CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
AGREEMENT
CITY OF FRESNO, CALIFORNIA
CONSULTANT SERVICES
THIS AGREEMENT (Agreement) is made and entered into, effective on _________________________ between the C ITY OF FRESNO, a California municipal corporation (City), and KRAZAN & ASSOCI ATES, INC., a California corporation (Consultant).
RECITALS
WHEREAS, the City desires to obtain professional Acceptance Testing and Engineering Inspection services for the H Street Parking Structure Project (Project); and WHEREAS, the Consultant is engaged in the business of furnishing services as a Licensed Professional Engineer and hereby represents that it desires to and is professionally and legally capable of performing the services called for by this Agreement; and
WHEREAS, the Consultant acknowledges that this Agreement is subject to the requirements of Fresno Municipal Code Section 4-107 and Administrative Order No. 6-19; and
WHEREAS, this Agreement will be administered for the City by its Capital Projects Director (Director) or designee.
AGREEMENT
NOW, THEREFORE, in consideration of the foregoing and of the covenants, conditions, and promises hereinafter contained to be kept and performed by the respective parties, it is mutually agreed as follows:
1. Scope of Services.
The Consultant shall perform to the satisfaction of the City the services described in Exhibit A, including all work incidental to, or nec essary to perform, such services even though not specifically described in Exhibit A.
The Consultant shall make as many submit tals as may be necessary or desirable to obtain the acceptance by the City and shall assist the City in applying for and obtaining from applicable public agencies any approval permit, or waiver required by law, which assistance shall include, but not be limited to, making Project information available to the City.
2. Term of Agreement and Time for Performance.
This Agreement shall be effective from the date first set forth above and shall continue in full force and effect through the earlier of complete rendition of the services hereunder or October 6, 2027, subject to any earlier term ination in accordance with this Agreement.
The services of the Consultant as described in Exhibit A are to commence upon the City’s issuance of a written “Notice to Proceed.” Work shall be undertaken and completed in a sequence assuring expeditious completion, but in any event, all such services shall be completed within four hundred seventy-one (471) consecutive calendar days from such DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
authorization to proceed.
3. Compensation.
(a) The Consultant’s sole compensation for satisfactory performance of all services required or rendered pursuant to this Agreement shall be a total fee of Six Hundred Twenty-Three Thou sand Eight Hundred Thirty Dollars ($623,830.00), and a contingency amount not to exceed Eighteen Thousand Seven Hundred Dollars ($18,700.00) for any additional work rendered pursuant to Subsection (c) below and authorized in writing by the Director. Such fees include all expenses incurred by the Consultant in performance of such services. (b) Detailed statements shall be rendered monthly and will be payable in the normal course of City business.
(c) The parties may modify this Agreement to increase or decrease the scope of services or provide for the rend ition of services not required by this Agreement, which modification shall include an adjustment to the Consultant’s compensation. Any change in the scope of services must be made by written amendment to the Agreement signed by an authorized representative for each party. The Consultant shall not be entitl ed to any additional compensation if services are performed prior to a signed written amendment.
4. Termination, Remedies, and Force Majeure.
(a) This Agreement shall terminate wit hout any liability of the City to the Consultant upon the earlier of: (i) the Consultant’s filing for protection under the federal bankruptcy laws, or any bankrupt cy petition or petition for receiver commenced by a third party against the Consultant; (ii) seven calendar days prior written notice with or without cause by th e City to the Consultan t; (iii) the City’s non-appropriation of funds sufficient to meet its obligations hereunder during any City fiscal year of this Agreement, or ins ufficient funding for the Project; or (iv) expiration of this Agreement.
(b) Immediately upon any termination or expiration of this Agreement, the Consultant shall (i) immediately stop all work hereunder; (ii) immediately cause any and all of its subcontractors to cease work; and (iii) return to the City any and all unearned payments and all properties and materials in the possession of the Consultant that are owned by the City. Subject to the terms of this Agreement, the Consultant shall be paid compensation for services satisfactorily performed prior to the effective date of termination. The Consultant shall not be paid for any work or services performed or costs incur red which reasonably could have been avoided.
(c) In the event of termination due to failure of the Consultant to satisfactorily perform in accordance with the terms of this Agreement, the City may withhold an amount that would otherwise be payable as an offset to, but not in excess of, the City’s damages caused by such failure. In no event shall any payment by the City pursuant to this Agreement constitute a waiver by the City of any breach of this Agreement which may then exist on the part of the Consultant, nor shall such payment impair or prejudice any remedy available to the City with DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
respect to the breach.
(d) Upon any breach of this Agreement by the Consultant, the City may (i) exercise any right, remedy (in contract, law, or equity), or privilege which may be available to it under applicable laws of the State of California or any other applicable law; (ii) proceed by appropriate court action to enforce the terms of the Agreement; and/or (iii) recover all dire ct, indirect, consequential, economic, and incidental damages for the breach of the Agreement. If it is determined that the City improperly terminated this Agreemen t for default, such termination shall be deemed a termination for convenience.
(e) The Consultant shall provide the City with adequate written assurances of future performance, upon Director’s request, in the event the Consultant fails to comply with any terms or conditions of this Agreement. (f) The Consultant shall be liable for default unless nonperformance is caused by an occurrence beyond the reasonable control of the Consultant and without its fault or negligence such as, acts of God or the public enemy, acts of the City in its contractual capacity, fires, floods, epidemics, quarantine restrictions, strikes, unusually severe weather, and delays of common carriers. The Consultant shall notify Director in writing as soon as it is reasonably possible after the commencement of any excusable delay, setting forth the full particulars in connection therewith, and shall remedy such occurrence with all reasonable dispatch, and shall promptly give written notice to Director of the cessation of such occurrence.
5. Confidential Information, Ownership of Documents and Copyright License. (a) Any reports, information, or other data prepared or assembled by the Consultant pursuant to this Agreement shall not be made available to any individual or organization by the Consultant without the prior written approval of the City. During the term of this Agreem ent, and thereafter, the Consultant shall not, without the prior written consent of the City, disclose to anyone any Confidential Information. The term Confid ential Information for the purposes of this Agreement shall include all proprietary and confidential information of the City, including but not limited to business plans, marketing plans, financial information, designs, drawings, specifications, materials, compilations, documents, instruments, models, source or object codes and other information disclosed or submitted, orally, in writing, or by any other medium or media. All Confidential Information shall be and remain confidential and proprietary in the City. (b) Any and all original sketches, pencil tracings of working drawings, plans, computations, specifications, comp uter disk files, writings and other documents prepared or provided by the Consultant pursuant to this Agreement are the property of the City at the time of preparation and shall be turned over to the City upon expiration or termination of the Agreement or default by the Consultant.
The Consultant grants the City a copyright license to use such drawings and writings. The Consultant shall not permit th e reproduction or use thereof by any other person except as otherwise expressly provided herein. The City may modify the design including any drawings or writings. Any use by the City of the aforesaid DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
sketches, tracings, plans, computations , specifications, computer disk files, writings, and other documents in completed form as to other projects or extensions of this Project, or in uncompleted form, wi thout specific written verification by the Consultant will be at the City ’s sole risk and without liability or legal exposure to the Consultant. The Consultant may keep a copy of all drawings and specifications for its sole and exclusive use.
(c) If the Consultant should subcontract all or any portion of the services to be performed under this Agreement, the Consultant shall cause each subcontractor to also comply with the requirements of this Section 5. (d) This Section 5 shall survive expiration or termination of this Agreement.
6. Professional Skill.
It is further mutually understood and agreed by and between the parties hereto that inasmuch as the Consultant represents to the City that the Consultant and its subcontractors, if any, are skilled in the profession and shall perform in accordance with the standards of said profession necessary to perform the services agreed to be done by it under this Agreement, the City reli es upon the skill of the Consultant and any subcontractors to do and perform such services in a skillful manner and the Consultant agrees to thus perform the services and require the same of any subcontractors.
Therefore, any acceptance of such services by the City shall not operate as a release of the Consultant or any subcontractors from said professional standards.
7. Indemnification.
To the furthest extent allowed by law, including California Civil Code section 2782.8, the Consultant shall indemnify, hold harmless and defend the City and each of its officers, officials, employees, agents, and volunteers from any and all loss, liability, fines, penalties, forfeitures, costs and damages (whether in contract, tort or strict liability, including but not limited to personal injury, death at any time and property damage), and from any and all claims, demands and actions in law or equity (including reasonable attorney's fees, litigation expenses and cost to enforce this agreement) that arise out of, pertain to, or relate to the negligence, recklessness or willfu l misconduct of the Consultant, its principals, officers, employees, agents, or volunteers in the performance of this Agreement.
If the Consultant should subcontract all or any portion of the services to be performed under this Agreement, the Consultant shall require each subcontractor to indemnify, hold harmless and defend the City and each of its officers, officials, employees, agents, and volunteers in accordance with the terms of the preceding paragraph.
This section shall survive termination or expiration of this Agreement.
8. Insurance.
(a) Throughout the life of this Agreement, the Consultant shall pay for and maintain in full force and effect all insurance as required in Exhibit B, which is incorporated into and part of this Agreement, with an insurance company(ies) either (i) admitted by the California Insurance Commissioner to do business in the DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
State of California and rated no less than “A-VII” in the Best’s Insurance Rating Guide, or (ii) as may be authorized in writing by the City’s Risk Manager or designee at any time and in its sole discretion. The required policies of insurance as stated in Exhibit B shall maintain limits of liability of not less than those amounts stated therein. However, the insurance limi ts available to the City, its officers, officials, employees, agents, and volunteers as additional insureds, shall be the greater of the minimum limits specified th erein or the full limit of any insurance proceeds to the named insured.
(b) If at any time during the life of the Agreement or any extension, the Consultant or any of its subcontractors/sub-consultants fail to maintain any required insurance in full force and effect, all services and work under this Agreement shall be discontinued immediately, and all payments due or that become due to the Consultant shall be withheld until notice is received by the City that the required insurance has been restored to full force and effect and that the premiums therefore have been paid for a period satisfactory to the City. Any failure to maintain the required insurance shall be sufficient cause for the City to terminate this Agreement. No action taken by the City pursuant to this section shall in any way relieve the Consultant of its responsibilities under this Agreement. The phrase “fail to maintain any required insurance” shall include, without limitation, notification received by the City that an insurer has commenced proceedings, or has had proceedings commenced against it, indicating that the insurer is insolvent. (c) The fact that insurance is obtain ed by the Consultant shall not be deemed to release or diminish the liability of the Consultant, including, without limitation, liability under the indemnity provisions of this Agreement. The duty to indemnify the City shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy li mits do not act as a limitation upon the amount of indemnification to be provided by the Consultant. Approval or purchase of any insurance contracts or policies shall in no way relieve from liability nor limit the liability of the Consultant, its principals, officers, agents, employees, persons under the supervision of the Consultant, vendors, suppliers, invitees, consultants, sub-consultants, subcontra ctors, or anyone employed directly or indirectly by any of them.
