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HomeMy WebLinkAboutBKF Engineers 2026-05-07COU No. 2526-214 PAGE 1 OF 7 AGREEMENT FOR PROFESSIONAL CONSULTING SERVICES This Agreement, made and entered into this 7th day of May, 20262 (“Effective Date”), by and between CITY OF UKIAH, CALIFORNIA, hereinafter referred to as "City" BKF Engineers, a Corporation organized and in good standing under the laws of the state of California, hereinafter referred to as "Consultant". RECITALS This Agreement is predicated on the following facts: a. City requires consulting services related to preparation of plans, specifications and estimate for the Central Ukiah Circulation Improvement Project. b. Consultant represents that it has the qualifications, skills, experience and properly licensed to provide these services, and is willing to provide them according to the terms of this Agreement. c. City and Consultant agree upon the Scope-of-Work and Work Schedule attached hereto as Attachment "A", describing contract provisions for the project and setting forth the completion dates for the various services to be provided pursuant to this Agreement. TERMS OF AGREEMENT 1.0 DESCRIPTION OF PROJECT 1.1 The Project is described in detail in the attached Scope-of-Work (Attachment "A"). 2.0 SCOPE OF SERVICES 2.1 As set forth in Attachment "A". 2.2. Additional Services. Additional services, if any, shall only proceed upon written agreement between City and Consultant. The written Agreement shall be in the form of an Amendment to this Agreement. 3.0 CONDUCT OF WORK 3.1 Time of Completion. Consultant shall commence performance of services as required by the Scope-of-Work upon receipt of a Notice to Proceed from City and shall complete such services within one hundred and sixty (165) five days from receipt of the Notice to Proceed. Consultant shall complete the work to the City's reasonable satisfaction, even if contract disputes arise or Consultant contends it is entitled to further compensation. 4.0 COMPENSATION FOR SERVICES 4.1 Basis for Compensation. For the performance of the professional services of this Agreement, Consultant shall be compensated on a time and expense basis not to exceed a guaranteed maximum dollar amount of $614,435. Labor charges shall be based upon hourly billing rates for the various classifications of personnel employed by Consultant to perform the Scope of Work as set forth in the attached Attachment A, COU No. 2526-214 PAGE 2 OF 7 which shall include all indirect costs and expenses of every kind or nature, except direct expenses. The direct expenses and the fees to be charged for same shall be as set forth in Attachment A. Consultant shall complete the Scope of Work for the not-to- exceed guaranteed maximum, even if actual time and expenses exceed that amount. 4.2 Changes. Should changes in compensation be required because of changes to the Scope-of-Work of this Agreement, the parties shall agree in writing to any changes in compensation. "Changes to the Scope-of-Work" means different activities than those described in Attachment "A" and not additional time to complete those activities than the parties anticipated on the date they entered this Agreement. 4.3 Sub-contractor Payment. The use of sub-consultants or other services to perform a portion of the work of this Agreement shall be approved by City prior to commencement of work. The cost of sub-consultants shall be included within guaranteed not-to-exceed amount set forth in Section 4.1. 4.4 Terms of Payment. Payment to Consultant for services rendered in accordance with this contract shall be based upon submission of monthly invoices for the work satisfactorily performed prior to the date of the invoice less any amount already paid to Consultant, which amounts shall be due and payable thirty (30) days after receipt by City. The invoices shall provide a description of each item of work performed, the time expended to perform each task, the fees charged for that task, and the direct expenses incurred and billed for. Invoices shall be accompanied by documentation sufficient to enable City to determine progress made and to support the expenses claimed. 5.0 ASSURANCES OF CONSULTANT 5.1 Independent Contractor. Consultant is an independent contractor and is solely responsible for its acts or omissions. Consultant (including its agents, servants, and employees) is not the City's agent, employee, or representative for any purpose. It is the express intention of the parties hereto that Consultant is an independent contractor and not an employee, joint venturer, or partner of City for any purpose whatsoever. City shall have no right to, and shall not control the manner or prescribe the method of accomplishing those services contracted to and performed by Consultant under this Agreement, and the general public and all governmental agencies regulating such activity shall be so informed. Those provisions of this Agreement that reserve ultimate authority in City have been inserted solely to achieve compliance with federal and state laws, rules, regulations, and interpretations thereof. No such provisions and no other provisions of this Agreement shall be interpreted or construed as creating or establishing the relationship of employer and employee between Consultant and City. Consultant shall pay all estimated and actual federal and state income and self- employment taxes that are due the state and federal government and shall furnish and pay worker's compensation insurance, unemployment insurance and any other benefits required by law for himself and his employees, if any. Consultant agrees to indemnify and hold City and its officers, agents and employees harmless from and against any claims or demands by federal, state or local government agencies for any such taxes or benefits due but not paid by Consultant, including the legal costs associated with defending against any audit, claim, demand or law suit. COU No. 2526-214 PAGE 3 OF 7 Consultant warrants and represents that it is a properly licensed professional or professional organization with a substantial investment in its business and that it maintains its own offices and staff which it will use in performing under this Agreement. 