEAL PROGRAM | This Project includes street rehabilitation and slurry seal of various streets, including, Pipeline Ave from City Limits to City Limits, Chino Ave from City Limits to City Limits and Schaefer Ave from City Limits to City Limits. Scope of work includes pavement improvements, street resurfacing, crack sealing, slurry seal, localized dig-outs, striping removal/install, and traffic loop detectors. Z&K provided preparation of submittal packages, scheduling, mark outs, meetings, cost control, reviewing RFIs, preparing change order proposals, permits, progress billings, subcontractor coordination, as-built drawings, and final walkthrough/closeout.
CITY OF COMPTON, ANNUAL RESIDENTIAL STREET REHABILITATION PROJECT, PHASES 1 & 2A | This project involved extensive roadway and pavement rehabilitation, along with significant infrastructure upgrades. The scope includes asphalt overlay, concrete improvements, and construction staging, especially at heavily traveled intersections. Additional work comprises traffic control, clearing and grubbing, SWPPP preparation, cold milling, and overlay applications. Pedestrian infrastructure improvements include PCC sidewalks, ADA-compliant enhancements, pedestrian crossings, and speed humps. Further components include the application of slurry seal, HMA pavement, ARHM overlay, AC base course, aggregate base, and full-depth AC slot pavement.
CITY OF CORONA, CORONA GREEN ALLEYS IMPROVEMENT PROJECT | The Project aimed to transform selected alleyways in the City into environmentally friendly, functional, and sustainable public spaces. This project includes extensive surface improvements, installation of permeable pavements, and stormwater management features to enhance water quality and reduce urban runoff. Key elements of the work involve unclassified excavation, installation of aggregate base and porous asphalt, sidewalk and driveway construction, and the implementation of landscape elements like green infrastructure and solar lighting fixtures. The project incorporates drainage improvements and sustainable infrastructure elements to reduce the heat island effect, create safe pedestrian zones, and improve aesthetics.
CITY OF COSTA MESA, CITYWIDE PARKWAY MAINTENANCE, STREET REHAB, AND SLURRY SEAL PROJECT | This citywide street improvement program in the City of Costa Mesa includes extensive street and intersection improvements, ADA ramp upgrades, and the installation of conduit and traffic signal enhancements. The project scope involves mobilization, construction of curb and gutters, sidewalks, driveway approaches, spandrels, cross gutters, and adjustments of manholes and utility covers. Additional work includes procurement and application of Type II slurry seal, crack sealing, installation of traffic signs, striping, pavement markings, traffic markers, speed humps, and the implementation of comprehensive traffic control measures.
CITY OF DOWNEY, WOODRUFF AVENUE PAVEMENT REHABILITATION PROJECT | The Woodruff Avenue Pavement Rehabilitation Project encompasses the rehabilitation of Woodruff Avenue between Firestone Boulevard and Washburn Road in the City of Downey, California. This includes extensive pavement reconstruction, involving the repair of failed pavement areas, cold milling of existing asphalt, and the installation of both asphalt concrete (AC) base course and asphalt rubber hot mix (ARHM) overlay. Additionally, the project addresses uplifted or damaged concrete infrastructure by replacing substandard curbs, gutters, sidewalks, and driveways to ensure safety and ADA compliance. Enhancements also include the installation of steel conduits and single-mode fiber optic cables for improved communication infrastructure.
CITY OF EASTVALE, MEDIAN IMPROVEMENT PROJECT PHASES 1 & 2 | The City of Eastvale’s Median Improvement Projects – Phases 1 and 2 – enhanced visual appeal, public safety, and corridor identity along several major roadways.
Phase 1 involved the installation of raised medians featuring decorative concrete paving, new irrigation systems, droughttolerant landscaping, and electrical infrastructure preparation along Schleisman Road and Limonite Avenue. Phase 2 expanded the improvements to Cantu Galleano Ranch Road, Archibald Avenue, and River Road, and incorporated additional elements such as dual-arm street lighting, city monument signs with solar power systems, colored stamped concrete, decomposed granite paving, backflow prevention devices, and electrical service connections. Both phases required extensive coordination with utility agencies, traffic control planning, and adherence to City and County standards for public infrastructure and streetscape development.
CITY OF EL SEGUNDO, EL SEGUNDO BOULEVARD IMPROVEMENT PROJECT, PW 23-02 | The El Segundo Boulevard Improvement Project in the City of El Segundo enhances roadway conditions, traffic flow, and safety along key corridors. The project involves pavement rehabilitation on El Segundo Boulevard (Illinois Street to Isis Avenue) and Nash Street (El Segundo Boulevard to Imperial Highway) using a cement-stabilized base with an asphalt overlay, requiring traffic detours. Key improvements include new traffic signals, ADA-compliant curb ramps at multiple intersections, and upgraded bicycle infrastructure with 1,020 linear feet of cycle track, 27,450 linear feet of Class II bike lanes, and Class III bike route markings (Sharrows).
CITY OF IRWINDALE, 2021-2022 RESURFACING PROJECT |The 2021-2022 Resurfacing Project in the City of Irwindale focused on extensive street resurfacing and infrastructure upgrades to improve roadway safety and functionality. The project included street resurfacing with cold milling and asphalt concrete (AC) overlay, construction of new curbs and gutters, and installation of PCC sidewalks. Key components also involved the installation and configuration of multiple traffic loop detectors, installation of city project signage, preservation of existing city survey monuments, adjustments of manhole and utility covers to grade, and the application of pavement markings and striping.
(Max of 10 Pages)
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CITY OF JURUPA VALLEY, MARKET STREET PAVEMENT REHABILITATION PROJECT (CIP 19108) | The Market Street Pavement Rehabilitation Project is a critical infrastructure initiative undertaken by the City of Jurupa Valley to improve pavement conditions, enhance pedestrian access, and upgrade public right-of-way elements along a major arterial corridor.
The project limits span Market Street from 1st Street to 11th Street and include a full range of roadway and ADA-compliant improvements. The scope includes cold milling of existing pavement, full-depth asphalt concrete base repairs, and installation of new asphalt concrete overlay. Additional improvements consist of the removal and replacement of curb ramps to current ADA standards, reconstruction of damaged sidewalks and cross gutters, adjustment of utility covers to final grade, installation of traffic signal detector loops, and restriping with new pavement markings. corridor and was completed in compliance with City, Caltrans, and federal accessibility standards.
CITY OF LAGUNA BEACH, ZONES 5 & 11A STREET SLURRY SEAL AND REHABILITATION PROJECT | The Zones 5 & 11A Street Slurry Seal and Rehabilitation Project for the City of Laguna Beach involves comprehensive road surface improvements on El Toro Road (Zone 5) and the Diamond-Crestview neighborhoods (Zone 11A). The scope includes mobilization, clearing, and grubbing; saw-cutting and removing damaged asphalt concrete (A.C.) pavement; grinding and overlaying sections with new A.C. pavement; and applying both Type I and Type II slurry seals. Additional tasks involve the replacement of A.C. berms and curbs, installing Caltrans traffic loops, sealing pavement cracks, conducting stormwater pollution prevention measures, updating pavement striping and markings, and making necessary utility adjustments. These enhancements aim to improve roadway durability, safety, and aesthetics, ensuring smoother and safer travel for motorists and pedestrians alike.
CITY OF LAKE FOREST, STREET RESURFACING PROJECT |
The Project involves the street resurfacing of Glenn Ranch Road from Portola Parkway to El Toro Road, as well as the slurry seal of and arterial slurry seal of Jeronimo and Muirlands from Los Alisos to Bake. Relevant project features include street resurfacing and rehabilitation, application of slurry seal, grinding and overlay, cold milling, concrete improvements, ARHM
pavement, AC base course, aggregate base, signing, striping, markings and pavement legends, removal and replacement of PCC curb ramps, removal and replacement of PCC sidewalk, bike lane traffic loops, Type E traffic loops, dig-outs, sewer and storm drain manhole adjustments, and water valves adjustments.
CITY OF MANHATTAN BEACH, CYCLE 2 STREET IMPROVEMENT PROJECT | The Cycle 2 Street Resurfacing Project in the City of Manhattan Beach is a Public Works initiative designed to improve roadway infrastructure across seven key street segments, totaling approximately 6,820 linear feet. The project encompasses 27th Street from Laurel Avenue to Pacific Avenue, Agnes Road from 29th Street to Marine Avenue, Flournoy Road from Ardmore Avenue to 19th Street, 29th Street from Blanche Road to Agnes Road, Flournoy Drive from Valley Drive to 33rd Street, Marine Avenue from Blanche Road to Valley Drive, and 14th Street from Pacific Avenue to Laurel Avenue.
CITY OF MANHATTAN BEACH, MANHATTAN BEACH BOULEVARD IMPROVEMENTS PROJECT | The Manhattan Beach Boulevard Improvements Project addressed critical safety and traffic flow concerns at the intersection of Manhattan Beach Boulevard and Pacific Avenue. The project focused on improving traffic efficiency by reconfiguring the intersection to optimize vehicle movement and reduce congestion. With significant westbound traffic demand and limited merging space creating frequent delays and sudden braking, the project introduced key upgrades to enhance safety and flow.
Improvements included the installation of new traffic signal systems designed to support dedicated left-turn pockets in both directions, effectively reducing peak-hour congestion. Additionally, the redesigned intersection improved merging distances, allowing for smoother transitions and minimizing abrupt stops. These enhancements were designed to improve accessibility, safety, and long-term functionality for residents, commuters, and visitors.
CITY OF MORENO VALLEY, 801-0081 CITYWIDE PAVEMENT REHABILITATION PROJECT | This project is a citywide rehabilitation of City streets, involving various pavement and infrastructure improvements. The scope includes cold milling to a depth of 1.5 inches, placing a 1.5-inch asphalt rubber hot mix (ARHM) overlay, curb ramp installations, curb and gutter replacements, cross gutters, and spandrels. It also includes full-depth asphalt removal and replacement, installation of traffic striping and markers, traffic signage, adjustments of existing utility manholes, and asphalt concrete overlay.
CITY OF NORWALK, CDBG LOCAL STREETS REHABILITATION PROJECT | The Local Streets Rehabilitation Project in the City of Norwalk, funded by the Community Development Block Grant (CDBG), focused on enhancing roadway and infrastructure conditions across designated local streets. The project scope included improvements to concrete features such as cross gutters, curbs and gutters, ADA-compliant curb ramps, and intersection upgrades. Additional work involved traffic signal enhancements, installation of bike lanes, coordination with underground utilities, conduit installation, and comprehensive pavement rehabilitation.
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CITY OF SAN MARINO, STREET REHABILITATION PROGRAM PHASE 1 & 2 | The project included a wide range of improvements, such as roadway and pavement reconstruction, concrete enhancements, installation of cross gutters, curbs and gutters, curb ramps, and ADA-compliant upgrades. The work also covered cold milling of asphalt concrete pavement followed by resurfacing with hot mix asphalt (HMA) and asphalt rubber hot mix (ARHM). Additional tasks involved clearing and grubbing, localized pavement repairs, and replacement of impacted traffic striping, pavement markings, legends, loop detectors, and curb painting.