9. Conflict of Interest and Non-Solicitation.
(a) Prior to the City’s execution of this Agreement, the Consultant shall complete a City of Fresno conflict of interest disclosure statement in the form as set forth in Exhibit C. During the term of this Agreement, the Consultant shall have the obligation and duty to immediately notify the City in writing of any change to the information provided by the Consultant in such statement. (b) The Consultant shall comply, and require its subcontractors to comply, with all applicable (i) professio nal canons and requirements governing avoidance of impermissible client conflicts; and (ii) federal, state, and local conflict of interest laws and regulations including, without limitation, California Government Code Section 1090 et. seq., the Califor nia Political Reform Act (California Government Code Section 87100 et. seq.), the regulations of the Fair Political DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
Practices Commission concerning disclos ure and disqualification (2 California Code of Regulations Section 18700 et. seq.) and Section 4-112 of the Fresno Municipal Code (Ineligibility to Compete). At any time, upon written request of the City, the Consultant shall provide a written opinion of its legal counsel and that of any subcontractor that, after a due dil igent inquiry, the Consultant and the respective subcontractor(s) are in full compliance with all laws and regulations.
The Consultant shall take, and require its subcontractors to take, reasonable steps to avoid any appearance of a conflict of interest. Upon discovery of any facts giving rise to the appearance of a conflict of interest, the Consultant shall immediately notify the City of these facts in writing.
(c) Consultant’s duties and services under this Agreement shall not include preparing or assisting the City with any portion of the City’s preparation of a request for proposals, request for qual ifications, or any other solicitation regarding a subsequent or additional contract with the City. The City entering this Agreement shall at all times retain responsibility for public contracting, including with respect to any subsequent phase of this Project. Consultant’s participation in the planning, discussions, or drawing of pr oject plans or specifications shall be limited to conceptual, preliminary, or initial plans or specifications. Consultant shall cooperate with the City to ensure that all bidders for a subsequent contract on any subsequent phase of this Project have acce ss to the same information, including all conceptual, preliminary, or initial plans or specifications prepared by Consultant pursuant to this Agreement.
(d) In performing the work or services to be provided hereunder, the Consultant shall not employ or retain the services of any person while such person either is employed by the City or is a member of any the City council, commission, board, committee, or similar the City body. This requirement may be waived in writing by the City Manager, if no actual or potential conflict is involved. (e) The Consultant represents and warrants that it has not paid or agreed to pay any compensation, contingent or otherwise, direct, or indirect, to solicit or procure this Agreement or any rights/benefits hereunder. (f) Neither the Consultant, nor any of the Consultant’s subcontractors performing any services on this Project, shall bid for, assist anyone in the preparation of a bid for, or perform any services pursuant to, any other contract in connection with this Project. The Consult ant and any of its subcontractors shall have no interest, direct or indirect, in any other contract with a third party in connection with this Project unless su ch interest is in accordance with all applicable law and fully disclosed to and approved by the City Manager, in advance and in writing. If the Consultant should subcontract all or any portion of the work to be performed or services to be provided under this Agreement, the Consultant shall include the provisions of this Secti on 9 in each subcontract and require its subcontractors to comply therewith.
(g) This Section 9 shall survive expiration or termination of this Agreement.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
10. Recycling Program.
In the event the Consultant maintains an office or operates a facility(ies), or is required herein to maintain or operate same, within the incorporated limits of the City of Fresno, the Consultant at its sole cost and expense shall:
(a) Immediately establish and main tain a viable and ongoing recycling program, approved by the City’s Solid Waste Management Division, for each office and facility. Literature describing the City recycling programs is available from the City’s Solid Waste Management Division and by calling City of Fresno Recycling Hotline at (559) 621-1111.
(b) Immediately contact the City’s Solid Waste Management Division at (559) 621-1452 and schedule a free waste audit and cooperate with such Division in their conduct of the audit for each office and facility. (c) Cooperate with and demonstrate to the satisfaction of the City’s Solid Waste Management Division the establ ishment of the recycling program in paragraph (a) above and the ongoing maintenance thereof.
11. General Terms.
(a) Except as otherwise provided by law, all notices expressly required of the City within the body of this Agreement, and not otherwise specifically provided for, shall be effective only if signed by the Director or designee. (b) Records of the Consultant’s expe nses pertaining to the Project shall be kept on a generally recognized accounting basis and shall be available to the City or its authorized representatives upon request during regular business hours throughout the life of this Agreement and for a period of three years after final payment or, if longer, for any period required by law. In addition, all books, documents, papers, and records of the Co nsultant pertaining to the Project shall be available for the purpose of making audits, examinations, excerpts, and transcriptions for the same period of time . If any litigation, claim, negotiations, audit, or other action is commenced before the expiration of said time period, all records shall be retained and made available to the City until such action is resolved, or until the end of said time per iod whichever shall later occur. If the Consultant should subcontract all or any portion of the services to be performed under this Agreement, the Consultant shall cause each subcontractor to also comply with the requirements of this paragraph. This Section 11(b) shall survive expiration or termination of this Agreement.
(c) Prior to execution of this Agreement by the City, the Consultant shall have provided evidence to the City that th e Consultant is licensed to perform the services called for by this Agreement (o r that no license is required). If the Consultant should subcontract all or any portion of the work or services to be performed under this Agreement, the Consultant shall require each subcontractor to provide evidence to the City that subcontractor is licensed to perform the services called for by this Agreement (o r that no license is required) before beginning work.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
12. Nondiscrimination.
(a) To the extent required by controlling federal, state, and local law, the Consultant shall not employ discriminatory practices in the provision of services, employment of personnel, or in any other respect on the basis of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexu al orientation, ethnicity, status as a disabled veteran or veteran of the Vietnam era. Subject to the foregoing and during the performance of this Agreement, the Consultant agrees as follows:
(b) The Consultant will comply with all applicable laws and regulations providing that no person shall, on the gr ounds of race, religious creed, color, national origin, ancestry, physical disabili ty, mental disability, medical condition, marital status, sex, age, sexual orientation, ethnicity, status as a disabled veteran or veteran of the Vietnam era be excluded from participation in, be denied the benefits of, or be subject to discriminat ion under any program or activity made possible by or resulting from this Agreement.
(c) The Consultant will not discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disabi lity, medical condition, marital status, sex, age, sexual orientation, ethnicity, st atus as a disabled veteran or veteran of the Vietnam era. The Consultant shall ensure that applicants are employed, and the employees are treated during employment, without regard to their race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, ethnicity, status as a disabled veteran or veteran of the Vietnam era. Such requirement shall apply to the Consultant’s employment practices including, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenti ceship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provision of this nondiscrimination clause. (d) The Consultant will, in all solicitations or advertisements for employees placed by or on behalf of The Consultant in pursuit hereof, state that all qualified applicants will receive consideration for employment without regard to race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, ethnicity, status as a disabled veteran or veteran of the Vietnam era. (e) The Consultant will send to each labor union or representative of workers with which it has a collective barg aining agreement or other contract or understanding, a notice advising such labor union or workers' representatives of the Consultant’s commitment under this section and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (f) If the Consultant should subcontract all or any portion of the services to be performed under this Agreement, the Consultant shall cause each subcontractor to also comply with the requirements of this Section 12.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
13. Independent Contractor.
(a) In the furnishing of the services provided for herein, the Consultant is acting solely as an independent contractor. Neither the Consultant, nor any of its officers, agents, or employees shal l be deemed an officer, agent, employee, joint venturer, partner or associate of the City for any purpose. The City shall have no right to control or supervise or di rect the manner or method by which the Consultant shall perform its work and functions. However, the City shall retain the right to administer this Agreement so as to verify that the Consultant is performing its obligations in accordance with the terms and conditions thereof. (b) This Agreement does not evidence a partnership or joint venture between the Consultant and the City. The Consultant shall have no authority to bind the City absent the City’s express written consent. Except to the extent otherwise provided in this Agreement, the Consultant shall bear its own costs and expenses in pursuit thereof.
(c) Because of its status as an independent contractor, the Consultant and its officers, agents, and employees shall have absolutely no right to employment rights and benefits available to the City employees. The Consultant shall be solely liable and responsible fo r all payroll and tax withholding and for providing to, or on behalf of, its employees all employee benefits including, without limitation, health, welfare, and retirement benefits. In addition, together with its other obligations under this Agreement, the Consultant shall be solely responsible, indemnify, defend and save the City harmless from all matters relating to employment and tax withholding for and payment of the Consultant’s employees, including, without limitation, (i) compliance with Social Security and unemployment insurance withholding, payment of workers’ compensation benefits, and all other laws and regulations governing matters of employee withholding, taxes and payment; and (ii) any claim of right or interest in the City employment benefits, entitlements, programs and/or funds offered employees of the City whether arising by reason of any common law, de facto, leased, or co-employee rights or other theory. It is acknowledged that during the term of this Agreement, the Consultant may be providing services to others unrelated to the City or to this Agreement.
14. Notices.
Any notice required or intended to be given to either party under the terms of this Agreement shall be in writing and shall be deemed to be duly given if delivered personally, transmitted by facsimile followed by telephone confirmation of receipt, or sent by United States registered or certified mail, with postage prepaid, return receipt requested, addressed to the party to which notice is to be given at the party's address set forth on the signature page of this Agreement or at such other address as the parties may from time to time designate by written notice. Notices served by United States mail in the manner above described shall be deemed sufficiently served or given at the time of the mailing thereof.
15. Binding.
Subject to Section 16, below, once this Agreement is signed by all parties, it shall be DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
binding upon, and shall inure to the benefit of, all parties, and each parties' respective heirs, successors, assigns, transferees, agents, servants, employees, and representatives.
16. Assignment.
(a) This Agreement is personal to the Consultant and there shall be no assignment by the Consultant of its ri ghts or obligations under this Agreement without the prior written approval of the City Manager or designee. Any attempted assignment by the Consultant, its succe ssors, or assigns, shall be null and void unless approved in writing by the City Manager or designee. (b) The Consultant hereby agrees not to assign the payment of any monies due the Consultant from the City under the terms of this Agreement to any other individual(s), corporation(s) or entit y(ies). The City retains the right to pay any and all monies due the Consultant directly to the Consultant.