5.2 Conflict of Interest. Consultant understands that its professional responsibility is solely to City. Consultant has no interest and will not acquire any direct or indirect interest that would conflict with its performance of the Agreement. Consultant shall not in the performance of this Agreement employ a person having such an interest. If the City Manager determines that the Consultant has a disclosure obligation under the City’s local conflict of interest code, the Consultant shall file the required disclosure form with the City Clerk within 10 days of being notified of the City Manager’s determination. 6.0 INDEMNIFICATION 6.1 Insurance Liability. Without limiting Consultant's obligations arising under Paragraph 6.2 Consultant shall not begin work under this Agreement until it procures and maintains for the full period of time allowed by law, surviving the termination of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with its performance under this Agreement. A. Minimum Scope of Insurance Coverage shall be at least as broad as: 1. Insurance Services Office ("ISO) Commercial General Liability Coverage Form No. CG 20 10 10 01 and Commercial General Liability Coverage – Completed Operations Form No. CG 20 37 10 01. 2. ISO Form No. CA 0001 (Ed. 1/87) covering Automobile Liability, Code 1 "any auto" or Code 8, 9 if no owned autos and endorsement CA 0025. 3. Worker's Compensation Insurance as required by the Labor Code of the State of California and Employers Liability Insurance. 4. Errors and Omissions liability insurance appropriate to the consultant’s profession. Architects’ and engineers’ coverage is to be endorsed to include contractual liability. B. Minimum Limits of Insurance Consultant shall maintain limits no less than: 1. General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations. If Commercial General Liability Insurance or other form with a general aggregate limit is used, the general aggregate limit shall apply separately to the work performed under this Agreement, or the aggregate limit shall be twice the prescribed per occurrence limit. 2. Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage. COU No. 2526-214 PAGE 4 OF 7 3. Worker's Compensation and Employers Liability: Worker's compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident. 4. Errors and Omissions liability: $1,000,000 per occurrence. C. Deductibles and Self-Insured Retentions Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects to the City, its officers, officials, employees and volunteers; or the Consultant shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. D. Other Insurance Provisions The policies are to contain, or be endorsed to contain, the following provisions: 1. General Liability and Automobile Liability Coverages a. The City, it officers, officials, employees and volunteers are to be covered as additional insureds as respects; liability arising out of activities performed by or on behalf of the Consultant, products and completed operations of the Consultant, premises owned, occupied or used by the Consultant, or automobiles owned, hired or borrowed by the Consultant for the full period of time allowed by law, surviving the termination of this Agreement. The coverage shall contain no special limitations on the scope-of-protection afforded to the City, its officers, officials, employees or volunteers. b. The Consultant's insurance coverage shall be primary insurance as respects to the City, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees or volunteers shall be in excess of the Consultant's insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officers, officials, employees or volunteers. d. The Consultant's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 2. Worker's Compensation and Employers Liability Coverage The insurer shall agree to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from Consultant's performance of the work, pursuant to this Agreement. COU No. 2526-214 PAGE 5 OF 7 3. Professional Liability Coverage If written on a claims-made basis, the retroactivity date shall be the effective date of this Agreement. The policy period shall extend one (1) year from the date of final approved invoice. 4. All Coverages Each Insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. E. Acceptability of Insurers Insurance is to be placed with admitted California insurers with an A.M. Best's rating of no less than A- for financial strength, AA for long-term credit rating and AMB-1 for short-term credit rating. F. Verification of Coverage Consultant shall furnish the City with Certificates of Insurance and with original Endorsements effecting coverage required by this Agreement. The Certificates and Endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The Certificates and Endorsements are to be on forms provided or approved by the City. Where by statute, the City's Workers' Compensation - related forms cannot be used, equivalent forms approved by the Insurance Commissioner are to be substituted. All Certificates and Endorsements are to be received and approved by the City before Consultant begins the work of this Agreement. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. If Consultant fails to provide the coverages required herein, the City shall have the right, but not the obligation, to purchase any or all of them. In that event, the cost of insurance becomes part of the compensation due the contractor after notice to Consultant that City has paid the premium. G. Subcontractors Consultant shall include all subcontractors or sub-consultants as insured under its policies or shall furnish separate certificates and endorsements for each sub- contractor or sub-consultant. All coverage for sub-contractors or sub-consultants shall be subject to all insurance requirements set forth in this Paragraph 6.1. 6.2 Indemnification. Notwithstanding the foregoing insurance requirements, and in addition thereto, Consultant agrees, to the fullest extent permitted by law, surviving the termination of this Agreement, to indemnify the City for any claim, cost or liability that arises out of, or pertains to, or relates to any negligent act or omission or the willful misconduct of Consultant in the performance of services under this contract by Consultant, but this indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, arising from the sole negligence, willful misconduct or defects in design by the City, or arising from the active negligence of the City. COU No. 2526-214 PAGE 6 OF 7 “Indemnify,” as used herein includes the expenses of defending against a claim and the payment of any settlement or judgment arising out of the claim. Defense costs include all costs associated with defending the claim, including, but not limited to, the fees of attorneys, investigators, consultants, experts and expert witnesses, and litigation expenses. However, Consultant shall not be required to provide for the upfront defense of the City with respect to claims alleging Professional Liability. For such claims, each party shall provide its own upfront defense and the non-prevailing party will reimburse the prevailing party for the prevailing party’s reasonable costs of defense. In no event shall the costs, fees, and expenses charged to the non-prevailing party exceed the non-prevailing party’s proportionate percentage of fault. References in this paragraph to City or Consultant, include their officers, employees, agents, and subcontractors. 7.0 CONTRACT PROVISIONS 7.1 Ownership of Work. All documents furnished to Consultant by City and all documents or reports and supportive data prepared by Consultant under this Agreement are owned and become the property of the City upon their creation and shall be given to City immediately upon demand and at the completion of Consultant's services at no additional cost to City. Deliverables are identified in the Scope-of-Work, Attachment "A". All documents produced by Consultant shall be furnished to City in digital format and hardcopy. Consultant shall produce the digital format, using software and media approved by City. 7.2 Governing Law. Consultant shall comply with the laws and regulations of the United States, the State of California, and all local governments having jurisdiction over this Agreement. The interpretation and enforcement of this Agreement shall be governed by California law and any action arising under or in connection with this Agreement must be filed in a Court of competent jurisdiction in Mendocino County. 7.3 Entire Agreement. This Agreement plus its Attachment(s) and executed Amendments set forth the entire understanding between the parties. 7.4 Severability. If any term of this Agreement is held invalid by a court of competent jurisdiction, the remainder of this Agreement shall remain in effect. 7.5 Modification. No modification of this Agreement is valid unless made with the agreement of both parties in writing. 7.6 Assignment. Consultant's services are considered unique and personal. Consultant shall not assign, transfer, or sub-contract its interest or obligation under all or any portion of this Agreement without City's prior written consent. 7.7 Waiver. No waiver of a breach of any covenant, term, or condition of this Agreement shall be a waiver of any other or subsequent breach of the same or any other covenant, term or condition or a waiver of the covenant, term or condition itself. 7.8 Termination. This Agreement may only be terminated by either party: 1) for breach of the Agreement; 2) because funds are no longer available to pay Consultant for services COU No. 2526-214 PAGE 7 OF 7 provided under this Agreement; or 3) City has abandoned and does not wish to complete the project for which Consultant was retained. A party shall notify the other party of any alleged breach of the Agreement and of the action required to cure the breach. If the breaching party fails to cure the breach within the time specified in the notice, the contract shall be terminated as of that time. If terminated for lack of funds or abandonment of the project, the contract shall terminate on the date notice of termination is given to Consultant. City shall pay the Consultant only for services performed and expenses incurred as of the effective termination date. In such event, as a condition to payment, Consultant shall provide to City all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs and reports prepared by the Consultant under this Agreement. Consultant shall be entitled to receive just and equitable compensation for any work satisfactorily completed hereunder, subject to off-set for any direct or consequential damages City may incur as a result of Consultant's breach of contract. 