CITY OF TORRANCE, RESIDENTIAL & ARTERIAL PAVEMENT IMPROVEMENT PROJECT, I-159/I-139 | This project involves comprehensive pavement improvements across a residential neighborhood and four arterial. The scope of work includes roadway and pavement rehabilitation, concrete improvements, installation of cross gutters, curb and gutter replacement, curb ramp and ADA improvements, and clearing and grubbing. Additional work includes applying slurry seal, cold milling with asphalt concrete (AC) overlay, removal and disposal of existing pavement, and localized pavement repairs.
Additional improvements cover tree removal and replacement, asphalt berm replacement, AC base course, installation of PCC (Portland Cement Concrete) sidewalks, PCC driveways and approaches, access ramps, pavement markings and striping on both concrete and asphalt surfaces, installation of raised pavement markers, and City project signage.
CITY OF TORRANCE, ANZA/VISTA MONTANA/PCH TRAFFIC SIGNAL AND INTERSECTION IMPROVEMENTS | The Anza/Vista Montana/PCH Traffic Signal and Intersection Improvements Project in the City of Torrance was designed to enhance traffic flow, improve safety, and expand roadway capacity at a heavily trafficked intersection. Key upgrades included modernizing the traffic signal systems, installing pedestrian countdown signals, and integrating fiber optic communication equipment to improve signal coordination. To reduce congestion, the project introduced dual left-turn lanes, reconfigured travel lanes, and widened the roadway to accommodate increased traffic volumes. Additional improvements involved extending left-turn lanes, relocating utilities such as fire hydrants and storm drains, and upgrading stormwater drainage systems.
REFERENCES
Our team has developed a strong reputation for delivering responsive, high-quality services that meet or exceed agency expectations. Should you require any additional project information, supplemental contact details, or clarification regarding our roles, scope, or performance on any referenced projects, Z&K Consultants would be pleased to provide it. We are also happy to arrange direct communication with agency staff, provide sample deliverables, or offer expanded project summaries to support your evaluation. Our goal is to ensure complete transparency and demonstrate our readiness to serve as a trusted extension of the City’s team.
City of Manhattan Beach
Contact Name: Gilbert Ramos, Associate Engineer
Address: 3621 Bell Avenue, Manhattan Beach, CA 90266
Phone & Email: (310) 802-5362, [email protected] City of Corona
Contact Name: Aftab Hussain, Assistant Utilities Director Address: 400 S Vicentia Ave, Corona, CA 92882
Phone & Email: (909) 202-5981, [email protected] City of Chino
Contact Name: Michele Hindersinn, Principal Engineer
Address: 13220 Central Ave, Chino, CA 91710
Phone & Email: (909) 334-3213, [email protected] City of Carson
Contact Name: Dr. Arlington Rodgers, Director of Public Works Address: 18620 South Broadway Street, Carson, CA 90248
Phone & Email: (310) 857-3500, [email protected]
City of Long Beach
Contact Name: Dennis Santos, Manager of Engineering
Address: 1800 E Wardlow Rd, Long Beach, CA 90807
Phone & Email: (562) 570-2381, [email protected] Additional references available upon request.
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SCOPE OF WORK AND
PROJECT APPROACH
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III. SCOPE OF WORK AND PROJECT APPROACH
The Narbonne South Water Main Replacement and Street Reconstruction Project is a key infrastructure initiative outlined in the City of Lomita’s 2022–2027 Capital Improvement Program. The project corridor spans Narbonne Avenue from Pacific Coast Highway (PCH) to the southern City limit at Rolling Hills Estates. This project will replace aging underground utilities and reconstruct deteriorated pavement in one of the City’s most critical transportation and service corridors.
Water System Improvements | The water main component includes removal and replacement of approximately 1,600 linear feet of 6-inch and 8- inch water mains installed in 1928, to be upgraded to a new 8-inch PVC pipeline. These improvements are essential to enhance flow, system reliability, pressure management, and fire protection. The scope includes new valves, appurtenances, an d service laterals. Because the work will occur in a developed right-of-way, careful utility coordination, shutdown planning, and traffic control will be essential to minimize service disruptions and ensure public safety. All work must comply with the City’s standards, the Greenbook, and applicable public health regulations, including pressure testing, disinfection, and water quality compliance.
Street Reconstruction | Narbonne Avenue’s pavement condition is currently rated with a Pavement Condition Index (PCI) of 22, reflecting widespread surface degradation. The project will address this by grinding the existing pavement and placing new asphalt concrete and asphalt rubber hot mix. Curb ramps throughout the corridor will be upgraded to meet current Americans with Disabilities Act (ADA) standards. Additionally, revised roadway striping will be implemented to incorporate new bike lanes and improve multimodal safety. The improvements will support long-term durability, reduce maintenance burdens, and enhance accessibility for pedestrians, cyclists, and vehicles alike.
Project Funding | This project is supported by multiple funding sources, including a Federal Community Grant, a State Water Board grant, and a CRRSAA (Coronavirus Response and Relief Supplemental Appropriations Act) allocation in the amount of $59,808, administered through Caltrans for the design of the street portion. The presence of both state and federal funding requires full compliance with grant terms, documentation standards, and audit protocols. Z&K Consultants is well-versed in managing projects with blended funding sources and understands the importance of cost segregation, reporting, and coordination with Caltrans, the SWRCB, and other oversight agencies to ensure ongoing compliance.
Project Design and Schedule | The City awarded the design contract to David Evans and Associates, Inc. (DEA) in December 2022. Once construction begins, early coordination with utilities and testing agencies will be required to maintain momentum and avoid delays. Z&K’s team is available to begin pre-construction support immediately upon award to ensure a smooth transition from design to field implementation. Our staff will assist with plan reviews, staging strategies, and early coordination with Converse Consultants for materials testing readiness.
Key Project Considerations | Delivery of this project will require strong coordination, documentation, and field responsiveness. Key focus areas include:
ü Utility Coordination: Identifying, protecting, or relocating existing services to avoid delays or conflicts. ü Traffic Control & Phasing: Maintaining local access and minimizing community impact through proactive planning and clear signage.
ü Materials Testing Oversight: Ensuring timely sampling, reporting, and integration with field schedules. ü Federal/State Compliance: Maintaining audit-ready records, schedule documentation, and separate cost tracking by funding source.
ü Community Engagement: Supporting City-led outreach and providing field-level responses to resident or business inquiries during construction.
Z&K’s Role and Commitment | Z&K Consultants will provide construction management, daily inspection, and documentation services for both the water and street scopes. Our team brings extensive experience managing public works projects in active urban environments, and we understand the need for real-time coordination, proactive field supervision, and transparent communication with City staff. Working alongside Converse Consultants for materials testing, we will ensure full compliance with project requirements and funding regulations. We are committed to delivering this project with the professionalism, quality, and responsiveness that the City of Lomita expects.
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QUALITY ASSURANCE (QA) AND QUALITY CONTROL (QC) PROCEDURES Z&K Consultants is committed to delivering high-quality construction management and inspection services to ensure the successful completion of the Narbonne South Water Main Replacement and Street Reconstruction Project. Our QA/QC program is designed to uphold technical standards, ensure construction quality, track labor compliance, and mitigate risk through early issue identification and resolution. These procedures will be applied from pre-construction through final acceptance, supported by clear documentation and continuous coordination with City staff and stakeholders.
PRE-CONSTRUCTION QA/QC PLANNING
Our approach to QA/QC begins well before the first piece of equipment mobilizes to the site. Z&K will support the City by facilitating thorough pre-construction planning activities, including:
Constructability
Review
Z&K will conduct a comprehensive constructability review performed jointly by our Construction Manager, Office Engineer, Senior Inspector, and Senior Constructability Reviewer. This multiperspective review ensures both field practicality and contract alignment. The review will examine staging areas, detour routes, existing utility conflicts, ADA ramp layout, trench and backfill strategies, surface restoration methods, and sequencing of waterline installation versus street rehabilitation. We will identify inconsistencies, safety concerns, or omissions that could delay construction and propose solutions proactively. A formal memo summarizing findings and recommendations will be provided to City staff and the design engineer.
Baseline Site
Documentation
Our team will perform photo documentation of existing pavement, curb ramps, utility boxes, signage, striping, and adjacent property conditions. This baseline data will protect the City’s interests, support change order validation, and serve as a valuable closeout reference.
Permits, Plans,
and Submittals
Z&K will confirm that all required permits, project approvals, and initial contractor submittals— including traffic control plans, SWPPP, and schedules—are submitted, approved, and stored in the project’s document management system. This ensures that construction can proceed without administrative delays.
Testing Protocol
Coordination
We will work with Converse Consultants to establish the materials testing scope, frequency, and coordination process. This includes pre-arranging testing response timeframes for compaction, asphalt, and concrete to align with contractor activities.
Pre-Construction
Conference
Support
Z&K will help facilitate and lead portions of the kickoff meeting with the City, contractor, and testing team. Our QA/QC expectations—including documentation requirements, inspection procedures, labor compliance guidelines, and escalation protocols—will be clearly communicated to all parties.
DAILY FIELD QUALITY CONTROL AND INSPECTION OVERSIGHT
During construction, Z&K’s Inspector, Office Engineer, and Construction Manager will implement a rigorous daily QA/QC program focused on technical compliance, real-time coordination, and proactive documentation:
Daily Inspection
Reports
Our inspectors will complete structured DIRs that include weather, manpower and equipment on site, work activities, field observations, materials received, quantity tracking, safety notes, issues encountered, and photographs. These reports are digitally logged daily, reviewed weekly by the CM, and submitted as part of the City’s project file.
Specification
Compliance
Monitoring
Every work item—from water main trenching, pipe installation, and pressure testing to grinding, paving, curb ramp reconstruction, and signage installation—will be inspected against the approved plans, City standards, and applicable specifications. Any deviations will be reported and resolved before work advances.
Materials Testing
Coordination and
Response
Z&K will coordinate directly with Converse Consultants for timely testing of soil compaction, asphalt cores, and concrete placement. Failed tests will be logged, and follow-up testing will be tracked until compliance is achieved. We will also verify that testing frequency meets project specifications and that reports are properly cataloged.
Issue
Documentation
and Resolution
Our team will maintain a real-time Deficiency Log to track and resolve any non-conforming work, failed inspections, or field conflicts. This log will be reviewed regularly with City staff and contractor representatives to ensure timely closeout of each item.
SUBMITTALS, RFIS, CHANGE ORDERS, AND DOCUMENT CONTROL
Clear communication and organized documentation are foundational to successful QA/QC. Z&K’s Office Engineer will manage and track all contract correspondence, including:
Submittals and
RFIs
All contractor submittals and RFIs will be logged in a centralized register. The Office Engineer will route them to the appropriate reviewers (City staff, CM, design engineer) and track timelines to prevent delays. We will proactively follow up on aging items to maintain momentum.
Shop Drawing &
Material Reviews
We will ensure that only reviewed and approved materials are delivered to the site. Our inspector will verify materials against submittals in the field prior to installation.
Change Order
Documentation
and Evaluation
Our CM will review change order requests for scope alignment, cost reasonableness, and time impacts. Supporting documentation—including time and material tickets, photos, and as-built changes—will be gathered and reviewed before forwarding a recommendation to the City.