17. Compliance With Law.
In providing the services required under this Agreement, the Consultant shall at all times comply with all applicable laws of the United St ates, the State of California and the City, and with all applicable regulations promulgated by federal, state, regional, or local administrative and regulatory agencies, now in force and as they may be enacted, issued, or amended during the term of this Agreement.
18. Waiver.
The waiver by either party of a breach by th e other of any provision of this Agreement shall not constitute a continuing waiver or a waiver of any subsequent breach of either the same or a different provision of this Agreement. No provisions of this Agreement may be waived unless in writing and signed by all par ties to this Agreement. Waiver of any one provision herein shall not be deemed to be a waiver of any other provision herein.
19. Governing Law and Venue.
This Agreement shall be governed by, and construed and enforced in accordance with, the laws of the State of California, excluding, however, any conflict of laws rule which would apply the law of another jurisdiction. Venue for purposes of the filing of any action regarding the enforcement or interpretation of this Agreement and any rights and duties hereunder shall be Fresno County, California.
20. Headings.
The section headings in this Agreement are for convenience and reference only and shall not be construed or held in any way to explain, modify, or add to the interpretation or meaning of the provisions of this Agreement.
21. Severability.
The provisions of this Agreement are severable. The invalidity, or unenforceability of any one provision in this Agreement shall not affect the other provisions.
22. Interpretation.
The parties acknowledge that this Agreement in its final form is the result of the combined DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
efforts of the parties and that, should any pr ovision of this Agreement be found to be ambiguous in any way, such ambiguity shall not be resolved by construing this Agreement in favor of or against either party, but rather by construing the terms in accordance with their generally accepted meaning.
23. Attorney's Fees.
If either party is required to commence any proceeding or legal action to enforce or interpret any term, covenant or condition of th is Agreement, the prevailing party in such proceeding or action shall be entitled to recover from the other party its reasonable attorney's fees and legal expenses.
24. Exhibits.
Each exhibit and attachment referenced in this Agreement is, by the reference, incorporated into and made a part of this Agreement.
25. Precedence of Documents.
In the event of any conflict between the body of this Agreement and any exhibit or attachment hereto, the terms and conditions of the body of this Agreement shall control and take precedence over the terms and c onditions expressed within the exhibit or attachment. Furthermore, any terms or co nditions contained within any exhibit or attachment hereto which purport to modify the allocation of risk between the parties, provided for within the body of this Agreement, shall be null and void.
26. Cumulative Remedies.
No remedy or election hereunder shall be deemed exclusive but shall, wherever possible, be cumulative with all other remedies at law or in equity.
27. No Third-Party Beneficiaries.
The rights, interests, duties, and obligations defined within this Agreement are intended for the specific parties hereto as identified in the preamble of this Agreement.
Notwithstanding anything stated to the contrary in this Agreement, it is not intended that any rights or interests in this Agreement benefit or flow to the interest of any third parties.
28. Extent of Agreement.
Each party acknowledges that they have read and fully understand the contents of this Agreement. This Agreement represents th e entire and integrated agreement between the parties with respect to the subject matter hereof and supersedes all prior negotiations, representations, or agreements, either written or oral. This Agreement may be modified only by written instrument duly authorized and executed by both the City and the Consultant.
[SIGNATURES FOLLOW ON THE NEXT PAGE.]
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025)
IN WITNESS WHEREOF, the parties have executed this Agreement at Fresno, California, on the day and year first above written.
CITY OF FRESNO,
A California municipal corporation
By:
Denix D. Anbiah, PE
Capital Projects Director
Capital Projects Department
No signature of City Attorney required.
Standard Document #CPD-S Eng CSA,
Short Form Total Fee – Contingency
(12-2025) has been used without
modification, as certified by the
undersigned.
By:
Kimberly Alvarado Vega
Engineer II
ATTEST:
AMY K. ALLER
Interim City Clerk
By:
Date
Deputy
KRAZAN & ASSOCIATES, INC.,
a California corporation
By:
Name:
Title:
(If corporation or LLC., Board Chair,
Pres. or Vice Pres.)
By:
Name:
Title:
(If corporation or LLC., CFO, Treasurer,
Secretary or Assistant Secretary)
Any Applicable Professional License:
Number:
Name:
Date of Issuance:
Addresses:
CITY:
City of Fresno
Attention: Kimberly Alvarado Vega,
Engineer II
747 R Street, 2nd Floor
Fresno, CA 93721
Phone: (559) 621-8686
E-mail:
CONSULTANT:
KRAZAN & ASSOCIATES, INC.
Attention: Ian G. Beatty, Operations
Manager
215 W. Dakota Avenue
Clovis, CA 93611
Phone: (559) 348-2200
E-mail: [email protected]
Attachments:
1. Exhibit A - Scope of Services
2. Exhibit B - Insurance Requirements
3. Exhibit C - Conflict of Interest Disclosure Form
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
EXHIBIT A
SCOPE OF SERVICES
Consultant Service Agreement between City of Fresno
(City) and Krazan & Associates, Inc. (Consultant)
H Street Parking Structure
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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GEOTECHNICAL ENGINEERING x ENVIRONMENTAL ENGINEERING x CONSTRUCTION TESTING AND INSPECTIONS With Offices Serving the Western United States
215 W. Dakota Avenue x Clovis, CA 93611 x 559-348-2200 x Fax 559-348-2201 x www.krazan.com May 5, 2026 (Revised May 15, 2026)
Ms. Kimberly Alvarado Vega
City of Fresno
747 R Street, 2
nd Floor
Fresno, CA 93721
O: (559) 621-8686
Email: [email protected]
RE: S PECIAL INSPECTION &M ATERIALS TESTING ESTIMATE
H Street Parking Structure
1645 Mono Street
Fresno, California
Dear Ms. Alvarado Vega:
Krazan & Associates (Krazan) appreciates the opportunity to submit this estimate for testing and inspection for the City of Fresno H Street Parking Structure project.
The following preliminary estimate is based on our experience with similar construction and a review of the provided plans and construction schedule. As more information becomes available, or if there are significant changes to the project, we would be happy to revise the project estimate. Variances in the actual schedule may occur during the project and may affect the total cost for our testing and inspection services. Please refer to the attached estimate for further information.
Again, we appreciate the opportunity to submit this estimate, and we believe you will be pleased with the selection of our firm. The following pages include the anticipated scope of work, hourly rates and estimate of costs for our services, and general conditions. If you have any questions, or if we can be of further assistance, please do not hesitate to call our office at 559-348-2200.
The following items are included as an Attachment:
Attachment A – Budget Estimate
Attachment B – Agreement for Engineering Consulting Services, Construction Observation, & Materials Testing Services (Pages 1 – 8)
Attachment C – PW Fee Schedule
Respectfully submitted,
KRAZAN & ASSOCIATES
Ian G. Beatty
Operations Manager
Testing & Inspection Division
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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KRAZAN & ASSOCIATES, INC. COST ESTIMATE
H Street Parking Structure KA Project No. 01626260
1645 Mono Street 5/15/2026
Fresno, CA
SITE IMPROVEMENTS
EARTHWORK / SITE IMPROVEMENTS
Labor: No. Days No. Units Unit Rate Cost
Mass Grading 20 8 $140.00 $22,400.00
Building Pad Certification 1 8 $140.00 $1,120.00
Underground Utilities Trench Backfill 15 2 $140.00 $4,200.00 Structure & Miscellaneous Backfill 12 8 $140.00 $13,440.00 Pavement Subgrade & Flatwork - Onsite 10 2 $140.00 $2,800.00 Pavement Subgrade & Flatwork - Offsite 10 2 $140.00 $2,800.00 Pavement Aggregate Base - Onsite 5 2 $140.00 $1,400.00
Pavement Aggregate Base - Offsite 5 2 $140.00 $1,400.00 Pavement Asphalt Inspection - Onsite 6 2 $140.00 $1,680.00 Pavement Asphalt Inspection - Offsite 6 2 $140.00 $1,680.00 Pavement Concrete - Onsite 7 4 $140.00 $3,920.00
Pavement Concrete - Offsite 5 2 $140.00 $1,400.00
Sample Pickup 20 2 $75.00 $3,000.00
Laboratory: No. Units No. Units Unit Rate Cost
Soil Maximum Density Curves 20 $250.00 $5,000.00
Asphalt Stability 12 $225.00 $2,700.00
Asphalt Oil Content 12 $225.00 $2,700.00
Asphalt Cold Feed Gradation 12 $185.00 $2,220.00