7.9 Execution of Agreement. This Agreement may be executed in duplicate originals, each bearing the original signature of the parties. Alternatively, this Agreement may be executed and delivered by facsimile or other electronic transmission, and in more than one counterpart, each of which shall be deemed an original, and all of which together shall constitute one and the same instrument. When executed using either alternative, the executed agreement shall be deemed an original admissible as evidence in any administrative or judicial proceeding to prove the terms and content of this Agreement. 8.0 NOTICES Any notice given under this Agreement shall be in writing and deemed given when personally delivered or deposited in the mail (certified or registered) addressed to the parties as follows: CITY OF UKIAH BKF ENGINEERS DEPT. OF PUBLIC WORKS 111 SANTA ROSA AVENUE 300 SEMINARY AVENUE SUITE 100 UKIAH, CALIFORNIA 95482-5400 SANTA ROSA, CALIFORNIA 95404 9.0 SIGNATURES IN WITNESS WHEREOF, the parties have executed this Agreement the Effective Date: CONSULTANT BY: __________________________ ____________________ Date PRINT NAME: _________________ __________________ IRS IDN Number CITY OF UKIAH BY: ____________________ Date CITY MANAGER 05/10/2026 COU No. 2526-214 PAGE 8 OF 7 ATTEST ____________________ CITY CLERK Date 05/11/2026 City of Ukiah, Central Ukiah Circulation Improvement Project | 3 2 SECTION 2. Project Approach and Schedule It is our understanding that the City of Ukiah, using both grant and local-match funds, intends to transform a key part of Ukiah’s central core to support safer transit for all modes of transportation. Project improvements include a focus on pedestrian and cyclist safety enhancements, including bike lanes, ADA-compliant sidewalks and curb ramps, as well as pedestrian safety features at a high-volume crossing within a school zone. The project will also replace aging and failing utility infrastructure to provide a more resilient water, sewer, and storm drain system. Improvements along East Clay Street will be critical for upgrading this underdeveloped corridor into a key east-west collector to link downtown Ukiah to the new Courthouse, the Grace Hudson Museum, the rail trail, and surrounding civic and residential areas. The width of the East Clay Street corridor varies from about 45-feet to 55-feet in width and has an undefined curb line or limit of public improvements. In general, the improvements to East Clay Street will include the following: »Sidewalk gap closure (approximate 1, 200 linear feet) and curb ramp construction along length of East Clay Street between South Main Street and the Rail Trail. »Dedicated Class II bike lanes to connect users on East Clay Street to the City’s rail trail »Street lighting along the length of Clay Street »Replacement of approximately 600 linear feet the existing 8-in water main with new 8-in water main and replacement of the water service lines between the main and the individual meters »Replacement of approximately 600 linear feet of existing 8-in sewer main with new 6-in sewer main and replacement of the sewer service laterals between the main and the existing clean-outs or location for new clean-outs. »Landscape design for roadway bioretention areas and a new center median for tree planting »Extension of paved roadway and reconstruction or rehabilitation of the existing paved surface »Tree removal along south side of street The BKF Team supported the City with mapping and design services for the rehabilitation of East Perkins Street to the north, Gobbi Street to the south, and provided design for the new Ukiah Courthouse building, including the development of the drawings for the construction of the new Courthouse Drive and East Clay Street extension. No other team is as familiar with the project site and connecting streets as BKF is! PROPOSED APPROACH AND PROCEDURES Attachment A City of Ukiah, Central Ukiah Circulation Improvement Project | 4 The graphic above illustrates our understanding of the limits and layout of the new improvements along East Clay Street. Similar to East Clay Street, Leslie Street needs new and replacement sidewalk, accessible curb ramps, utility system upgrades and pavement rehabilitation. This roadway will also require additional pedestrian safety enhancements to address the high- volume of bicycle and pedestrian traffic through this residential street and fronting the River Oak Charter School. Leslie Street does have a well-defined curb-to-curb width of approximately 45-feet, which can accommodate a Class II bike facility. The scope of improvements targeted for Leslie Street includes: »Sidewalk gap closure and replacement of existing failing sidewalk (approximate 4,800 linear feet) and curb ramp construction along length of Leslie Street between Gobbi Street and Perkins Street »Dedicated Class II bike lanes and signage to connect users on Leslie Street and those from Gobbi Street and Perkins Street to the City’s rail trail »Pedestrian safety enhancements adjacent to the school, including bulb-outs, a raised crosswalk with Rectangular Rapid Flashing Beacons (RRFBs), lane width reductions and other potential traffic calming features. »Replacement of approximately 800 linear feet the existing x-in water main with new 8-in water main and replacement of the water service lines between the main and the individual meters »New storm drain infrastructure improvements to address