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SCHEDULE, COST CONTROL, AND PROGRESS VERIFICATION
Z&K’s CM team will provide ongoing monitoring of schedule and cost-related project elements to ensure alignment with expectations and funding requirements:
Progress
Tracking
Daily inspector logs and quantities will be compared against the contractor’s schedule to verify actual production. Any discrepancies or schedule risks will be flagged and discussed in weekly meetings.
Pay Application
Review
Each monthly contractor pay application will be carefully reviewed and cross-referenced against inspected quantities, approved change orders, and DIRs. We will recommend approval only for justified and verifiable quantities.
Cost Segregation
and Reporting
Given that this project is funded through multiple sources (Federal Community Grant, SWRCB grant, CRRSAA), Z&K will maintain clear separation of costs between the water and street portions and support documentation for audit readiness.
Labor Compliance Monitoring
Z&K will implement labor compliance procedures aligned with prevailing wage laws, DBE/MBE requirements (if applicable), and state/federal grant conditions. Our services include:
Pre-Construction
Briefing
Labor compliance expectations, required forms, and documentation protocols will be communicated to the contractor and all subcontractors during the kickoff meeting.
Certified Payroll
Review
We will receive and review weekly certified payroll records (CPRs) to verify proper worker classifications, prevailing wage rates, and fringe benefit allocations.
Jobsite
Monitoring
Z&K will monitor the presence of required wage determinations, EEO postings, and apprentice documentation. We will observe work crews for compliance with hours, trade classifications, and work scope.
Labor Interviews Periodic confidential worker interviews will be conducted to validate the accuracy of CPRs and confirm compliance with labor standards.
Reporting and
Issue Resolution
Any discrepancies will be brought to the contractor’s attention and reported to the City. We will assist with corrective actions and coordinate with funding agencies as needed to ensure continued compliance and funding eligibility.
FINAL INSPECTION, PUNCH LIST, AND CLOSEOUT QA
As construction nears completion, Z&K will support the City in documenting and closing out all outstanding items:
Rolling Punch
List
Throughout construction, we will maintain a punch list of deficiencies to avoid last-minute surprises at closeout. This minimizes contractor demobilization delays and improves project efficiency.
As-Built
Documentation
We will ensure the contractor maintains redlines and as-built records throughout construction. Our team will assist in reviewing and packaging final documentation for the City’s records.
Final
Walkthrough
Z&K will coordinate a final inspection with the City, design team, and contractor to validate project completion and ensure all work complies with plans and specifications.
Warranty
Oversight
After project acceptance, we will support the City in tracking the contractor’s one-year warranty period and assist with documentation or site visits in the event of defects.
INTERNAL QA/QC OVERSIGHT AND REPORTING
To ensure accountability and maintain consistent quality across all services, Z&K will implement the following internal oversight measures:
Weekly QA
Coordination
Meetings
Our internal team will meet weekly to review documentation, field activities, submittal/RFI status, and outstanding issues.
Audit-Ready
Documentation
All documents—including testing results, DIRs, payrolls, submittals, RFIs, and CO logs—will be securely stored and readily accessible for review by the City, auditors, or funding agencies.
City
Communication
We will provide weekly status updates to City staff summarizing field activity, quantities, issues, and anticipated work. Our CM will attend progress meetings and maintain open lines of communication throughout the project.
Z&K Consultants’ robust QA/QC and labor compliance procedures are designed to ensure the Narbonne South Water Main Replacement and Street Reconstruction Project is delivered with technical precision, full transparency, and total alignment with the City’s expectations. As construction concludes, we will assist the City with final walkthrough coordination, punch list verification, and review of redlined as-builts and closeout documentation. Our team will ensure all required testing reports, daily inspections, certified payrolls, and progress records are complete, organized, and available for audit or archival purposes. We will also support warranty period tracking, confirm proper filing of labor compliance documentation, and remain available to assist with any post-construction questions or follow-up needs. Z&K brings the structure, discipline, and responsiveness necessary to protect the City’s interests and ensure a high-quality, compliant, and community-sensitive result from start to finish.
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SCOPE OF WORK
Z&K Consultants will provide full construction management, inspection, labor compliance, and documentation support services for the City of Lomita from pre-construction through closeout. The following tasks represent our responsibilities throughout the life of the project.
Task 1 - Constructability Review
Immediately following execution of the Professional Services Agreement (PSA), Z&K Consultants will initiate a comprehensive Constructability and Bid-ability Review of the approved construction plans and specifications. This earlystage task is critical to identifying potential field conflicts, improving project delivery efficiency, and minimizing unforeseen conditions once construction begins.
Our constructability review will be led by the Construction Manager and supported by the Office Engineer, Senior Inspector, and a dedicated Senior Constructability Reviewer, ensuring both technical and field perspectives are considered. This multitiered approach allows us to evaluate the documents holistically—from permitting and phasing logistics to practical field implementation. The review will focus on:
• Accuracy and clarity of construction details
• Feasibility of proposed methods and materials
• Logical sequencing and traffic control phasing
• ADA ramp layout conformance
• Utility conflict risk and shutdown coordination
• Opportunities to reduce cost or shorten construction
duration
• Clarity of bid items and measurement/payment language Z&K will develop a Constructability Review Memo outlining observations, recommendations, and potential value engineering opportunities. This will be reviewed in coordination with City staff and the design engineer. Suggested revisions, if any, will aim to reduce change orders, streamline contractor performance, and ensure the project is ready for construction from day one.
This task will also lay the foundation for the QA/QC program and help establish alignment between design intent and field execution. By proactively addressing constructability risks early, we help protect the City’s schedule, budget, and reputation for project excellence.
Task 2 – Project Coordination
Z&K Consultants has assigned Amer Jakher, PE, MBA to serve as the Senior Construction Manager and Resident Engineer (RE) for the Narbonne South Water Main Replacement and Street Reconstruction Project. Amer is a licensed California Professional Civil Engineer with over 36 years of experience, including extensive leadership roles overseeing public works infrastructure projects. He exceeds the City's minimum requirements, having delivered numerous water, roadway, and utility improvement projects for municipalities across Southern California. Amer will lead all aspects of project coordination, construction oversight, documentation control, and compliance management. He will be supported by a qualified inspection and office engineering team and will maintain a consistent field presence to ensure the project is completed safely, efficiently, and in full compliance with City standards and specifications.
Z&K will perform the following services as outlined in the RFP:
1. Management
• Deliver services in full accordance with approved plans and specifications, ensuring the contractor’s work meets all technical, regulatory, and safety standards.
• Manage and coordinate all aspects of the project,
including communication between the City, contractor,
Converse Consultants (materials testing), utility agencies, and other project stakeholders.
• Prepare and maintain project logs and reporting tools, including Statements of Working Days, daily reports,
testing summaries, and action items.
• Review and track submittals, shop drawings, and RFIs for completeness and consistency with the contract
documents.
• Coordinate and document design changes in
collaboration with the design consultant.
• Attend and document field meetings, recording key
issues, resolutions, and decisions made during
construction.
• Participate in public outreach activities, providing fieldlevel support for City communications, resident/business coordination, and responses to community concerns.
• Ensure ADA compliance during all phases of construction, including verification of ramps, transitions, and accessible routes.
• Coordinate with property owners and local businesses, especially where construction affects access, parking, or sidewalk conditions.
• Oversee traffic control implementation, ensuring
pedestrian and vehicular safety, access to residences and businesses, and logical phasing that minimizes disruption. • Enforce compliance with applicable laws and codes,
including the California Building Code, Public Contract Code, and local ordinances related to construction in the public right-of-way.
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2. Meetings
• Pre-Construction Meeting: Organize and lead a preconstruction meeting with all key parties. Prepare and distribute the agenda, sign-in sheet, and meeting minutes for City approval.
• Biweekly Construction Meetings: Conduct regular
progress meetings with the contractor, City, and testing agency. Topics will include progress updates, schedule
performance, safety, RFIs, change orders, and
community impacts. Z&K will prepare and distribute
minutes summarizing discussion points and action items. • PS&E Review Discussion: As needed, review
construction plans and specifications for coordination and constructability during field revisions or City-requested changes.
3. Schedule and Budget
• Review construction schedule updates submitted by the contractor, including changes due to delays, change
orders, and other unforeseen conditions. Confirm logic, sequencing, and impact to the critical path.
• Prepare City-standard change orders within 48 hours of receiving complete contractor documentation, in
compliance with all applicable Federal and State funding requirements.
• Track construction cost performance, including all
approved change orders, pending adjustments, and
contingency usage.
• Review progress pay applications, comparing contractorsubmitted quantities with field logs and inspector reports.
Provide recommendations for City approval.
• Review certified payroll reports to ensure compliance with prevailing wage and DBE requirements. Coordinate with
the City to address discrepancies or non-compliance.
4. Water Pollution Control Plan (WPCP) / Stormwater Pollution Prevention Plan (SWPPP) • Monitor contractor’s implementation of the
WPCP/SWPPP, using the checklist and permit guidelines.
• Conduct and document stormwater inspections at
required frequencies. Suspend work or reject
noncompliant materials when necessary.
• Assist the City with regulatory filings, including the Notice of Intent (NOI), Notice of Termination (NOT), and other documentation within the State Water Resources Control
Board’s SMARTS system.
5. Miscellaneous
• Review and coordinate shop drawings with the design
team, ensuring timely feedback to the contractor.
• Track and manage all contract documentation, including submittals, RFIs, RFCs, CCOs, field directives, NOPCs,
and NCRs.
• Review and approve contractor-submitted traffic control plans for safety, access, and constructability.
• Confirm and review contractor redlined as-builts, and deliver complete as-built record drawings to the City upon project completion.
• Monitor and log all materials testing results, ensuring compliance with specifications. Coordinate with Converse Consultants to address nonconforming results.
• Review and approve the contractor’s safety program for adequacy and field enforcement.
• Support design clarification requests, coordinating
responses with the Engineer of Record.
• Ensure all project documentation conforms to City and funding agency standards, including formatting,
approvals, and filing protocols.
• Maintain regular field presence throughout construction and provide monthly documentation to the City
summarizing project status, progress, and outstanding
issues.
Z&K’s project coordination services are designed to streamline communication, support timely decision-making, and ensure that all aspects of construction comply with technical, administrative, and regulatory requirements. Our structured and experienced approach helps ensure the Narbonne South Water Main Replacement and Street Reconstruction Project will be delivered on time, within budget, and with full accountability to the City of Lomita.
Task 3 – Construction Inspection
Z&K Consultants will provide full-time, on-site construction inspection services to verify that all contractor activities are performed in accordance with the project plans, specifications, permits, and applicable codes. Our assigned Senior Construction Inspector, Carlos Gaytan, D3 Certified, will be responsible for daily oversight of field activities, supported by Senior Construction Manager/Resident Engineer Amer Jakher, PE, MBA and Office Engineer Adrian Galinari.
Our inspection team will be present during all active construction operations and will serve as the City’s eyes and ears in the field—ensuring quality control, protecting public safety, and documenting daily progress. Inspection services will encompass all elements of the project, including trenching, pipeline installation, testing, paving, ADA ramp construction, and traffic control.