Concrete Compressive Strength (Set of 5) 12 $150.00 $1,800.00 Travel: No. Days No. Miles Unit Rate Cost
Trip Charges 48 $0.00 $0.00
EARTHWORK - ESTIMATED INSPECTION COSTS: $75,660.00
KRAZAN and Associates, Inc. 1 DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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KRAZAN & ASSOCIATES, INC. COST ESTIMATE
H Street Parking Structure KA Project No. 01626260
1645 Mono Street 5/15/2026
Fresno, CA
SPECIAL INSPECTIONS
GROUND LEVEL
Labor: No. Days No. Units Unit Rate Cost
Reinforcement Inspection 25 2 $140.00 $7,000.00
Concrete Inspection - Footings 5 8 $140.00 $5,600.00
Concrete Inspection - Vertical, Walls, Misc 15 4 $140.00 $8,400.00 Concrete Inspection - Slab 4 16 $140.00 $8,960.00
Masonry Inspection 20 2 $140.00 $5,600.00
Shop Welding Inspection (local) 2 8 $100.00 $1,600.00
Shop Welding Inspection (South CA) 2 8 $125.00 $2,000.00 Field Welding & Bolting Inspection 2 8 $140.00 $2,240.00 Sample Pickup 15 2 $75.00 $2,250.00
Rebar Material ID, Sample, Tag (local) 2 2 $75.00 $300.00 Rebar Material ID, Sample, Tag (South CA) 2 8 $100.00 $1,600.00 Laboratory: No. Units No. Units Unit Rate Cost
Concrete Compressive Strength (Set of 5) 30 $150.00 $4,500.00 Masonry Block Compressive Strength (Set of 3) 0 $250.00 $0.00 Masonry Mortar Comp. Strength (Set of 5) 0 $150.00 $0.00 Masonry Grout Comp. Strength (Set of 4) 8 $150.00 $1,200.00 Masonry Prism Comp. Strength (Set of 3) 3 $220.00 $660.00 Rebar Tensile & Bend (set of 2) 4 $150.00 $600.00
Travel: No. Days No. Miles Unit Rate Cost
Trip Charges 110 $0.00 $0.00
GROUND LEVEL - ESTIMATED INSPECTION COSTS: $52,510.00
KRAZAN and Associates, Inc. 2 DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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KRAZAN & ASSOCIATES, INC. COST ESTIMATE
H Street Parking Structure KA Project No. 01626260
1645 Mono Street 5/15/2026
Fresno, CA
SECOND FLOOR
Labor: No. Days No. Units Unit Rate Cost
Reinforcement Inspection 10 4 $140.00 $5,600.00
Concrete Inspection - Vertical 5 8 $140.00 $5,600.00
Concrete Inspection - Misc, Walls, Pour Strips 5 8 $140.00 $5,600.00 PT Tendon Inspection -Primary 6 8 $165.00 $7,920.00
PT Concrete Inspection - Primary 3 8 $165.00 $3,960.00
PT Concrete Inspection 3 8 $140.00 $3,360.00
PT Tendon Stressing - Primary 3 8 $165.00 $3,960.00
Post Tension - Primary OT 5 2 $245.00 $2,450.00
PT Tendon Stressing 3 16 $140.00 $6,720.00
Overtime Special Inspection 10 2 $210.00 $4,200.00
Masonry Inspection 15 2 $140.00 $4,200.00
Shop Welding Inspection (Local) 2 8 $100.00 $1,600.00
Shop Welding Inspection (South CA) 2 8 $125.00 $2,000.00 Field Welding & Bolting Inspection 2 8 $140.00 $2,240.00 Sample Pickup 10 2 $75.00 $1,500.00
Rebar Material ID, Sample, Tag (local) 2 2 $75.00 $300.00 Rebar Material ID, Sample, Tag (South CA) 2 8 $100.00 $1,600.00 PT Tendon Material ID/Sampling (South CA) 10 8 $100.00 $8,000.00 Laboratory: No. Units No. Units Unit Rate Cost
Concrete Compressive Strength (Set of 5) 10 $150.00 $1,500.00 Concrete Compressive Strength (Set of 8) 15 $240.00 $3,600.00 Masonry Mortar Comp. Strength (Set of 5) 0 $150.00 $0.00 Masonry Grout Comp. Strength (Set of 4) 4 $150.00 $600.00 Masonry Prism Comp. Strength (Set of 3) 1 $220.00 $220.00 Rebar Tensile & Bend (set of 2) 2 $150.00 $300.00
PT Tendon Tensile & Elongation (Set of 2) 30 $400.00 $12,000.00 Travel: No. Days No. Miles Unit Rate Cost
Trip Charges 86 $0.00 $0.00
SECOND FLOOR - ESTIMATED INSPECTION COSTS: $89,030.00
KRAZAN and Associates, Inc. 3 DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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KRAZAN & ASSOCIATES, INC. COST ESTIMATE
H Street Parking Structure KA Project No. 01626260
1645 Mono Street 5/15/2026
Fresno, CA
THIRD FLOOR
Labor: No. Days No. Units Unit Rate Cost
Reinforcement Inspection 8 2 $140.00 $2,240.00
Concrete Inspection - vertical 8 8 $140.00 $8,960.00
Concrete Inspection - Misc, Walls, Pour Strips 8 8 $140.00 $8,960.00 PT Tendon Inspection -Primary 6 8 $165.00 $7,920.00
PT Concrete Inspection - Primary 3 8 $165.00 $3,960.00
PT Concrete Inspection 3 8 $140.00 $3,360.00
PT Tendon Stressing - Primary 3 8 $165.00 $3,960.00
Post Tension - Primary OT 5 2 $245.00 $2,450.00
PT Tendon Stressing 3 16 $140.00 $6,720.00
Overtime Special Inspection 10 2 $210.00 $4,200.00
Masonry Inspection 15 2 $140.00 $4,200.00
Shop Welding Inspection (Local) 2 8 $100.00 $1,600.00
Shop Welding Inspection (South CA) 2 8 $125.00 $2,000.00 Field Welding & Bolting Inspection 2 8 $140.00 $2,240.00 Sample Pickup 10 2 $75.00 $1,500.00
Rebar Material ID, Sample, Tag (local) 2 2 $75.00 $300.00 Rebar Material ID, Sample, Tag (South CA) 2 8 $100.00 $1,600.00 Laboratory: No. Units No. Units Unit Rate Cost
Concrete Compressive Strength (Set of 5) 10 $150.00 $1,500.00 Concrete Compressive Strength (Set of 8) 15 $240.00 $3,600.00 Masonry Mortar Comp. Strength (Set of 5) 0 $150.00 $0.00 Masonry Grout Comp. Strength (Set of 4) 4 $150.00 $600.00 Masonry Prism Comp. Strength (Set of 3) 1 $220.00 $220.00 Rebar Tensile & Bend (set of 2) 2 $150.00 $300.00
Travel: No. Days No. Miles Unit Rate Cost
Trip Charges 88 $0.00 $0.00
THIRD FLOOR - ESTIMATED INSPECTION COSTS: $72,390.00
KRAZAN and Associates, Inc. 4 DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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KRAZAN & ASSOCIATES, INC. COST ESTIMATE
H Street Parking Structure KA Project No. 01626260
1645 Mono Street 5/15/2026
Fresno, CA
FOURTH FLOOR
Labor: No. Days No. Units Unit Rate Cost
Reinforcement Inspection 8 2 $140.00 $2,240.00
Concrete Inspection - Vertical 8 8 $140.00 $8,960.00
Concrete Inspection - Misc, Walls, Pour Strips 8 8 $140.00 $8,960.00 PT Tendon Inspection -Primary 6 8 $165.00 $7,920.00
PT Concrete Inspection - Primary 3 8 $165.00 $3,960.00
PT Concrete Inspection 3 8 $140.00 $3,360.00
PT Tendon Stressing - Primary 3 8 $165.00 $3,960.00
Post Tension - Primary OT 5 2 $245.00 $2,450.00
PT Tendon Stressing 3 16 $140.00 $6,720.00
Overtime Special Inspection 10 2 $210.00 $4,200.00
Masonry Inspection 15 2 $140.00 $4,200.00
Shop Welding Inspection (Local) 2 8 $100.00 $1,600.00
Shop Welding Inspection (South CA) 2 8 $125.00 $2,000.00 Field Welding & Bolting Inspection 2 8 $140.00 $2,240.00 Sample Pickup 10 2 $75.00 $1,500.00
Rebar Material ID, Sample, Tag (local) 2 2 $75.00 $300.00 Rebar Material ID, Sample, Tag (South CA) 2 8 $100.00 $1,600.00 Laboratory: No. Units No. Units Unit Rate Cost
Concrete Compressive Strength (Set of 5) 10 $150.00 $1,500.00 Concrete Compressive Strength (Set of 8) 15 $240.00 $3,600.00 Masonry Mortar Comp. Strength (Set of 5) 0 $150.00 $0.00 Masonry Grout Comp. Strength (Set of 4) 4 $150.00 $600.00 Masonry Prism Comp. Strength (Set of 3) 1 $220.00 $220.00 Rebar Tensile & Bend (set of 2) 2 $150.00 $300.00
Travel: No. Days No. Miles Unit Rate Cost
Trip Charges 88 $0.00 $0.00
FOURTH FLOOR - ESTIMATED INSPECTION COSTS: $72,390.00
KRAZAN and Associates, Inc. 5 DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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KRAZAN & ASSOCIATES, INC. COST ESTIMATE
H Street Parking Structure KA Project No. 01626260
1645 Mono Street 5/15/2026
Fresno, CA
FIFTH FLOOR
Labor: No. Days No. Units Unit Rate Cost
Reinforcement Inspection 8 2 $140.00 $2,240.00
Concrete Inspection - Vertical 8 8 $140.00 $8,960.00
Concrete Inspection - Misc, Walls, Pour Strips 8 8 $140.00 $8,960.00 PT Tendon Inspection -Primary 6 8 $165.00 $7,920.00
PT Concrete Inspection - Primary 3 8 $165.00 $3,960.00
PT Concrete Inspection 3 8 $140.00 $3,360.00
PT Tendon Stressing - Primary 3 8 $165.00 $3,960.00
Post Tension - Primary OT 5 2 $245.00 $2,450.00
PT Tendon Stressing 3 16 $140.00 $6,720.00
Overtime Special Inspection 10 2 $210.00 $4,200.00
Masonry Inspection 15 2 $140.00 $4,200.00
Shop Welding Inspection (Local) 2 8 $100.00 $1,600.00
Shop Welding Inspection (South CA) 2 8 $125.00 $2,000.00 Field Welding & Bolting Inspection 2 8 $140.00 $2,240.00 Sample Pickup 10 2 $75.00 $1,500.00
Rebar Material ID, Sample, Tag (local) 2 2 $75.00 $300.00 Rebar Material ID, Sample, Tag (South CA) 2 8 $100.00 $1,600.00 Laboratory: No. Units No. Units Unit Rate Cost
Concrete Compressive Strength (Set of 5) 10 $150.00 $1,500.00 Concrete Compressive Strength (Set of 8) 15 $240.00 $3,600.00 Masonry Mortar Comp. Strength (Set of 5) 0 $150.00 $0.00 Masonry Grout Comp. Strength (Set of 4) 4 $150.00 $600.00 Masonry Prism Comp. Strength (Set of 3) 1 $220.00 $220.00 Rebar Tensile & Bend (set of 2) 2 $150.00 $300.00
Travel: No. Days No. Miles Unit Rate Cost
Trip Charges 88 $0.00 $0.00
FIFTH FLOOR - ESTIMATED INSPECTION COSTS: $72,390.00
KRAZAN and Associates, Inc. 6 DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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KRAZAN & ASSOCIATES, INC. COST ESTIMATE
H Street Parking Structure KA Project No. 01626260
1645 Mono Street 5/15/2026
Fresno, CA
SIXTH FLOOR
Labor: No. Days No. Units Unit Rate Cost
Reinforcement Inspection 8 2 $140.00 $2,240.00
Concrete Inspection - Vertical 8 8 $140.00 $8,960.00
Concrete Inspection - Misc, Walls, Pour Strips 8 8 $140.00 $8,960.00 PT Tendon Inspection -Primary 6 8 $165.00 $7,920.00
PT Concrete Inspection - Primary 3 8 $165.00 $3,960.00
PT Concrete Inspection 3 8 $140.00 $3,360.00
PT Tendon Stressing - Primary 3 8 $165.00 $3,960.00
Post Tension - Primary OT 5 2 $245.00 $2,450.00
PT Tendon Stressing 3 16 $140.00 $6,720.00
Overtime Special Inspection 10 2 $210.00 $4,200.00
Masonry Inspection 15 2 $140.00 $4,200.00
Shop Welding Inspection (Local) 2 8 $100.00 $1,600.00
Shop Welding Inspection (South CA) 2 8 $125.00 $2,000.00 Field Welding & Bolting Inspection 2 8 $140.00 $2,240.00 Sample Pickup 10 2 $75.00 $1,500.00
Rebar Material ID, Sample, Tag (local) 2 2 $75.00 $300.00 Rebar Material ID, Sample, Tag (South CA) 2 8 $100.00 $1,600.00 Laboratory: No. Units No. Units Unit Rate Cost
Concrete Compressive Strength (Set of 5) 10 $150.00 $1,500.00 Concrete Compressive Strength (Set of 8) 15 $240.00 $3,600.00 Masonry Mortar Comp. Strength (Set of 5) 0 $150.00 $0.00 Masonry Grout Comp. Strength (Set of 4) 4 $150.00 $600.00 Masonry Prism Comp. Strength (Set of 3) 1 $220.00 $220.00 Rebar Tensile & Bend (set of 2) 2 $150.00 $300.00
Travel: No. Days No. Miles Unit Rate Cost
Trip Charges 88 $0.00 $0.00
SIXTH FLOOR - ESTIMATED INSPECTION COSTS: $72,390.00
KRAZAN and Associates, Inc. 7 DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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KRAZAN & ASSOCIATES, INC. COST ESTIMATE
H Street Parking Structure KA Project No. 01626260
1645 Mono Street 5/15/2026
Fresno, CA
SEVENTH FLOOR / ROOF
Labor: No. Days No. Units Unit Rate Cost
Reinforcement Inspection 5 2 $140.00 $1,400.00
Concrete Inspection - Misc, Walls, Pour Strips 5 8 $140.00 $5,600.00 PT Tendon Inspection -Primary 6 8 $165.00 $7,920.00
PT Concrete Inspection - Primary 3 8 $165.00 $3,960.00
PT Concrete Inspection 3 8 $140.00 $3,360.00
PT Tendon Stressing - Primary 3 8 $165.00 $3,960.00
Post Tension - Primary OT 5 2 $245.00 $2,450.00
PT Tendon Stressing 3 16 $140.00 $6,720.00
Overtime Special Inspection 5 4 $210.00 $4,200.00
Masonry Inspection 10 2 $140.00 $2,800.00
Shop Welding Inspection (Local) 2 8 $100.00 $1,600.00
Shop Welding Inspection (South CA) 2 8 $125.00 $2,000.00 Field Welding & Bolting Inspection 4 8 $140.00 $4,480.00 Sample Pickup 5 2 $75.00 $750.00
Rebar Material ID, Sample, Tag (local) 2 2 $75.00 $300.00 Rebar Material ID, Sample, Tag (South CA) 2 8 $100.00 $1,600.00 Laboratory: No. Units No. Units Unit Rate Cost
Concrete Compressive Strength (Set of 5) 10 $150.00 $1,500.00 Concrete Compressive Strength (Set of 8) 15 $240.00 $3,600.00 Masonry Mortar Comp. Strength (Set of 5) 0 $150.00 $0.00 Masonry Grout Comp. Strength (Set of 4) 4 $150.00 $600.00 Masonry Prism Comp. Strength (Set of 3) 1 $220.00 $220.00 Rebar Tensile & Bend (set of 2) 2 $150.00 $300.00
Travel: No. Days No. Miles Unit Rate Cost
Trip Charges 61 $0.00 $0.00
SEVENTH FLOOR / ROOF - ESTIMATED INSPECTION COSTS: $59,320.00 KRAZAN and Associates, Inc. 8 DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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KRAZAN & ASSOCIATES, INC. COST ESTIMATE
H Street Parking Structure KA Project No. 01626260
1645 Mono Street 5/15/2026
Fresno, CA
Labor: No. Days No. Units Unit Rate Cost
Administrative 50 4 $75.00 $15,000.00
Primary Inspector Onsite Meetings/Misc 50 1 $140.00 $7,000.00 Project Manager 65 3 $150.00 $29,250.00
Engineering Review 25 1 $250.00 $6,250.00
Review of Geotechnical Report 1 1 $250.00 $250.00
ADMINSTRATIVE/ENGINEERING REVIEW/MISCELLANEOUS $57,750.00 EARTHWORK - ESTIMATED INSPECTION COSTS: $75,660.00
GROUND LEVEL - ESTIMATED INSPECTION COSTS: $52,510.00
SECOND FLOOR - ESTIMATED INSPECTION COSTS: $89,030.00
THIRD FLOOR - ESTIMATED INSPECTION COSTS: $72,390.00
FOURTH FLOOR - ESTIMATED INSPECTION COSTS: $72,390.00 FIFTH FLOOR - ESTIMATED INSPECTION COSTS: $72,390.00
SIXTH FLOOR - ESTIMATED INSPECTION COSTS: $72,390.00
SEVENTH FLOOR / ROOF - ESTIMATED INSPECTION COSTS: $59,320.00 ADMINSTRATIVE/ENGINEERING REVIEW $57,750.00
TOTAL ESTIMATED INSPECTION COSTS:
*All Field Services will be subject to a 2-hour minimum charge per day and 2 -hour increments thereafter.
Overtime and Double-time will be billed in 1-hour increments. If multiple inspections are performed in a single workday, the actual time spent on each inspection will be invoiced accordingly. Material ID, Sampling, and Shop Welding rates are based upon local fabrication, unless noted otherwise. This estimate is not a Lump Sum.
Charges will be billed on a Time & Materials basis in accordance with the rates provided herein. $623,830.00
ADMINSTRATIVE/ENGINEERING REVIEW/MISCELLANEOUS
KRAZAN and Associates, Inc. 9 DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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5/15/2026
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. We have budgeted that the Post Tension Tendon/Cable Supplier will be located in the Southern California/Los Angeles area. If requested, we can perform Material ID and sampling of PT cables. We have budgeted for ten visits to the PT Cable Manufacturer and testing of up to thirty sets of two tendons.
All concrete samples will be cast in 4-inch diameter x 8-inch high molds unless otherwise agreed. 6-inch diameter x 12- inch high molds, if requested, will be charged at $45/cylinder.
We anticipate staffing the project with one Primary/Lead Inspector supplemented by additional Inspectors as needed.
We are assuming that the PT Stressing crew will run a minimum of 2 rams, up to a maximum of 4 rams. For budgeting purposes, we have assumed three rams for each stressing operation.
Services initiated between the hours of 7:00 a.m. and 3:30 p.m. for Regular, non-PW projects, and between 4:00 AM and 2:00 PM for Prevailing Wage projects, will be performed at the standard rates presented in the PROPOSAL and Fee Schedule. Services initiated outside of these hours will be billed at the appropriate rate plus a premium of 12.5 percent. Services rendered in excess of 8 hours (up to 12 hours) on any week day and on Saturdays will be billed at time and a half the hourly rate. Services rendered in excess of 12 hours on any weekday, on Holidays, on Sundays, or in excess of 8 hours on Saturdays or will be charged at double the hourly rate.
KA Project No 01626300
FEE STRUCTURE
We will perform the services listed above on a time and material basis in accordance with our 2026 standard rate schedule. A detailed breakdown of this cost estimate is attached as Attachment A. Costs for construction testing and inspection services are highly dependent on contractors schedule; weather, overlapping of work, additional inspections required by the building official and other factors. Krazan & Associates does not control the work or production rate. Actual costs will vary due to the frequency of scheduling by others. Therefore the quantities listed in our cost estimate should be considered approximate. The estimate provided herein does not imply a lump sum fee, not-to-exceed fee or a guaranteed maximum price . Consistent with good engineering practice, we will work with the contractor to keep inspection costs at a minimum. If provided with a construction schedule this cost estimate can be further refined and quantified.
COORDINATION/ASSUMPTIONS
Additional services requested outside of our stated scope of work will be billed in excess of the estimated amount at our current rates. A price list for these services will be provided upon request.
Services will be performed on a “time and materials” basis. Any total estimates provided are merely estimates and are not a guaranteed maximum price. A two (2) hour minimum charge applies to all inspection services, per inspector. All inspections performed will be billed on a portal to portal basis unless specifically noted otherwise.
Inspections which are cancelled with less than twenty-four (24) hours’ notice, or after an inspector has been dispatched to the project site, may be charged the minimum fee associated with the type of inspection or testing requested.
Additional samples for contractor convenience testing and/or field cure samples are not included in this estimate. (Early break for Post Tension Stressing are accounted for in this estimate) Contractor will provide curing facilities in accordance with ASTM requirements for initial curing (the first 24 hours after specimens are cast) and protection of concrete test specimens on site.
The stated labor rates Do reflect the current General Prevailing Wage Determination made by the State of California Director of Industrial Relations Pursuant to California Labor Code Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1. Determination : NC-63-3-9-2024-1, dated June 25, 2025. The rates presented herein are valid through December 31, 2027.
City of Fresno H Street Parking Structure
We have provided pricing for Rebar Supplier and Steel Fabrication Shop located within 50 miles of Krazan's Clovis office. we have also provided pricing for Rebar Supplier and Steel Fabrication Shop located in Southern Ca (LA Area).
Additional Charges may apply to services requested outside of this range.