Z&K will perform the following inspection-related services:
(Max of 10 Pages)
Tuesday, August 05, 2025 Reg CC MTG, Page *655
Daily Field Inspection and Documentation
• Perform on-site inspection of construction operations to ensure compliance with approved plans, the Greenbook,
City of Lomita standards, Caltrans specifications (as
applicable), ADA guidelines, and permit conditions.
• Maintain Daily Inspection Reports (DIRs) including labor and equipment, activities performed, materials installed, locations worked, and weather conditions.
• Take geo-tagged progress photos daily to supplement
field reports and document existing conditions, completed work, and any deficiencies.
• Measure and verify quantities of installed items for pay application and change order validation.
• Monitor jobsite safety, contractor equipment and material storage, traffic control signage, and public access routes.
Technical Compliance and Quality Oversight
• Verify trenching and backfill operations, including native material reuse, bedding placement, and compaction, in
coordination with Converse Consultants.
• Confirm proper installation and alignment of 8-inch PVC water main, service laterals, valves, and hydrants.
• Oversee pressure testing and disinfection of the water system, ensuring full compliance with SWRCB and
AWWA standards.
• Inspect grinding and asphalt paving, including mix
delivery tickets, temperature checks, spread rates, and compaction testing.
• Monitor installation of ADA curb ramps for slope, landing size, alignment, and finish.
• Ensure timely correction of non-conforming work through written deficiency notices and field coordination.
Public Safety and Accessibility
• Confirm installation and adjustment of traffic control devices per the approved traffic control plans.
• Monitor contractor compliance with pedestrian and
business access requirements, especially near
driveways, sidewalks, and commercial entrances.
• Communicate with residents and businesses as
necessary to help resolve field-level concerns in
coordination with City staff.
Testing and Materials Coordination
• Coordinate with Converse Consultants for compaction
testing, concrete cylinders, and asphalt sampling.
• Review and log test results; enforce retesting for noncompliant materials. • Maintain organized records of all testing reports,
coordinated with pay quantities and final acceptance
packages.
Z&K’s inspection services will be thorough, consistent, and proactive—ensuring that fieldwork proceeds safely, efficiently, and in full compliance with City and regulatory expectations. Our inspector will maintain clear, real-time communication with the RE, contractor, and City staff to ensure issues are addressed promptly and construction quality is never compromised.
Task 4 – Labor Compliance
Z&K Consultants will perform labor compliance services in full accordance with the Local Assistance Procedures Manual (LAPM) and all applicable federal, state, and local requirements. Our team is well-versed in the procedures necessary to monitor, document, and enforce prevailing wage laws on publicly funded construction projects. During the pre-construction phase, we will notify the contractor and all subcontractors of their labor compliance obligations, provide guidance on wage determinations and fringe benefits, and ensure that proper postings are displayed on site.
Throughout construction, we will collect and review Certified Payroll Records (CPRs) on a weekly basis, verifying proper worker classifications, wage rates, fringe benefit allocations, and apprenticeship compliance. Our staff will conduct field interviews using standard labor compliance forms and cross-check responses with payroll submissions to validate accuracy and conformance. Any discrepancies will be documented and addressed with the contractor, and unresolved issues will be escalated to the City as appropriate.
All labor compliance documentation—including CPRs, interview records, compliance statements, and discrepancy logs— will be maintained in organized files in accordance with LAPM requirements. Documentation will be submitted with each monthly pay application, and our team will support the City in responding to audit inquiries or funding agency reporting needs. Z&K’s approach to labor compliance emphasizes accuracy, accountability, and full transparency, ensuring the City remains in good standing with all applicable labor and funding requirements.
Task 5 – Testing
Z&K Consultants, in coordination with our subconsultant Converse Consultants, will provide all required special inspection and material testing services as outlined in the Project Plans and Specifications. Testing will conform to Los Angeles County Standards, the Local Assistance Procedures Manual (LAPM), and applicable Caltrans and City of Lomita requirements.
Services will include sampling and testing of soils, aggregate base, asphalt concrete, Portland cement concrete, and other construction materials as necessary to verify compliance with project specifications.
(Max of 10 Pages)
Tuesday, August 05, 2025 Reg CC MTG, Page *656
Converse will perform all required geotechnical, structural, and materials testing, including field compaction tests, asphalt core sampling, concrete cylinder breaks, and related lab analyses. Testing engineers and technicians assigned to the project will meet all certification and qualification standards required by the City and funding agencies. All test results will be documented and submitted promptly for review by Z&K’s Construction Manager and the City. Any failed tests will be tracked and retested following corrective work to ensure full compliance before proceeding.
Z&K will maintain a comprehensive log of all testing activities and will coordinate with the contractor to schedule timely inspections without delaying construction progress. Our team will ensure that the testing scope is fully integrated into the quality control workflow and properly documented for closeout and audit readiness.
Task 6 – Utility and Outside Agency Coordination
Z&K Consultants will manage all utility and outside agency coordination required for the successful execution of the Narbonne South Water Main Replacement and Street Reconstruction Project. Our team will notify all relevant agencies and service providers of the pre-construction meeting, including but not limited to affected utility companies, the City of Lomita Water Department, Los Angeles County Sheriff’s Department, Los Angeles County Fire Department, Athens Services, Southern California Edison (SCE), and any other applicable entities.
At the pre-construction meeting, Z&K will review the project scope with each utility representative, identify potential points of conflict, and clarify roles, responsibilities, and coordination needs throughout the construction phase. Our goal is to establish clear communication channels early and prevent utility-related delays or conflicts once work begins.
During construction, we will work closely with utility companies to resolve conflicts in the field, especially in cases involving unforeseen or unmapped utilities. Z&K will coordinate all necessary relocations and service adjustments by utility providers and support the contractor in maintaining schedule alignment while accommodating utility work. Our team’s familiarity with multi-agency coordination on municipal projects will help ensure that utility-related activities are managed proactively and that all stakeholders remain informed and engaged throughout the project.
Task 7 – Project Close Out
Z&K Consultants will manage all aspects of project closeout in a thorough and organized manner to ensure the City of Lomita receives a complete and fully documented construction record. At the conclusion of construction, Z&K will coordinate a comprehensive final walkthrough with City staff, the contractor, design consultant, testing firm, and other relevant stakeholders. During this walkthrough, we will identify and document all remaining punch list items and confirm that all contract work has been completed in accordance with plans, specifications, and applicable standards.
Following the walkthrough, Z&K will certify project completion, recommend final acceptance, and finalize all outstanding contract elements—including bid item reconciliation, unresolved change orders, and pending claims. All labor compliance documentation, including certified payrolls, compliance statements, and interview records, will be submitted to the City in both digital and hard copy formats as required.
In coordination with the contractor, we will gather all record drawings and redline as-builts, and transmit them to the design engineer (or party designated by the City) for final preparation of the as-built plans of record. Z&K will prepare all final project reports, including a completion report, and ensure that all required federal and state documentation is submitted in compliance with funding agency standards.
At project close, Z&K will organize and deliver all construction files to the City in both electronic and hard copy format, including daily reports, test results, submittals, RFIs, CCOs, safety documentation, and correspondence. We will also provide PDF versions of all record drawings, labor compliance records, and construction documentation for archival purposes. Our closeout process is designed to leave the City with a complete and audit-ready project file that reflects a high standard of quality and accountability.
Project Summary Documentation
As part of project closeout, Z&K Consultants will prepare and deliver a comprehensive Project Summary that includes all required information related to the construction timeline, contract administration, and financial performance. The summary will detail the bid release and opening dates, issuance of the Notice to Proceed to both the Consultant and Contractor, contractor and consultant contact information, the total number of contract calendar days and working days, and the actual date of project completion.
The summary will also include a final project budget with a breakdown of all approved change orders, a comparison of original and final contract values, and documentation of any time extensions granted. All information will be compiled and presented in a clearly organized, labeled three-ring binder as well as in PDF format on a USB thumb drive, as required by the City. The binder and USB will be labeled consistently with the final construction record and delivered as part of the official project closeout submittals. Z&K will ensure that this summary provides a clear, audit-ready overview of the project’s history, scope, cost, and execution for the City’s archives.
(Max of 10 Pages)
Tuesday, August 05, 2025 Reg CC MTG, Page *657
SAMPLE SCHEDULE
Z&K Consultants understands that proactive, milestone-driven scheduling is critical to the success of complex infrastructure projects—particularly for a corridor like Narbonne Avenue that combines underground utility improvements with full-depth roadway reconstruction. Our approach focuses on early alignment with the contractor’s baseline schedule, identification of critical milestones, and clear phasing to maintain public access while supporting continuous construction progress.
Sample Project Schedule | To illustrate our methodology, we have included a sample schedule from a recent water main and street improvement project of similar scope. This schedule outlines all major construction milestones, including Notice to Proceed, mobilization, utility potholing, trench excavation, pipeline installation, service lateral reconnections, pressure testing and disinfection, grinding and repaving, ADA curb ramp upgrades, striping, punch list correction, and final acceptance. Each activity is sequenced to support efficient field operations while maintaining awareness of the critical path.
Phasing Plan | Our scheduling strategy incorporates a segmented phasing plan, dividing the project corridor into manageable, clearly defined work zones. Each phase is carefully sequenced to reduce the overall construction footprint at any given time while maintaining momentum across the schedule. This phased approach allows the contractor to focus resources efficiently, minimizes disruption to the traveling public, and preserves essential services such as resident and business access, emergency response routes, and waste collection. It also simplifies the coordination of traffic control devices, lane closures, and detour signage.
Long-Lead Item Schedule | To avoid material delays, Z&K employs a long-lead item tracking schedule to monitor procurement timelines for key materials such as water valves, hydrants, PVC pipe, trench plates, and specialty fittings. Identifying procurement timelines early enables our team to coordinate with the contractor and suppliers to ensure materials are ordered and delivered ahead of need, reducing idle time and resequencing risks.
Schedule Management and Oversight | Our Construction Manager will review and track progress against the contractor’s approved baseline schedule on a weekly basis. We will verify progress through field inspection reports, contractor updates, and test results. If schedule revisions are submitted due to delays, change orders, or unforeseen conditions, Z&K will review them within one week of submittal and assist the City in evaluating recovery plans or time extension justifications.
Our schedule management process is fully integrated with quality control, labor compliance, materials testing, utility coordination, and public communication. Z&K’s structured, milestone-oriented approach will help the City of Lomita maintain control over construction sequencing, minimize community disruption, and keep the Narbonne South Water Main Replacement and Street Reconstruction Project on track for timely and successful completion.
(Max of 10 Pages)
Tuesday, August 05, 2025 Reg CC MTG, Page *658
PROJECT SCHEDULE
Z&K Consultants has developed a preliminary project schedule based on a construction duration of 100 working days, aligned with the City’s expectations and the complexity of the Narbonne South Water Main Replacement and Street Reconstruction Project. The proposed schedule is structured to ensure seamless coordination between all work elements—including utility work, water main replacement, surface improvements, and final closeout—while minimizing disruption to local residents, businesses, and traffic circulation.