KRAZAN and Associates, Inc.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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SCHEDULE OF FEES
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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2026-2027 Northern California
Prevailing Wage Fee Schedule
2026-2027 (Prevailing Wage) Fee Schedule - Northern California Region Corporate Principals
Dean Alexander, REA, RCE, RGE
CEO, Principal Engineer
Dave Jarosz, RCE, RGE
President, Engineering Services
Kip Williamson
Managing Partner
2026-2027 Northern California Regional PW Fee Schedule.doc Northern California Region
Locality
Alamdea, Alpine, Amador, BuƩ e, Calaveras, Colusa, Contra Costa, Del Norte, El Dorado, Fresno, Glenn, Humboldt, Kings, Lake, Lassen, Madera, Marin, Mariposa, Mendocino, Merced, Modoc, Monterey, Napa, Nevada, Placer, Plumas, Sacramento, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Shasta, Sierra, Siskiyou, Solano, Sonoma, Stanislaus, SuƩ er, Tehama, Trinity, Tulare, Tuolumne, Yolo and Yuba CounƟ es Rates Eff ecƟ ve
July 1, 2026 though June 30, 2027
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
+ 0.&$**1"(+,"
2026-2027 Northern California
Prevailing Wage Fee Schedule
2026-2027 NORTHERN CALIFORNIA
PREVAILING WAGE FEE SCHEDULE FOR PROFESSIONAL & TECHNICAL SERVICES Professional
Principal Engineer ..................................................................................................................... $368.00 hour Registered Senior Engineer ...................................................................................................... $263.00 hour Professional Geologist............................................................................................................... $263.00 hour CerƟ fi ed Asbestos Inspector/Manager ..................................................................................... $236.00 hour Project Engineer/Manager ....................................................................................................... $168.00 hour Project Geologist ...................................................................................................................... $168.00 hour Environmental Specialist........................................................................................................... $168.00 hour Staff Professional (engineer/geologist) .................................................................................... $168.00 hour Expert Witness TesƟ mony
ConsultaƟ on, PreparaƟ on for Court, Expert Witness – Principal Engineer ..................................... By Quote ConsultaƟ on, PreparaƟ on for Court, Expert Witness – Registered Senior Engineer ....................... By Quote Stand-By at Offi ce (WaiƟ ng to be called to Court)........................................................................... By Quote Technicians/Technical Staff
ConstrucƟ on Inspector and Field Soils and Materials Tester Group 1 .................................................................................................................................... $170.00 hour Group 2 ................................................................................................................................... $150.00 hour Group 3 ................................................................................................................................... $140.00 hour Group 4 ................................................................................................................................... $135.00 hour Group 1
ANST Level II-III
DSA Masonry
DSA Shotcrete
Lead Inspector
NICET Level IV
NDT Level Two
Group 2
AWS-CWI Welding Inspector
ICC CerƟ fi ed Structural Inspector
NICET Level III
Shear Wall and Floor Systems
Building/Constructon Inspector
Group 3
Geotechnical Driller
Soils/Asphalt
Earthwork Grading
ExcavaƟ on and Backfi ll
NICET Level II
Group 4
ACI
Drillers Helper
ICC Fireproofi ng
NICET Level I
Proofl oad TesƟ ng
Torgue TesƟ ng
NACE
NDT Level I
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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2026-2027 Northern California
Prevailing Wage Fee Schedule
Off -site Technician / Inspector ................................................................................................. $108.00 hour DraŌ sman (AutoCAD) .............................................................................................................. $138.00 hour Mileage (Portal to Portal from nearest Krazan Offi ce) ...................................................................$1.00 mile AdministraƟ ve
AdministraƟ ve Support .............................................................................................................. $63.00 hour Word Processing/ReproducƟ on.................................................................................................. $63.00 hour Geotechnical Exploratory Drilling and Sampling
Drilling (conƟ nuous fl ight, hollow stem auger, w/2 operators) CME 45 Drill Rig (truck mounted).... ........................................................................................... ......By Quote CME 55 Drill Rig (truck mounted) ....................................................................................................By Quote Mobile B-80 Drill Rig (truck mounted) ....................................................................................... ......By Quote Mileage (support vehicles) .............................................................................................................$0.85 mile Mileage (drill rig) ............................................................................................................................$1.15 mile DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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2026-2027 Northern California
Prevailing Wage Fee Schedule
Aggregates and Soils
Laboratory Tests
AbsorpƟ on, ASTM C 127, 128 .................................................................................................. $168.00 each Abrasion (L.A. RaƩ ler 100 & 500 cycles), ASTM C 131.............................................................. $386.00 each AƩ erberg Limits, ASTM D 4318 ................................................................................................ $2 78.00 each California Bearing RaƟ o (CBR), ASTM D 1883 ................................................................................. By Quote Clay Lumps and Friable ParƟ cles, ASTM C 142......................................................................... $278.00 each Cleanness Value, CAL. 227 ....................................................................................................... $221.00 each ConsolidaƟ on Test ASTM D 2435.............................................................................................. $357.00 each Crushed ParƟ cles, Calif. 205 ..................................................................................................... $168.00 each Direct Shear Test, ASTM D 3080, Unconsolidated, Undrained, 3 point ................................... $457.00 each Durability Index, CAL 229.......................................................................................................... $221.00 each Expansion Index, UBC-29-2 ...................................................................................................... $278.00 each Flat or Elongated ParƟ cles, CRD C 119...................................................................................... $168.00 each Hydrometer Analysis, ASTM D 422........................................................................................... $441.00 each Material Finer than No. 200 Sieve, ASTM C 117....................................................................... $139.00 each Moisture Content ....................................................................................................................... $34.00 each Moisture Content and Dry density (Liner Sample) ..................................................................... $58.00 each Moisture-Density RelaƟ ons of Soils, ASTM D 698, D 1557, Cal 216 ......................................... $278.00 each Organic ImpuriƟ es, ASTM C 40 ................................................................................................ $310.00 each Percent Flat or Elongated ParƟ cles, CRD C 119......................................................................... $168.00 each Percent Crushed ParƟ cles, Calif. 205 ........................................................................................ $168.00 each Permeability, Constant Falling Head, ASTM 2434..................................................................... $525.00 each Permeability, Failing Head/Flexible Wall, (ASTM D5084), 1.4”-4” ........................................... $551.00 each Permeability, Failing Head/Flexible Wall, (ASTM D5084), 6” ................................................... $551.00 each Permeability Sample Remold ................................................................................................... $158.00 each Plate Bearing Test, ASTM D 1195, D 1196........................................................................................ By Quote PotenƟ al ReacƟ vity (Chemical Method 3 DeterminaƟ ons), ASTM C 289......................................... By Quote PotenƟ al ReacƟ vity (Mortar Bar Method, ASTM C 227 ................................................................... By Quote Sand Equivalent (Average of 3), CAL. 217 ................................................................................ $139.00 each Sieve Analysis - Processed (Each Size), ASTM C 136................................................................. $194.00 each Sieve Analysis Fine (including wash), ASTM C 137, C 177......................................................... $194.00 each Specifi c Gravity, Coarse, ASTM C 127 ....................................................................................... $236.00 each Specifi c Gravity, Fine, ASTM C 128 ........................................................................................... $278.00 each SoŌ ParƟ cles, ASTM C 235 ............................................................................................................. .By Quote Soluble Chloride Content ....................................................................................................... $194.00 each Soluble Sulfate Content .......................................................................................................... $194.00 each Soundness - Sodium or Magnesium (5 cycles), ASTM C 88.................................................... $1103.00 each "R" (Resistance) Value, CAL. 301, ASTM D 2844 ...................................................................... $394.00 each "R" (Resistance) Value, Lime Treated or Requiring Recombining ............................................ $499.00 each Triaxial Compression Test, ASTM D 2850
Unconsolidated, Undrained ......................................................................................... $525.00 e ach Consolidated, Undrained ............................................................................................. $788.00 each Consolidated, Undrained with Pore Pressure ............................................................ $1050.00 each Unconfi ned Compression Test, ASTM D 2166 .......................................................................... $263.00 each Unit Weight Per Cubic Foot, ASTM C 29 ..................................................................................... $63.00 each DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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2026-2027 Northern California
Prevailing Wage Fee Schedule
Concrete, Shotcrete and
Gunite
Cylinder, Beams & Cores
Compression Test, 6" x 12" Cylinders, Including Hold, ASTM C 39 (set of 4)............................... $158.00 set Compression Test, 4" x 8" Cylinders, Including Hold, ASTM C 39 (set of 5)................................. $142.00 set Compression Test, Cores, ASTM C 42 (Does Not Include Special Prep. Ɵ me) ............................ $58.00 each Core Cuƫ ng (In Laboratory)....................................................................................................... $58 .00 each Flexure Test, 6" x 6" Beams, ASTM C 78 ................................................................................... $168.00 each Spliƫ ng Tensile, 6" x 12" Cylinders, ASTM C 496 ............................................................................ By Quote Modulus of ElasƟ city Test - StaƟ c, ASTM C 469 ............................................................................... By Quote Unit Weight DeterminaƟ on ........................................................................................................ $58.00 each Shrinkage
Length Change (3 Beams, 4 Readings, Up to 90 Days), ASTM C 157 Modifi ed ............................... By Quote Addi Ɵ onal Reading...........................................................................................................…..By Q uote Storage Over 90 days, Per set of 3 Beams................................................................................$26.00 month Mix Design
Aggregate Tests for Concrete Mix Designs Only:
Sieve Analysis, Speci fi c Gravity, No. 200 Wash, Organic ImpuriƟ es, and Weight Per Cubic Foot (Per Aggregate Size).................................................................. $551.00 each Mix Design (CalculaƟ on Only) .................................................................................................. $551.00 each Review of Mix Design Prepared by Others................................................................................ $331.00 each Trial Batch, ASTM C192 ................................................................................................................... By Quote Coring
Technician and Equipment ....................................................................................................... $221.00 hour Bit Charge.................................................................................................................................... $16.00 inch Nozzleman Qualifi caƟ on
CerƟ fi caƟ on of Shotcrete/Gunite Nozzleman in accordance with ACI 506, administer knowledge test, observe test panel producƟ on, coring of test panel.