Activity ID Activity Name Original Duration Start Finish PRW-3 CITYOFLOMITA- NARBONNE SOUTH WATER MAIN REPLACEMENTAND STREET PRW-3 CITY OF LOMITA - NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET100 08-Sep-25 30-Jan-26 PRW-3.3 ADMINSTRATION 100 08-Sep-25 30-Jan-26
PRW-3.3.1 NTP CONTRACT MILESTONES PRW-3.3.1 NTP CONTRACT MILESTONES 100 08-Sep-25 30-Jan-26 C1005 CONSTRUCTION NTP - PROPOSED CONTRACT DURATION 100 WORKING DAYS 100 08-Sep-25* 30-Jan-26 C1015 CONSTRUCTION START DATE NTP SEPTEMBER 8 ,2025 0 08-Sep-25* PRW-3.3.2 PREPARE/SUBMIT/REVIEW SUBMITTALS PRW-3.3.2 PREPARE/SUBMIT/REVIEW SUBMITTALS 0 08-Sep-25 08-Sep-25 A1035 Construction Schedule & Detailed Connection Methodology Schedule 0 08-Sep-25* A1036 Hazardous Soil Removal, Disposal, and Control Plan 0 08-Sep-25 A1037 Notifications to Residents, City Hall, Fire Department, Schools, Churches 0 08-Sep-25 A1040 Pipe, Gate Valves, Reducers, NBR Gaskets if Needed 0 08-Sep-25* A1050 Service lines 0 08-Sep-25*
A1055 Shoring Plan 0 08-Sep-25*
A1100 Air Vac Assembly 0 08-Sep-25*
A1130 AC Mix Designs 0 08-Sep-25*
A1160 FH Assembly 0 08-Sep-25
A1170 Loops, Striping, and Signage 0 08-Sep-25
PRW-3.2 CONSTRUCTION 100 08-Sep-25 30-Jan-26
PRW-3.2.1 WATERMAIN INSTALLATION PRW-3.2.1 WATERMAIN INSTALLATION 100 08-Sep-25 30-Jan-26 A1000 Mobilization 5 08-Sep-25* 12-Sep-25
A1005 Pothole Entire Project 10 10-Sep-25* 23-Sep-25
PRW-3.2.1.1 PHASE 1 - WATERMAIN NARBOONE .2.1.1 PHASE 1 - WATERMAIN NARBONNE 43 17-Sep-25 17-Nov-25 A1010 Water Main Installation and Services - (1592 Feet) 18 24-Sep-25 17-Oct-25 A1021 Hydrostatic Test/Chlorinate & Sample (1 Week to Recieve Results) 10 20-Oct-25 31-Oct-25 A1031 Shutdown and Tie In (TO FOLLOW DETAILED CONNECTION METHODOLOGY SCHEDULE) 10 03-Nov-25 17-Nov-25 A1032 Asphalt Restoration Base Pave to FS 43 17-Sep-25 17-Nov-25 PRW-3.2.1.2 PHASE 2 - PAVEMENT RECONSTRUCTION PRW-3.2.1.2 PHASE 2 - PAVEMENT RECONSTRUCTION 45 18-Nov-25 23-Jan-26 A1259 Remove Existing AC Pavement Full Width & Repave in 2 Lifts 20 18-Nov-25 16-Dec-25 A1261 Loops 10 17-Dec-25 31-Dec-25
A1265 Layout/Striping/Signage 15 02-Jan-26 23-Jan-26
PRW-3.2.1.4 PUNCHLIST AND CLEAN UP PRW-3.2.1.4 PUNCHLIST AND CLEAN UP 10 16-Jan-26 30-Jan-26 A1450 Punchlist and Project Clean Up 10 16-Jan-26 30-Jan-26 Sep Oct Nov Dec Jan Feb Mar Apr May
2025 2026
30-Jan-26, PRW-3 CITY OF LOMITA - NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET 30-Jan-26, PRW-3.3 ADMINSTRATION
30-Jan-26, PRW-3.3.1 NTP CONTRACT MILESTONES
CONSTRUCTION NTP - PROPOSED CONTRACT DURATION 100 WORKING DAYS CONSTRUCTION START DATE NTP SEPTEMBER 8 ,2025, 08-Sep-25* 08-Sep-25, PRW-3.3.2 PREPARE/SUBMIT/REVIEW SUBMITTALS
Construction Schedule & Detailed Connection Methodology Schedule, 08-Sep-25* Hazardous Soil Removal, Disposal, and Control Plan, 08-Sep-25 Notifications to Residents, City Hall, Fire Department, Schools, Churches, 08-Sep-25 Pipe, Gate Valves, Reducers, NBR Gaskets if Needed, 08-Sep-25* Service lines, 08-Sep-25*
Shoring Plan, 08-Sep-25*
Air Vac Assembly, 08-Sep-25*
AC Mix Designs, 08-Sep-25*
FH Assembly, 08-Sep-25
Loops, Striping, and Signage, 08-Sep-25
30-Jan-26, PRW-3.2 CONSTRUCTION
30-Jan-26, PRW-3.2.1 WATERMAIN INSTALLATION
Mobilization
Pothole Entire Project
17-Nov-25, PRW-3.2.1.1 PHASE1 -WATERMAIN NARBONNE
Water Main Installation and Services - (1592 Feet)
Hydrostatic Test/Chlorinate & Sample (1 Week to Recieve Results) Shutdown and Tie In (TO FOLLOW DETAILED CONNECTION METHODOLOGY SCHEDULE) Asphalt Restoration Base Pave to FS
23-Jan-26, PRW-3.2.1.2 PHASE 2 - PAVEMENT RECONSTRUCTION Remove Existing AC Pavement Full Width & Repave in 2 Lifts Loops
Layout/Striping/Signage
30-Jan-26, PRW-3.2.1.4 PUNCHLIST AND CLEAN UP
Punchlist and Project Clean Up
CITY OF LOMITA NARBONNE SOUTH WATER MAIN REPLACEMENT
AND STREET RECONSTRUCTION PROJECT
Actual Level of Effort
Actual Work
Remaining Work
Critical Remaining Work
Milestone
summary
(Max of 10 Pages)
Tuesday, August 05, 2025 Reg CC MTG, Page *659
FEE PROPOSAL
Tuesday, August 05, 2025 Reg CC MTG, Page *660
IV. FEE SCHEDULE
July 3, 2025
City of Lomita, Public Works Department
24300 Narbonne Avenue, Lomita, CA 90717
Subject: Proposal for Construction Management Services for Narbonne South Water Main Replacement and Street Reconstruction Project
Dear Public Works Department,
Z&K Consultants, Inc. is pleased to submit our cost proposal for Construction Management and Inspection Services for the Narbonne South Water Main Replacement and Street Reconstruction Project. Our proposed not-to-exceed fee is $348,296.00, inclusive of all labor, materials, equipment, insurance, and administrative costs. The proposal reflects full compliance with prevailing wage and labor requirements. All rates are fully burdened, and our qualified team will be available for the full duration of the project to provide consistent, high-quality support. Below is a table with the hourly rate schedule:
Z&K Consultants, Inc Hourly Rates:
Senior Construction Manager...................................................................................................................................... $192.00 Senior Construction Inspector..................................................................................................................................... $188.00 Project Manager/Office Engineer ................................................................................................................................ $164.00 Labor Compliance Officer............................................................................................................................................ $155.00 SWPPP/Environmental Specialist............................................................................................................................... $162.00 Senior Constructability Reviewer ................................................................................................................................ $186.00 Material Testing and Geotechnical Services ..............................................................................................................Attached
COST PROPOSAL TERMS & CONDITIONS
Staff Substitution & Support | Alternate or additional
qualified personnel may be assigned as needed and billed per the approved rate schedule. Our team is cross-trained, experienced, and able to adapt to project demands.
Subconsultant Costs | Subcontracted services will be
billed at cost plus a 10% markup to cover coordination, contract oversight, and administrative processing.
Exclusions | Unless otherwise stated, the following
services are excluded: Surveying. These services may be added through a mutually agreed scope and contract
amendment.
Late Payment Interest | Per California Public Contract
Code §20104.50, Z&K may charge 10% annual interest on
undisputed invoices unpaid more than 30 days after receipt, unless disputed in writing within 7 days.
Invoices | Invoices will be submitted monthly and no later than three (3) months after services are rendered. Each invoice will include a summary cover sheet and detailed timesheets by staff, date, and subtask, consistent with the approved cost breakdown. Additional backup will be
provided only upon written request by the City and billed at $148/hour plus applicable staff time. Invoicing-related meetings will be billed at contract labor rates and outside the Not-to-Exceed amount. Payment terms are Net 30 days.
Overtime & Double Time | Overtime (1.5x) applies to
hours beyond 8 per day or 40 per week. Double time (2.0x) applies to work on Sundays, holidays, or as required by labor law. OT/DT charges apply when extended hours are
due to the contractor’s schedule or project conditions. Our inspector will be on-site whenever the contractor is working, regardless of pre-approval. If overtime is not pre-approved, we will still provide coverage and may assist with seeking reimbursement from the contractor.
Thank you for considering Z&K Consultants for this important infrastructure project. We are enthusiastic about the opportunity to partner with the City of Lomita and bring our practical experience, proactive management style, and commitment to quality to the successful delivery of the Narbonne South Water Main Replacement and Street Reconstruction Project.
Sincerely,
Crystal Fraire, PE
President/Principal-in-Charge
17130 Van Buren Blvd. #122, Riverside, CA 92504
Phone. 951.310.7470 | [email protected]
Tuesday, August 05, 2025 Reg CC MTG, Page *661
NOT-TO-EXCEED FEE SCHEDULE
Below is the not-to-exceed fee schedule for the Narbonne South Water Main Replacement and Street Reconstruction Project. Material testing services will be provided on an as-needed basis by a certified subconsultant, Converse Consultants. The proposed fee is based on a construction duration of 100 working days and includes all Construction Management, Inspection, Labor Compliance, SWPPP oversight, and administrative support services necessary to successfully manage and deliver the project. Key assumptions in our cost proposal are following:
• 15 hours on average a week for the Senior Construction Manager • 17.5 hours on average a week for the Project Manager/Office Engineer • 40 hours on average a week for the Senior Construction Inspector • Material Testing Services anticipated at $24,800.00 total. • 4 hours per week for the Labor Compliance Officer
• 4 hours per week for the SWPPP/Environmental Specialist The hours presented in the table above represent preliminary estimates at the time of proposal for each team member by task. These hours are not fixed and are provided solely for planning and budgeting purposes. Z&K reserves the right to reallocate hours between staff roles and tasks as necessary to best support project delivery and respond to evolving conditions, including direction from the City, contractor performance, field challenges, or changes in priorities. Such adjustments will be made within the established Not-to-Exceed (NTE) amount, unless a formal budget modification is requested and approved by the City.