Laboratory tesƟ ng of cores................................................................................................ Quote on Request DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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2026-2027 Northern California
Prevailing Wage Fee Schedule
Masonry Materials
Brick ASTM C 67
Modulus of Rupture (Flexure)......................................................................................................... By Quote Compressive Strength.............................................................................................................. $221.00 each AbsorpƟ on - 5 Hour or 24 Hour ...................................................................................................... By Quote IniƟ al Rate of AbsorpƟ on ................................................................................................................ By Quote Effl orescence ................................................................................................................... ................ By Quote Dimensions, Overall, Coring, Shell and Web Thickness ..............................................................$56.00 brick Coeffi cient of FricƟ on (Slip Test) ..................................................................................................... By Quote Cores, Compression.................................................................................................................. $110.00 each Cores, Shear, 6" and 8" Diameter, 2 Faces....................................................................................... By Quote Concrete Block ASTM C 140
Moisture Content as Received.................................................................................................. $110.00 each AbsorpƟ on ........................................................................................................................... ..... $110.00 each Compression ............................................................................................................................ $110.00 each Tension ............................................................................................................................................ By Quote Shrinkage, Modifi ed BriƟ sh, ASTM C 426 ........................................................................................ By Quote Compression, 3”- 6” diameter Cores.......................................................................................... $56.00 each Masonry Prisms ASTM E 447
Compression Test, Grouted Prisms .......................................................................................... $168.00 each Cuƫ ng Prisms ................................................................................................................... .............. By Quote Mortar & Grout
Compression, 2" x 4" Mortar Cylinder (ASTM C39).................................................................... $44.00 each Compression, 3" x 6" Grout Prisms (ASTM C1019)................................................................... $110.00 each Compression Test, 2" Cubes, (ASTM C 109)................................................................................ $56.00 each Unreinforced Masonry Building Tests
In-Place Shear (Push) Tests.............................................................................................................. By Quote Wall Anchors.................................................................................................................................... By Quote DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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2026-2027 Northern California
Prevailing Wage Fee Schedule
Reinforcing and Structural Steel
Reinforcing Steel ASTM A 615
Tensile & Bend Test, No. 11 Bar or Smaller .............................................................................. $139.00 each Tensile & Bend Test, No. 12 Bar or Larger ....................................................................................... By Quote Receive and Distribute Mill CerƟ fi cates ..................................................................................... $28.00 each Prestress and Post-tension Tendons (7-Wire Strands) (AƩ achments To Be Furnished by Client) Prestress (AƩ achments To Be Furnished by Client)
Tensile Test and ElongaƟ on In 24" for Prestress Strand, ASTM A 416 ............................................. By Quote Tensile Test and ElongaƟ on In 10" for Prestressing Wire, ASTM A 421 ........................................... By Quote Modulus of ElasƟ city (Prestressing Wire) ........................................................................................ By Quote Welded Specimens
Tensile Test, Welded, No. 8 Bar or Smaller....................................................................................... By Quote Tensile Test, Welded, No. 11 ........................................................................................................... By Quote Tensile Test, Welded, No. 14 and 18 Bar .......................................................................................... By Quote Tensile Test, Mechanically Spliced Bar ............................................................................................ By Quote Nick Break, Welded Re-Bar............................................................................................................... By Quote Welder Qualifi caƟ ons/Welding Procedure Specifi caƟ ons
Prepare Welding Procedure Specifi caƟ on (WPS) in accordance with AWS D1.1 ............................ By Quote Prepare Procedure Qualifi caƟ on Record (PQR) in accordance with ASME ..................................... By Quote Observe Welder perform Qualifi caƟ on Test single qualifi caƟ on test (at Krazan facility) ................ By Quote Observe Welder perform Qualifi caƟ on Test single qualifi caƟ on test (at job site)........................... By Quote Test Plates/Pipe
3/8” Carbon steel plate ................................................................................................................... By Quote 1” Carbon steel plate ....................................................................................................................... By Quote 2” diameter Schedule 160 pipe....................................................................................................... By Quote Machining of test specimen............................................................................................................. By Quote Bend Test (set of 2) ..................................................................................................................... $168.00 set Macroetch ....................................................................................................................................... By Quote X-ray examinaƟ on ........................................................................................................................... . By Quote Prepare Welder Qualifi caƟ on Report/CerƟ fi caƟ on ................................................................. $221.00 each DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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2026-2027 Northern California
Prevailing Wage Fee Schedule
Asphalt Concrete
Asphalt Concrete Mix Design (Hveem or Marshall) ........................................................................ By Quote Asphalt Content Of Bituminous Mixtures By Solvent ExtracƟ on, ASTM D 2172 (Method B) or CAL 310 (Excluding Ash Correc Ɵ on) .......................... By Quote Asphalt Content Of Bituminous Mixtures By The IgniƟ on, CAL 382 ........................................ $331.00 each CorrecƟ on Factor DeterminaƟ on for Asphalt Content, CAL 382 .............................................. $719.00 each Aggregate GradaƟ on on Extracted Sample (Including Wash) .................................................. $278.00 each Swell, Stability and Moisture Vapor SuscepƟ bility Tests California Test Methods
Lab Trial Batch/ Sample PreparaƟ on (per point) ................................................................. $110.00 each Lab CompacƟ on of Test Specimen Pre-Mixed, CAL 304 ...................................................... $331.00 each Lab CompacƟ on of Test Specimen, Lab-Mixed, CAL 304 ......................................................$441.00 each Hveem Stability CAL 304 and CAL 366 ................................................................................. $441.00 each Specifi ed Gravity (Lab Compacted) CAL 308.......................................................................... $53.00 each Marshall Method
Lab Trial Batch/ Sample PreparaƟ on (per point) ................................................................. $110.00 each Lab CompacƟ on of Test Specimen, Pre-Mixed, ASTM D 1559 ............................................. $331.00 each Lab CompacƟ on of Test Specimen, Lab-Mixed, ASTM D 1559 ............................................. $441.00 each Stability and Flow (including lab compacƟ on of sample)..................................................... $431.00 each Specifi ed Gravity (Lab Compacted)........................................................................................ $53.00 each Maximum TheoreƟ cal Unit Weight (Rice Gravity) ASTM 204 .................................................. $278.00 each Asphalt Concrete Core Density .................................................................................................. $53.00 each Stability Tests
Hveem, Pre-Mixed, CAL. 304 ................................................................................................... $357.00 each Hveem, Lab-Mixed, CAL. 304.................................................................................................... $441.00 each Marshall, Pre-Mixed, ASTM D 1559.......................................................................................... $357.00 each Marshall, Lab-Mixed, ASTM D 1559 ......................................................................................... $441.00 each Maximum Density
Hveem, Pre-Mixed, CAL. 304 ................................................................................................... $357.00 each Hveem, Lab-Mixed, CAL. 304.................................................................................................... $441.00 each Marshall, Pre-Mixed, ASTM D 1559.......................................................................................... $357.00 each Marshall, Lab-Mixed, ASTM D 1559 ......................................................................................... $441.00 each DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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2026-2027 Northern California
Prevailing Wage Fee Schedule
Miscellaneous
Materials Tests and Equipment Charges
Gypsum Roof Fill ASTM C 495
Compression Test ....................................................................................................................... $28.00 each Density........................................................................................................................................ $58.00 each Fireproofi ng Tests
Thickness, Field Sampling by Technician........................................................................ Billed at Field Rates Oven Dry Density................................................................................................................... $61.00 sample Equipment
Air Meter (Concrete) – Pressure....................................................................................................$28.00 day Air Meter (Concrete) – Volumetric ...............................................................................................$50.00 day Calibrated Torque Wrench (max. capacity 200 Ō -lb) ................................................................... $28.00 day Calibrated Torque Wrench (capacity exceeding 200 Ō -lb) ........................................................... $58.00 day F-Meter Profiler (floor flatness) ................................................................................................. $278.00 day Nuclear Density Gauge................................................................................................................. $28.00 day Pachometer ............................................................................................................................... $168.00 day Paint Thickness Gauge (electronic)............................................................................................. $168.00 day Proof-load Equipment (tesƟ ng of anchor bolts, no specialized fixtures)................................... .$168.00 day Schmidt Hammer.........................................................................................................................$168.00 day Skidmore-Wilhelm device............................................................................................................$221.00 day Ultrasonic TesƟ ng Equipment (structural steel inspecƟ on) ........................................................$58.00 hour Vehicle Mileage..............................................................................................................................$0.85 mile DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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2026-2027 Northern California
Prevailing Wage Fee Schedule
Terms of Payment
Invoices shall be deemed delinquent if not paid within 30 days of the invoice date and will be subject to a late payment charge of 1.5% per month or the maximum percentage allowed by law, whichever is the lesser, on the unpaid balance from the invoice date, including the undisputed porƟ ons of invoices with disputed charges, unƟ l the same is paid, as liquidated damages for addiƟ onal credit and collecƟ on expenses incurred by Krazan & Associates.
Basis of Charges
Minimum Charges
Field services performed by our technicians are subject to a 4 hour minimum charge for each day of service, with services in excess of 4 hours subject to an 8-hour charge. Services in excess of 8 hours per day are billed in hourly increments. Field and offi ce-based engineering and administraƟ ve services have a one-hour minimum charge and are billed in hourly increments. Expert Witness and DeposiƟ on services are billed on half- and full day (4 and 8 hour) basis and hourly aŌ er 8 hours. Sample pick-up services are subject to a 1 hour minimum charge during regular Hours Monday through Friday and a 2 hour minimum charge for pick-ups on weekends or holidays.
Regular Time Charges
Regular Ɵ me charges are applicable to services iniƟ ated Monday through Friday (excluding holidays) for services iniƟ ated, between 4:00 am and 2:00 pm. Premium charges are applicable on holidays and weekends.
Night ShiŌ Diff erenƟ al
For services iniƟ ated aŌ er 2:00 p.m. or before 4:00 a.m. during any twenty-four (24) hour period commencing at 12:01 a.m. shall be subject to a twenty (20) percent premium above the regular rate.
Time and One-Half Charges
Weekdays services, excluding holidays, extending beyond 8 hours and not exceeding 12 hours of total service that day will be charged at one and one-half Ɵ me (x1.5) the Regular Time rate. Services rendered on Saturdays will be charged at one and one-half Ɵ mes(x1.5) Ɵ mes the Regular Time rate for the fi rst 8 hours.
Double Time Charges
Services rendered on Holidays, Sunday, in excess of 8 hours on Saturday, or in excess of 12 hours on weekdays, will be charged at double the Regular Time rate.
Reimbursable Expenses and Subcontractor Charges
Direct expenses, including but not limited to shipping, overnight or expedited delivery beyond standard postage, photo processing, sublet reproducƟ on, and consumable materials used in fi eld services will be charged to the client at cost plus 20%. Subcontractor, Sub-consultant and equipment rental charges, including but not limited to backhoe rental or backhoe services, subcontracted drilling services, concrete pumping services, and subcontracted specialty laboratory tesƟ ng and inspecƟ on services, will be charged to the client at cost plus 20%.
Travel Time and Mileage Charges
Field services are billed based on Ɵ me charged portal-to-portal from the closest Krazan & Associates’ offi ce providing the required services.
Travel and Subsistence
On remote jobs or projects, travel and subsistence, when not furnished, will be charged to the client at cost plus 20%; the minimum per diem rate for subsistence is $235.00.
Clerical and Engineer Review Charges
All projects will incur clerical preparaƟ on and engineering review charges.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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2026-2027 Northern California
Prevailing Wage Fee Schedule
Supervisor Charges
Supervisor charges are above and beyond hourly and unit rates quoted for tesƟ ng and inspecƟ on services.
CancellaƟ on
All cancellaƟ ons without a 4 hour noƟ ce of cancellaƟ on will be subject to 2 hour minimum charges per day canceled. NoƟ ce of cancellaƟ on must be received by our offi ce during our offi ce hours of 8:00 am to 4:00 pm Monday through Friday (excluding holidays) and cannot be leŌ on the voice mail system.