Construction Management Services for Narbonne South Water Main Replacement and Street Reconstruction Project Task/ Classification
Senior
Construction
Manager/
Resident
Engineer
Senior
Construction
Inspector
Project
Manager/
Office
Engineer
Labor
Compliance
Officer
SWPPP /
Environmental
Specialist
Senior
Constructability
Reviewer
Material
Testing
(Converse
Consultants)
Total Cost
Hourly Rate $ 192.00 $ 188.00 $ 164.00 $ 155.00 $ 162.00 $ 186.00 Preconstruction Phase 16 8 24 4 4 0 $ - $9,780.00
Task 1 - Constructability
Review 16 16 12 0 0 32 $ - $14,000.00
Task 2 - Project
Coordination 240 0 326 0 40 0 $ - $106,024.00
Task 3 - Construction
Inspection 0 800 0 0 0 0 $ - $150,400.00
Task 4 - Labor Compliance 0 0 0 80 0 0 $ - $12,400.00
Task 5 – Testing 0 0 0 0 0 0 $24,800.00 $24,800.00
Task 6 – Utility and Outside
Agency Coordination 25 0 24 0 0 0 $ - $8,736.00
Task 7 – Project Closeout 16 16 24 4 0 0 $ - $10,636.00 Total Hours 313 840 410 88 44 32 -
Total Cost $60,096.00 $157,920.00 $67,240.00 $13,640.00 $7,128.00 $5,952.00 $24,800.00 $336,776.00
Tuesday, August 05, 2025 Reg CC MTG, Page *662
CONVERSE CONSULTANTS
Schedule of Fees – Geotechnical Laboratory Testing
Compensation for laboratory testing services will be made in accordance with this fee schedule which includes test report(s) and engineering time. Costs of tests not on this schedule will be by quote and/or in accordance with our current hourly fee schedule. The rates are based on non-contaminated soil. A surcharge will be charged for handling contaminated material, which will be determined based on the project. This fee schedule is valid through December 31, 2025.
IDENTIFICATION AND INDEX PROPERTIES TESTS
Visual Classification, ASTM D2488...................................15.00 Engineering Classification, ASTM D2487 .........................20.00 Moisture Content and Dry (bulk) Density,
ASTM D2216 and D2937.............................................20.00 Moisture Content, ASTM D2216 ..................................15.00 Shrinkage Limit, ASTM D4943..........................................85.00 Atterberg Limits, ASTM D4318
Several points ............................................................ 150.00 One Point.....................................................................50.00 Particle Size Analysis, ASTM D6913
Fine Sieve, from +#200 to #4.....................................100.00 Coarse and Fine Sieve, from #200 to 3 in..................180.00 Hydrometer ................................................................ 120.00 Percent Passing #200 Sieve, ASTM D1140...................... 80.00 Specific Gravity
Fine, passing #4 sieve, ASTM D854............................90.00 Coarse, retained on #4 sieve, ASTM C127..................90.00 Sand Equivalent Test, ASTM D2419...............................110.00 Double Hydrometer Dispersion, ASTM D4221................150.00
COMPACTION AND BEARING STRENGTH
Standard Proctor Compaction, ASTM D698 or ASTM D1557
Method A or B............................................................200.00 Method C, 6” mold......................................................200.00 California Impact Method, Caltrans 216..........................200.00 R-value, ASTM D2844 and CTM301...............................250.00 California Bearing Ratio (CBR), ASTM D1883
1 Point........................................................................530.00 3 Points ......................................................................750.00 Relative Density
0.1 Cubic Foot Mold...................................................200.00
0.5 Cubic Foot Mold...................................................300.00
SHEAR STRENGTH
Torvane/Pocket Penetrometer ..........................................25.00 Direct Shear
Quick Test....................................................................75.00 Consolidated, Drained, granular soil,
ASTM D3080 ........................................................200.00 Consolidated, Drained, fine grained soil,
ASTM D3080 ........................................................250.00 Consolidated, Undrained, fine grained soil.................200.00 Residual Strength, per cycle ........................................60.00 Remolded Specimens ..................................................60.00
STATIC UNIAXIAL AND TRIAXIAL STRENGTH TESTS
(PER POINT)
Unconfined Compression, ASTM D2166 ........................150.00 Unconsolidated, Undrained, ASTM D2850 .....................160.00 Consolidated, Undrained, per point ................................700.00 Consolidated, Drained, per point ....................................700.00 With Pore Pressure Measurement, per load...................150.00 Remolded Specimen......................................................... 90.00 CONSOLIDATION (ASTM2435) AND SWELL COLLAPSE
(ASTM D4546) TESTS
8 Load Increments .......................................................... 220.00 Additional Load Increment ................................................ 50.00 Time-Ratio, per load increment......................................... 90.00 Single Point, collapse test................................................. 90.00 Single Load Swell, ASTM D4546
Ring Sample, Field Moisture......................................... 90.00 Ring Sample, Air Dried ................................................. 90.00 Remolded Sample.............................................................. 60.00 Expansion Index Test, UBC 29-2/ASTM D4829................130.00
HYDRAULIC CONDUCTIVITY TESTS
Constant Head, ASTM D2434...........................................250.00 Falling Head Flexible Wall, ASTM D5084 .........................300.00 Triaxial Permeability, EPA 9100........................................350.00 Remolded Specimen.......................................................... 60.00
CHEMICAL TESTS
Corrosivity (pH, resistivity, sulfates, chlorides)..................220.00 Organic Content, ASTM D2974.......................................... 80.00 Conditions: Unit rates presented on this fee schedule are for routinely performed geotechnical laboratory tests. Numerous other earth material physical tests can be performed in our geotechnical laboratories, including rock core, soil cement and soil lime mixture tests. Tests not listed can be quoted upon request.
Prices are based on the assumption that samples are uncontaminated and do not contain heavy metals, acids, carcinogens and/or volatile organics which can be measured by an organic vapor analyzer or photoionization detector with a concentration greater than 50 parts-per-million (ppm). Quoted testing fees are based on the assumption that no protective clothing will be required to handle samples. If Level D protective clothing will be required during handling of samples (as defined in Federal CFR Part 1910.120), then a 40% increase in fees presented in this schedule will be applied. Level C protective clothing will be a 60% increase in fees. Converse will not handle samples that require either Level B or Level A protection in our geotechnical laboratories.
Contaminated samples will be returned to the client. Uncontaminated samples will be disposed of 30 days after presentation of test results. The client must disclose the source of samples. Samples imported from out of state will be incinerated after testing in accordance with requirements of the United States Department of Agriculture. Soil samples obtained within the State of California currently designated quarantine areas will also be incinerated in accordance with the requirement of the State of California, Department of Food and Agriculture, Division of Plant Industry, Pest Exclusion. A $5.00 incineration fee will be added to each sample that is required to be incinerated in accordance with State and Federal law.
Test results requiring plots will be presented in a publishable format generated from computer programs. Otherwise, raw test numbers will be presented. A minimum laboratory fee of $50.00 will be charged to present and mail test results. Beyond the standard U.S. Mail delivery, specialized transmittal will be charged at additional cost (e.g., Federal Express, UPS, etc.). Geotechnical testing does not include engineering and/or geologic review and analysis.
Typical turnaround for geotechnical laboratory testing is two weeks (or roughly ten working days). To expedite test turnaround to five working days, a 50% increase in the fees in this schedule will be applied. Many geotechnical tests require at least one week to perform in accordance with ASTM or other standard specifications. Fees presented in this schedule for relatively undisturbed direct shear, consolidation or expansion pressure tests are based on the assumption that 2.416-inch inside diameter brass ring samples will be provided to the geotechnical laboratory for testing. Remolded specimens will be compacted in standard 2.5-inch outside diameter brass rings for direct shear, consolidation and expansion pressure tests. All fees presented in this schedule are based on the assumption that the client will deliver samples to our laboratory at no additional cost to Converse.
Invoices will be issued monthly and are payable on receipt unless otherwise agreed upon. Interest of 1.5% per month (but not exceeding the maximum allowed by law) will be payable on any amount not paid within thirty days; payment thereafter to be applied first to accrued interest and then to the principle unpaid amount. The Client shall pay any attorneys' fees or other costs incurred in collecting any delinquent amounts.
Tuesday, August 05, 2025 Reg CC MTG, Page *663
CONVERSE CONSULTANTS
Schedule of Fees – Materials Laboratory Testing
Compensation for laboratory testing services will be based on rates in accordance with this fee schedule which includes test report(s) and engineering time. Costs of tests not on this schedule will be by quote and/or in accordance with our current hourly fee schedule. Our services will be performed in accordance with the General Conditions. This fee schedule is valid through December 31, 2025.
AGGREGATES
Moisture Content, ASTM D2216 .............................................. 15.00 Particle Size Analysis
Coarse, ASTM C136, each............................................... 100.00 Coarse and Fine, ASTM C136 & C137), each.................. 180.00 Specific Gravity & Absorption
Coarse Aggregate, ASTM C127......................................... 85.00 Fine Aggregate, ASTM C128 ............................................. 85.00 Unit Weight per Cubic Foot, ASTM C29 ............................. 75.00 Soundness, Sodium or Magnesium, ASTM C88, each..... 200.00 Potential Alkali Reactivity, ASTM D289 ............................ 300.00 Freeze Thaw Soundness.................................................. 175.00 Los Angeles Abrasion, per class, ASTM C131, C535....... 220.00 Sand Equivalent, ASTM D2419........................................ 110.00 Lightweight Particles, ASTM C123, each............................ 85.00 Clay Lumps & Friable Particles, ASTM C142, each.......... 120.00 Stripping Test, ASTM D1664, each .................................... 85.00 Organic Impurities, ASTM C40........................................... 75.00 Durability ...................................................................... By Quote
CONCRETE TESTS
Laboratory Trial Batch, ASTM C192 .................................. By Quote Laboratory Mix Design, Historical Data.............................. By Quote Compression Test, 6”x12” Cylinder, ASTM C39, each............. 50.00 Lightweight Concrete
Compression ...................................................................... 50.00 Unit Weight......................................................................... 50.00 Specimen Preparation, Trimming or Coring, each ................... 60.00 Bond Strength, ASTM C321
Prepared by Converse...................................................... 150.00 Prepared by Others ............................................................ 80.00 Core Compression Test, ASTM C12, each.............................. 80.00 Flexure Test, 6”x6” Beams, ASTM C78, each........................ 110.00 Modulus of Elasticity, Static, ASTM C469, each .................... 150.00 Length Change, ASTM C157, 3 bars, 5 readings each,
up to 26 days.................................................................... 320.00 Splitting Tensile, 6”x12” Cylinders, each.................................. 80.00 Field Concrete Control (sampling, slump, temperature,
cast 4 cylinders, molds, cylinder pick-up, within 10 miles of office, stand-by extra), ASTM/UBC, hourly rate
schedule, or each cylinder.................................................. 95.00 Field Concrete Control (same as above plus air content test), ASTM/UBC, each cylinder.................................................. 95.00 Hold Cylinder........................................................................... 10.00 Cylinder Mold, sent to job site but not cast by Converse or returned to Converse............................................................ 5.00 MASONRY (ASTM C140, E447, UBC STANDARD 24-22)
Moisture Content, as received, each........................................ 20.00 Absorption, each...................................................................... 50.00 Compression, each.................................................................. 55.00 Shrinkage, ASTM C426, each ............................................... 100.00 Net Area and Volume, each..................................................... 25.00 Masonry Blocks, per set of 9.................................................. 450.00 Masonry Core Compression, each........................................... 55.00 Masonry Core Shear, each...................................................... 55.00 Masonry Core Trimming, each................................................. 55.00 Compression Test, grouted prisms, 8”x8”x16”, each.............. 120.00 Compression Test, grouted prisms, 12”x16”x16”, each.......... 130.00 Compression Test
2”x4” Mortar Cylinder, each ................................................ 40.00 3”x6” Grout Prisms, each.................................................... 40.00 2” Cubes, ASTM C109, each.............................................. 40.00 Cast by Others......................................................................... 40.00 Mortar or Grout Mix Designs.............................................. By Quote
FIREPROOFING TESTS
Oven Dry Density, per sample................................................. 70.00
MOISTURE EMISSION TEST
Moisture Emission Test Kit......................................................70.00
ASPHALTIC CONCRETE
Stability, Flow, and Unit Weight, ASTM D6927 .....................200.00 Marshall ASTM D1559, ASTM D2726...................................200.00 Measured Maximum Specific Gravity of Mix, ASTM D2041,
Rice Method, each ............................................................95.00 Void Analysis of Cores or Marshall Specimens,
Calculations Only, ASTM D3203, set of 2 or 3...................60.00 Laboratory Mixing of Asphalt & Concrete, per sample.............75.00 Complete Asphalt Concrete Mix Design
Hveem or Marshall ......................................................By Quote Extraction of Asphalt and Gradation, ASTM D2172, Method B, or California 310, including ash correction, each .............210.00 Extraction of Rubberized Asphalt & Gradation, each.............250.00 Specific Gravity, ASTM D2726 or ASTM D1188
Uncoated...........................................................................95.00 Coated.............................................................................105.00 Immersion-Compression .......................................................400.00 Particle Coating, ASTM D2489 ...............................................60.00 Stripping, ASTM D1664 ..........................................................70.00 Moisture or Volatile Distillates in Paving Mixtures, or Materials Containing Petroleum Products or
By-Products.....................................................................220.00 Retained Strength, ASTM D1074/D1075, 6 specimens.....By Quote Retained Stability, Mil, Std, 520A, Method 104,
6 specimens ................................................................By Quote CBR, ASTM D1883, including M/D Curve, 1 point ................350.00 Asphalt Temperature...............................................................15.00
STRUCTURAL STEEL
Tensile Test #9 Bar or Smaller, each ......................................60.00 Bend Test #9 Bar or Smaller, each .........................................60.00 Tensile Test #10 Bar or Greater, each ..................................280.00 Tensile Test #14 Bar, each ...................................................310.00 Rebar Coupler Tensile Test ..................................................100.00 Tensile Test, Welded #9 Bar or Smaller, each ......................100.00 Tensile Test, Welded #10 Bar or Greater, each ....................280.00 Tensile Test, Welded #14 Bar, each .....................................310.00 Tensile Test, Mechanically Spliced, #9 Bar or Smaller,
each ................................................................................180.00 Tensile Test, Mechanically Spliced, #10 Bar or Greater, each ................................................................................350.00
HIGH STRENGTH BOLT, NUT, AND WASHER TESTING
Wedge Tensile Test, A490 Bolts
Under 100,000 lbs., each ..................................................65.00 Over 100,000 lbs., each ....................................................75.00 Wedge Tensile Test, A325 Bolts
Under 100,000 lbs., each ..................................................70.00 Tensile Test, Anchor Bolts, tested with displacement
transducers, each............................................................300.00 Nut Hardness, Proof & Cone Proof Load Test, each...............50.00 Washer Hardness, each..........................................................40.00 A325 or A490, Bolt Hardness Only, each................................40.00 Bolt A325 or A490 Wedge Tensile
Under 100,000 lbs. & Hardness, each...............................90.00 Over 100,000 lbs. & Hardness, each...............................100.00 Bolt, Nut & Washer, all tests per set with bolts
Under 100,000 lbs. ..........................................................300.00 Over 100,000 lbs. ............................................................380.00 See Schedule of Fees – Geotechnical Laboratory Testing for soil testing. Hourly rates are available upon request. Field Laboratory rates are available upon request. Listed unit rates are based upon the assumption that samples will be delivered to our laboratory at no cost to Converse.
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CONVERSE CONSULTANTS
Prevailing Wage Schedule of Fees
Personnel
Introduction
It is the objective of Converse Consultants to provide its clients with quality professional and technical services and a continuing source of professional advice and opinions. Services will be performed in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. This fee schedule is valid through December 31, 2025.
Hourly Charges for Personnel
Staff assignments will depend on personnel availability, job complexity, project site location, and experience level required to satisfy the technical requirements of the project and to meet the prevailing standard of professional care.
Field Technical Services (all including vehicle and equipment) Construction Inspector – ACI/ICC and/or AWS/CWI certified (concrete, post-tension, masonry, structural steel, fireproofing; includes concrete batch plant and local steel fabrication inspections) ...............................$150 DSA Masonry Inspector ...........................................................................................................................................................150 Non-Destructive Testing Inspector (ultrasonic, magnetic particle, dye penetrant, skidmore, pull testing, torque testing, Schmidt hammer, and pachometer) ..........................................................................................................155 Coring Technician ....................................................................................................................................................................150 Soils Technician (soil, base, asphalt concrete, and moisture emission testing) ....................................................................... 150 Sample Pick-Up ......................................................................................................................................................................... 60 Professional Services (consultation for field and office, if requested) Staff Professional ................................................................................................................................................................... $140 Senior Staff Professional.......................................................................................................................................................... 145 Project Professional ................................................................................................................................................................. 155 Project Manager.......................................................................................................................................................................160 Senior Professional .................................................................................................................................................................. 180 Principal Professional...............................................................................................................................................................210 Principal Consultant ................................................................................................................................................................. 225 Laboratory Testing
Laboratory Technician...................................................................................................................................................... Per Test (see Geotechnical Laboratory Testing and Materials Testing Services fee schedules.) Laboratory Supervisor..............................................................................................................................................................$85 Office Support
Clerical/Word Processing......................................................................................................................................................... $80 Drafting.......................................................................................................................................................................................85 CAD Operator/Drafting Manager................................................................................................................................................90 Overtime and special shift rates for Field Services personnel are determined in accordance with Prevailing Wage law. Travel time to and from the job site will be charged at the hourly rates for the appropriate personnel.
Expenses
1. Exploration expenses (drilling, trenching, etc.) are charged at cost plus fifteen percent.
2. Travel and subsistence expenses (transportation, room and board, etc.) for individuals on projects requiring travel and/or living 50 miles away from the project site are charged at cost plus fifteen percent.
3. Automobile and truck expenses are charged at cost plus fifteen percent (rentals) or at the current IRS milage rate per mile for company-owned vehicles traveling between principal office and project.
4. Other out-of-pocket direct project expenses (aerial photos, long-distance telephone calls, permits, bonds, outside printing services, tests, etc.) are charged at cost plus fifteen percent.
Invoices
1. Invoices will be submitted to the Client on a monthly basis, and a final bill will be submitted upon completion of services.
2. Payment is due upon presentation of invoice and is past-due thirty days from invoice date. In the event Client fails to make any payment to Converse when due, Converse may immediately cease work hereunder until said payment, together with a service charge at the rate of eighteen percent per annum (but not exceeding the maximum allowed by law) from the due date, has been received.
Further, Converse may at its sole option and discretion refuse to perform any further work irrespective of payment from Client in the event Client fails to pay Converse for services when said payments are due.
3. Client shall pay attorneys’ fees or other costs incurred in collecting any delinquent amount.
General Conditions
The terms and provisions of the Converse General Conditions are incorporated into this fee schedule as though set forth in full. If a copy of the General Conditions does not accompany this fee schedule, Client should request a copy from this office.
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1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Andres Gonzalez, Public Works Director
MEETING DATE: August 5, 2025
SUBJECT: Introducing Ordinance No. 875 for First Reading Considering Subjecting the City to the Policies and Procedures Under the California Uniform Public Construction Cost Accounting Act and Consideration of Making Amendments to the Lomita Municipal Code for the Purpose of Adopting the UPCCAA
RECOMMENDATION
Consider and introduce for first reading Ordinance No. 875 detailing the formation of Lomita Uniform Public Construction Cost Accounting Policies and Procedures and establishing alternative bidding procedures in accordance with provisions of the California Uniform Public Construction Cost Accounting Act (UPCCAA); and, schedule a second reading for August 19, 2025.
BACKGROUND
Under the California Public Contracting Code ("PCC") provisions applicable to the City (and other general law cities), all public works projects (i.e., projects to improve infrastructure, buildings, and other capital assets of the City) valued over $5,000 must be competitively bid under a specific lengthy procedure that compels the City to prepare engineering drawings and specifications, to publish the opportunity to bid on the project, and to award a construction contract to the lowest responsive and responsible bidder.
The California Uniform Public Construction Cost Accounting Act ("UPCCAA") (PCC Section 22000 et seq.) was created in 1983 as an alternative bidding procedure designed to reduce costs, expedite the awards process, improve efficiencies, and simplify administration of smaller public projects.
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 9a
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2 This item is before the City Council to consider the introduction of an ordinance for the City of Lomita to participate in the UPCCAA so that the City can use the alternative bidding procedures for smaller projects.
DISCUSSION
Current Construction Bidding Procedures
When constructing public projects, the City must follow the PCC. Section 20163 of the PCC requires that any public project in excess of $5,000 must be publicly bid and awarded to the lowest responsible bidder. These procedures are intended to ensure that the City obtains good prices, that contractors have an equal playing field, and that the City's contracting process is transparent. For very small projects, few contractors will take the time to prepare a formal bid and supply a bid bond (in the amount of 10% of their bid that covers damages the City may incur if they fail to honor their bid), and those contractors who actually submit formal bids will price these administrative costs into their bids. Under these restrictions, the City operates inefficiently and projects commonly exceed their budget, resulting in overpaying for simple projects.
California Uniform Public Construction Cost Accounting Act (UPCCAA) Because formal bidding requirements are generally designed for large projects and do not work well for smaller projects, the Legislature adopted the UPCCAA to allow participating local governments to use alternative procedures to award projects valued at up to $220,000. However, participating local governments must take other steps to ensure accountability to the public, transparent accounting practices and fair treatment of contractors. If adopted, the following bidding procedures may be implemented as an alternative to the regular bidding process:
a) Public projects of $75,000 or less may be obtained by negotiated contract or by purchase order;
b) Public projects of $220,000 or less may be awarded by the informal bidding procedures set forth in the UPCCAA;
c) Public projects of more than $220,000 must be awarded by traditional formal bidding procedures.
The UPCCAA also allows a public agency to perform project work with its own workforce in an amount up to $75,000, if the public agency follows the accounting procedures set forth in the UPCCAA. These accounting procedures basically require an agency to track labor, equipment, material and overhead costs to a specific project.
The UPCCAA accounting procedures are designed to allow agencies to streamline bidding and award procedures in exchange for keeping strict records that allow for periodic auditing by the UPCCAA oversight commission and members of the public to make sure projects the City constructs itself (i.e., staff or the City acting as a general Tuesday, August 05, 2025 Reg CC MTG, Page *667
3 contractor) are not valued at more than $220,000 (or $235,500 for projects that were estimated in good faith at the lower figure but bid just a bit higher).
Next Steps
The first step in order for the the City to use the alternative bidding procedures of the UPCCAA is to introduce an Ordinance by first reading, followed by adopting a resolution to inform the State Controller's Office of the City’s desire to participate in these the cost account reviewing procedures. To implement the alternative bidding procedures, the Ordinance must be enacted and codified in the City Municipal Code, following a second reading. The resolution will be presented to the City Council in conjunction with the second reading of the Ordinance.