Cost of Service
Unless expressly stated in a project-specifi c Proposal or Agreement, services are provided on a Ɵ me- and-expense basis, subject to the Basis of Charges presented above. Where provided, Cost EsƟ mates are provided in good faith based on the scope of work and assumpƟ ons outlined in the Proposal. The term “Cost EsƟ mate” does not imply a maximum contract amount, but only the extension value of our unit prices at the Ɵ me of proposal preparaƟ on.
Insurance
Krazan & Associates carries all insurance required by law. A sample cerƟ fi cate of insurance lisƟ ng our insurance coverage limits is available upon request. Higher limits may be available on a project-specifi c basis for an added fee. Standard policies do not include endorsements for addiƟ onal insured or waivers of subrogaƟ on. These endorsements may be available for commercial general liability and automobile liability policies for an added fee on a project-specifi c basis.
Prevailing Wage Rates
The rates presented in this Fee Schedule are applicable for projects where there has been a General Prevailing Wage DeterminaƟ on made by the Director of Industrial RelaƟ ons pursuant to California Labor Code Part 7, Chapter 1, ArƟ cle 2, SecƟ ons 1770, 1773, and 1773.1 for commercial building, highway, heavy construcƟ on and dredging projects.
Cost-of-Living Adjustment
The rates presented in this Fee Schedule are applicable through June 30, 2027. The rates presented in this fee schedule are subject to annual increases, eff ecƟ ve each July 1 during the term of the agreement, with our rates to be increased proporƟ onally based on the proporƟ onal cost increase for labor and/or employer payments determined by the California Department of Industrial RelaƟ ons.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit B
EXHIBIT B
INSURANCE REQUIREMENTS
MINIMUM SCOPE OF INSURANCE
Coverage shall be at least as broad as:
1. The most current version of Insu rance Services Office (ISO) Commercial General Liability Coverage Form CG 00 01, providing liability coverage arising out of your business operations. The Commercial General Liability policy shall be written on an occurrence form and shall provide coverage for “bodily injury,” “property damage” and “personal and advertising injury” with coverage for premises and operations (including the use of owned and non-owned equipment), products and completed operations, and contractual liability (includ ing, without limitation, indemnity obligations under the Agreement) with limits of liability not less than those set forth under “Minimum Limits of Insurance.”
2. The most current version of Commercial Auto Coverage Form CA 00 01, providing liability coverage arising out of the ownership, maintenance or use of automobiles in the course of your business operations. The Automobile Policy shall be written on an occurrence form and shall provi de coverage for all owned, hired, and non- owned automobiles or other licensed vehicles (Code 1- Any Auto).
3. Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance.
4. Professional Liability (Errors and Omissions) insurance appropriate to Consultant’s profession.
MINIMUM LIMITS OF INSURANCE
Consultant, or any party the Consultant subcontracts with, shall maintain limits of liability of not less than those set forth below. Howev er, insurance limits available to City, its officers, officials, employees, agents and vol unteers as additional insureds, shall be the greater of the minimum limits specified herein or the full limit of any insurance proceeds available to the named insured:
1. COMMERCIAL GENERAL LIABILITY:
(i) $1,000,000 per occurrence for bodily injury and property damage; (ii) $1,000,000 per occurrence for personal and advertising injury; (iii) $2,000,000 aggregate for products and completed operations; and, (iv) $2,000,000 general aggregate applying separately to the work performed under the Agreement.
2. COMMERCIAL AUTOMOBILE LIABILITY:
$1,000,000 per accident for bodily injury and property damage.
3. WORKERS’ COMPENSATION INSURANC E as required by the State of California with statutory limits.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit B
4. EMPLOYER’S LIABILITY:
(i) $1,000,000 each accident for bodily injury;
(ii) $1,000,000 disease each employee; and,
(iii) $1,000,000 disease policy limit.
5. PROFESSIONAL LIABILITY (Errors and Omissions):
(i) $1,000,000 per claim/occurrence; and,
(ii) $2,000,000 policy aggregate.
UMBRELLA OR EXCESS INSURANCE
In the event CONSULTANT purchases an Um brella or Excess insurance policy(ies) to meet the “Minimum Limits of Insurance,” this insurance policy(ies) shall “follow form” and afford no less coverage than the primary insurance policy(ies). In addition, such Umbrella or Excess insurance policy(ies) shall also apply on a primary and non-contributory basis for the benefit of the City, its officers, officials, employees, agents and volunteers.
DEDUCTIBLES AND SELF-INSURED RETENTIONS
Consultant shall be responsible for payment of any deductibles contained in any insurance policy(ies) required herein and Consultant shall also be responsible for payment of any self-insured retentions.
OTHER INSURANCE PROVISIONS/ENDORSEMENTS
The General Liability and Automobile Liability insurance policies are to contain, or be endorsed to contain, the following provisions:
1. City, its officers, officials, employees, agents and volunteers are to be covered as additional insureds. Consultant shall establish additional insured status for the City under the General Liability policy for all ongoing and completed operations by use of endorsements providing additional insured status as broad as that contained in ISO Form CG 20 10 11 85 or CG 20 10 04 13.
2. The coverage shall contain no specia l limitations on the scope of protection afforded to City, its officers, officials, emp loyees, agents and volunteers. Any available insurance proceeds in excess of the specified minimum limits and coverage shall be available to the Additional Insured.
3. Consultant’s insurance coverage shall be primary insurance with respect to the City, its officers, officials, employees, agents and volunteers. Any insurance or self- insurance maintained by the City, its officers, officials, employees, agents and volunteers shall be excess of Consultant’s insurance and shall not contribute with it. Consultant shall establish primary and non-contributory status on the General Liability policy by use of ISO Form CG 20 01 04 13, or by an executed endorsement that provides primary and non- contributory status as broad as that contained in ISO Form CG 20 01 04 13.
4. All policies of insurance shall contain, or be endorsed to contain, the following provision: Consultant and its insurer shall waive any right of subrogation against City, its officers, officials, employees, agents and volunteers.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit B
5. All policies of insurance required herein shall be endorsed to provide that the coverage shall not be cancelled, non-renewed, reduced in coverage or in limits except after thirty (30) calendar days written notice by certified mail, return receipt requested, has been given to City. Consultant is also responsible for providing written notice to the City under the same terms and conditions. Upon issuance by the insurer, broker, or agent of a notice of cancellation, non-renewal, or re duction in coverage or in limits, Consultant shall furnish City with a new certificate and applicable endorsements for such policy(ies).
In the event any policy is due to expire during the work to be performed for City, Consultant shall provide a new certificate, and applicable endorsements, evidencing renewal of such policy not less than fifteen (15) calendar days prior to the expiration date of the expiring policy.
6. Should any of the required policies provide that the defense costs are paid within the Limits of Liability, thereby reducing the available limits by any defense costs, then the requirement for the Limits of Liabil ity of these polices will be twice the above stated limits.
7. The fact that insurance is obtained by Consultant shall not be deemed to release or diminish the liability of Consultant, including, without limi tation, liability under the indemnity provisions of this Agreement. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Consultant. Approval or purchase of any insurance contracts or policies shall in no way relieve from liability nor limit the liability of Consultant, its principals, offi cers, agents, employees, persons under the supervision of Consultant, vendors, supplie rs, invitees, consultants, sub-consultants, subcontractors, or anyone employed directly or indirectly by any of them.
CLAIMS-MADE POLICIES
If the Professional Liability (Errors and Omissions) insurance policy is written on a claims- made form:
1. The retroactive date must be shown, and must be before the effective date of the Agreement or the commencement of work by Consultant.
2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years af ter completion of the Agreemen t work or termination of the Agreement, whichever occurs first, or, in the al ternative, the policy shall be endorsed to provide not less than a five (5) year discovery period.
3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the effective date of the Agreement or the commencement of work by Consultant, Consultant must purchase “extended reporting” coverage for a minimum of five (5) years completion of the Agreement work or termination of the Agreement, whichever occurs first.
4. A copy of the claims reporting requ irements must be submitted to City for review.
5. These requirements shall survive expiration or termination of the Agreement.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit B
VERIFICATION OF COVERAGE
Consultant shall furnish City with all certificate(s) and applicable endorsements effecting coverage required hereunder. All certificat es and applicable endorsements are to be received and approved by the City’s Risk Manager or designee prior to City’s execution of the Agreement and before work commences. All non-ISO endorsements amending policy coverage shall be executed by a licensed and authorized agent or broker. Upon request of City, Consultant shall immediately furnish City with a complete copy of any insurance policy required under this Agreement, including all endorsements, with said copy certified by the underwriter to be a true and correct copy of the original policy. This requirement shall survive expiration or termination of this Agreement.
SUBCONTRACTORS
If Consultant subcontracts any or all of the services to be performed under this Agreement, Consultant shall require, at the discretion of the City Risk Manager or designee, subcontractor(s) to enter into a separate side agreement with the City to provide required indemnification and insurance protection. Any required side agreement(s) and associated insurance documents for the subcontractor must be reviewed and preapproved by City Risk Manager or designee. If no side agreement is required, Consultant shall require and veri fy that subcontractors maintain insurance meeting all the requirements stated herein an d Consultant shall ensure that City, its officers, officials, employees, agents, and volunteers are additional insureds. The subcontractors' certificates and endorsements shall be on file with Consultant, and City, prior to commencement of any work by the subcontractor.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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CPD-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit C
EXHIBIT C
DISCLOSURE OF CONFLICT OF INTEREST
H Street Parking Structure
YES* NO
1 Are you currently in litigation wi th the City of Fresno or any of its agents?
܆ ܆
2 Do you represent any firm, organization, or person who is in litigation with t he City of Fresno?
܆ ܆
3 Do you currently represent or perform work for any clients who do business with the City of Fresno? ܆ ܆
4 Are you or any of your principals, managers, or professionals, owners or investors in a business which does business with the
City of Fresno, or in a busine ss which is in litigation with the City of Fresno?
܆ ܈
5 Are you or any of your principals, managers, or professionals, related by blood or marriage to any City of Fresno employee who has any significant role in the subject matter of this service?
܆ ܆
6 Do you or any of your subcontractors have, or expect to have, any interest, direct or indirect, in any other contract in connection with this Project?
܆ ܆
If the answer to any question is yes, please explain in full below.
Explanation:
Signature
Date
Name
Company
Address
City, State, Zip
܆Additional page(s) attached.
DPW-S Eng. CSA, Short Form Total Fee Contingency (12-2025) Exhibit A
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