The contracting limits in the UPCCAA are modified from time to time by the California Uniform Construction Cost Accounting Commission. The proposed Ordinance provides that when these limits are modified under state law, the modified limits take effect.
The State Controller has authority to terminate the City's participation in the program if the City should fail to comply with its requirements, and general contractors and the unions which represent their employees monitor local government contracting to ensure these rules are followed. The City's annual audits also provide transparency and ensure that the City's contracting procedures are followed.
The proposed Ordinance increases the City's flexibility in awarding public contracts, while maintaining Council control, transparency, accountability and a level playing field for contractors.
FISCAL IMPACT
There is no fiscal impact in adopting the provisions of the UPCCAA.
OPTIONS
1. Approve recommended action.
2. Approve Staff recommendation with alternative amendments/modifications.
3. Do not approve recommended action.
ATTACHMENTS
1. Ordinance No. 875
Prepared by: Approved by:
.
__________________________ __________________________
Andres Gonzalez Andrew Vialpando
Public Works Director City Manager
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ORDINANCE NO. 875
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF LOMITA, CALIFORNIA, ADDING SECTION 2-6.24 TO CHAPTER 6 OF TITLE II OF
THE LOMITA MUNICIPAL CODE TO PROVIDE INFORMAL BIDDING
PROCEDURES UNDER THE CALIFORNIA UNIFORM PUBLIC
CONSTRUCTION COST ACCOUNT ACT (SECTION 22000 ET SEQ. OF
THE PUBLIC CONTRACT CODE)
THE CITY COUNCIL OF THE CITY OF LOMITA HEREBY ORDAINS AS FOLLOWS:
SECTION 1. Recitals.
A. Under the California Public Contracting Code ("PCC") provisions applicable to the City, all public works projects valued over $5,000 must be competitively bid under a specific procedure that compels the City to prepare engineering drawings and specifications, to publish the opportunity to bid on the project, and to award a construction contract to the lowest responsive and responsible bidder.
B. The California Uniform Public Construction Cost Accounting Act ("UPCCAA" or "Act") was created in 1983 as an alternative bidding procedure designed to reduce costs, expedite the awards process, improve efficiencies, and simplify administration of smaller public projects.
C. The Act allows for public project work in the amount of $75,000 or less to be performed by the public agency's force account, by negotiated contract, or by purchase order per PCC Section 22032(a). Public projects in the amount of $220,000 or less can use the informal bidding procedures set forth in the Act in PCC Section 22032(b). Public projects at a cost of more than $220,000 shall use formal bidding procedures to let the contract pursuant to PCC Section 22032(c). These thresholds are amended from time to time.
SECTION 2. SECTION 2-6.24 is hereby added to Chapter 6 of Title II of the Lomita Municipal Code ("LMC") to provide as follows:
Section 2-6.24—Informal bidding procedures under the Uniform Public Construction Cost Account Act
Unless otherwise indicated, the following definitions shall apply to all provisions of this Chapter:
(1) General
a. "Act" means the Uniform Public Construction Cost Accounting Act found at California Public Contract Code, Section 22000 et seq. The Act is incorporated herein by reference as if fully set forth herein.
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Attachment No. 1
Ordinance No. 875
b. "Commission" means the California Uniform Construction Cost Accounting Commission created by Division 2, Part 3, Chapter 2, Article 2 of the California Public Contracts Code (commencing at Section 22010).
c. "Public Project" shall have that meaning provided in Section 22002(c) of the Act, as that section may be amended from time to time.
d. "Public Project Formal Bidding Procedure" means a procedure which meets the requirements of State and Local Law, including Section 22037 of the Act, this chapter and any policies and procedures approved by the City Manager consistent with this chapter.
e. "Public Project Informal Bidding Procedure" means a procedure which meets the requirements of State and Local Law, including Section 22034 of the Act, this chapter and any policies and procedures Approved by the City Manager consistent with this chapter.
f. "Purchasing Officer" means the City Manager or his or her designee. (2) Bidding requirements—Public Projects.
a. Small Projects. Public Projects that do not exceed the limit set forth in subd. (a) of section 22032 of the Public Contract Code, currently seventy-five thousand dollars ($75,000) as of 2025, may be performed by force account or negotiated contract.
b. Medium Projects. Public Projects that do not exceed the limit set forth in subd. (b) of section 22032 of the Public Contract Code, currently two hundred twenty thousand dollars ($220,000) as of 2025, may be let by Public Project Informal Bidding Procedure.
c. Large Projects. Public Projects that exceed the limit set forth in subd. (c) of section 22032 of the Public Contract Code, currently two hundred twenty thousand dollars ($220,000) as of 2025, may be let to contract by Public Project Formal Bidding Procedure.
d. Award. Contracts for Public Projects subject to the Public Project Informal Bidding Procedure or Public Project Formal Bidding Procedure, if awarded, shall be awarded to the lowest responsive and responsible bidder, and if two or more bids are the same and the lowest, the Purchasing Officer of City Council, as applicable, may accept the one it chooses.
e. No Bid Splitting. The City shall not split a Public Project, work, service or purchase into smaller projects, works, services or purchases for the purpose of avoiding any bidding or contracting requirements of this Code. f. Delegation of Awarding Authority. Pursuant to section 22034 of the Public Contract Code, the City Council hereby delegates authority to the Purchasing Officer to award contracts that do not exceed the limit set forth in subd. (b) of section 22032 of the Public Contract Code, currently two hundred twenty thousand dollars ($220,000) as of 2025.
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Ordinance No. 875
g. Exemptions. Notwithstanding any other provision of this Chapter, the City may dispense with the procedures otherwise required by this Chapter to the extent permitted by applicable law, including by way of illustration and not by limitation, when competitive bidding would work an incongruity, confer no advantage, or otherwise be contrary to the public interest.
(3) Public Projects— Force Account and Negotiated Contract. a. Small Projects. Public Projects that do not exceed the limit set forth in subd. (a) of section 22032 of the Public Contract Code, currently seventy-five thousand dollars ($75,000) as of 2025, may be performed by the employees of a public agency by force account, by negotiated contract, purchase order, or Alternative Procedure.
(4) Public Projects—Informal Bidding Procedure.
a. Uses of Public Project Informal Bidding Procedure. This Informal Bidding Procedure shall be Used when a Public Project is involved and informal bidding is permitted by this chapter.
b. Contractor List. The Purchasing Officer may maintain a list of qualified contractors, identified according to categories of work, as described in Section 22034(a) of the Act. The list shall be developed and maintained in accordance with criteria established by the Commission.
c. Distribution of Notice Inviting Informal Bids. The Purchasing Officer shall provide a notice inviting informal bids. The notice inviting informal bids shall be mailed to either or both of the following:
1. All contractors on a qualified contractors list maintained pursuant to subsection B. of this section; and/or
2. All construction trade journals specified in Section 22036 of the Act. i. The notice inviting informal bids must be given not less than ten calendar days before the bids are due.
d. Contents of Notice Inviting Informal Bids. At a minimum, the notice inviting informal bids shall:
1. Describe the Public Project in general terms;
2. State how to obtain more detailed information about the Public Project;
3. State the date, time and place for the submission of sealed bids; and
4. Include any other information required by State or Local Law, as determined by the City Attorney.
e. Contents of Remaining Bid and Contract Documents. The contents and form of the remaining bid and contract documents shall be Approved by the Director of the Using Department, as well as the City Attorney.
f. City's Authority. The City may reject any or all bids received, and may waive any minor irregularities in each bid received.
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Ordinance No. 875
g. No Bids Received. If no bids are received, the City may award the contract by force account or negotiated contract.
h. Award of Contract. The contract shall be awarded, if at all, to the lowest responsible bidder. If two or more bids are the same and the lowest, the City may accept the one it chooses.
(5) Public Projects—Formal Bidding Procedure.
a. Uses of Formal Bidding Procedure. This Formal Bidding Procedure shall be Used whenever formal bidding is required for a Public Project. b. Required Process. The formal competitive bidding procedure shall comply with all applicable aspects of State and Local Law governing formal competitive bidding, including, but not limited to, the California Public Contract Code, California Government Code, California Labor Code, Resolutions of the City Council as may be adopted from time to time, and policies and procedures as the City Manager may approve from time to time.
c. Notice Inviting Formal Bids. Notice inviting formal bids shall be provided. The notice inviting formal bids shall comply with Section 22037 of the Act, as such section may be amended from time to time. Notices shall state the time and place for the receiving and opening of sealed bids and distinctly describe the Public Project. At a minimum, the notice inviting formal bids shall:
1. Describe the Public Project;
2. State how to obtain more detailed information about the Public Project;
3. State the date, time and place for the submission of sealed bids; and
4. Include any other information required by State or Local Law, as determined by the City Attorney.
d. Published Notice. The notice shall be published at least fourteen calendar Days before the date of opening the bids in a newspaper of general circulation printed and published in the City, or, if there is no such newspaper, in a newspaper of general circulation which is circulated in the City.
e. Distribution of Notice Inviting Formal Bids. The notice inviting formal bids shall also be sent to those construction trade journals specified in Section 22036 of the Act at least fifteen calendar Days before the date of bid opening. f. Additional Notice. The City shall also provide any additional notice as it deems proper.
g. City's Authority. The City may reject any or all bids received, and may waive any minor irregularities in each bid received.
h. No Bids Received. If no bids are received, the Purchasing Officer may award the contract by any Alternative Procedure.
i. Award of Contract. The contract shall be awarded, if at all, to the lowest responsible bidder. If two or more bids are the same and the lowest, the City may accept the one it chooses.
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Ordinance No. 875
j. Rejection of Bids. The City may, in its sole and absolute discretion, reject any bids presented. If after the first invitation of bids all bids are rejected, after reevaluating its cost estimates for the Public Project, the City shall have the option of any of the Following:
1. Abandon the Public Project; or
2. Readvertise for bids in the manner described in this chapter; or
3. By passage of a resolution by a four-fifths vote of the City Council, declare that the Public Project can be performed more economically by the employees of the City and have the Public Project done by force account.
SECTION 3. Severability. If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this Chapter, or its application to any person or circumstance, is for any reason held to be invalid or unenforceable, such invalidity or unenforceability shall not affect the validity or enforceability of the remaining sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases of this Chapter, or its application to any other person or circumstance. The City Council declares that it would have adopted each section, subsection, subdivision, paragraph, sentence, clause or phrase hereof, irrespective of the fact that any one or more other sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases hereof be declared invalid or unenforceable.
SECTION 4. Effective Date. This Ordinance shall take effect thirty (30) days after the date of its passage and adoption; and within fifteen (15) days after its passage and adoption, the City Clerk shall cause a copy of this ordinance to be published in accordance with the provisions of the law. The City Clerk shall certify the adoption of this ordinance.
PASSED, APPROVED AND ADOPTED this 19th day of August 2025 ____________________________
Mark A. Waronek, Mayor
ATTEST:
Kathleen Horn Gregory, MMC, City Clerk
APPROVED AS TO FORM:
Trevor Rusin, City Attorney
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