nuisance ponding »Reconstruction or rehabilitation of the existing paved surface SECTION 2. PROJECT APPROACH AND SCHEDULE Image Above: Conceptual East Clay Street Improvements Image Above: Conceptual East Clay Street/Leslie Street Intersection Improvements City of Ukiah, Central Ukiah Circulation Improvement Project | 5 We have identified the following key project challenges and constraints below, as well as our approach to overcoming these obstacles: Accessible Curb Ramp Design: BKF will identify a proposed new configuration for each of the seven (7) new curb ramps to be replaced. At this time, we are expecting that many of the ramps to be replaced will not be able to be constructed in accordance with the City of Ukiah’s standard Curb Ramp detail, due to apparent limitation is available right of way. Use of the Caltrans Standard Modified Case C Ramp will be investigated as a potential ramp option for locations with limited right-of-way. Our review of the project site and available right of way mapping have led us to understand that the pedestrian curb ramp improvements along Leslie Street will require creative layout solutions in order to minimize impacts to utilities while providing ramps that meet current ADA requirements. BKF will leverage our on-staff ADA Certified Access Specialist (CASp) for support, as needed, when dealing with challenging ramps such as these. Ramps and crossing improvements will be designed to maintain a consistent “look and feel” to the improvements that we designed on both Gobbi Street and Perkins Street. Driveway Approaches: Providing an accessible path of travel across or around the driveways along Leslie Street can be approached in a couple of different ways, one option involves keeping the pedestrian path of travel straight an ramping down the sidewalk at each driveway, then performing driveway conform work behind back of walk via Temporary Construction Easements. Alternatively, a more standard walk-behind sidewalk approach can be employed, where pedestrians remain at sidewalk grade and walk behind the sloping driveway. With this approach, however, the City may need to acquire additional right of way or permanent easements for the purposes of utilizing those areas for public use. Our team has experience supporting our municipal clients through both of these approaches. Accessibility Around Existing Poles: A number of locations along Leslie Street, as well as some potential sidewalk locations along East Clay Street, involve overhead utility poles within areas of desired sidewalk. Without undergrounding or relocating these poles which is costly for both time and funds, creative approaches to sidewalk alignment will need to be explored, including mini bulb-outs in select areas. The Public Right-of-Way Accessibility Guidelines (PROWAG) Manual allows for exceptions to the minimum clear width of public sidewalk, down to 36-inches, in instances where an existing obstruction cannot be reasonably modified or moved to accommodate a standard 48-in clear width. We would look to leverage this exception, where approved by the City, to help keep project costs under control and minimize impacts to the schedule. Maintained Utility Use during Construction: It is our experience that many City streets do not have available underground real estate to allow for construction of a new parallel sewer system while keeping the existing system in place and functional during construction. Our work on the Gobbi Street utility replacement project involved preparation of stage construction plans that identified an order of work and available corridors for construction of the various utilities during different phases of work. We would look to replicate that successful approach here as well. If upon review of the existing utility conditions we determine that the best or only alignment for the new mains coincide with the location of the existing mains, we can support with City by preparing specifications for a by-pass pumping system to be installed and operated by the Contractor. We have recent experience with developing specifications for sewer by-pass pumping, which can be utilized when portions of the existing system need to be removed to facilitate construction of the new system. Pavement Rehabilitation: According to the City of Ukiah Pavement Condition Index (PCI) map, both East Clay Street and Leslie Street are in Category IV – Failed condition, as indicated by the red color on the map. With PCIs ranging from 1 to 8, both roads are showing signs of heavy base failure, fatigued, and an extensive network of cracking. It appears as those poor surface drainage management may be contributing to the pavement failure on both streets. Geotechnical boring information and traffic index data will be used to inform the design of a pavement rehabilitation approach. Pavement techniques we will explore may include a grind and overlay, full-depth reclamation, pavement section re-establishment, and potential for dig-outs or trench re-compaction efforts at limited locations. BKF will present the pavement rehabilitation options to the City and will work with City staff to identify the preferred rehabilitation techniques in order to achieve the intended result while offering opportunities for cost savings by incorporating less intensive restoration where suitable. SECTION 2. PROJECT APPROACH AND SCHEDULE City of Ukiah, Central Ukiah Circulation Improvement Project | 6 Pedestrian Crossing Enhancements: BKF will coordinate layout and prepare design for a new, enhanced pedestrian crossing near the charter school on Leslie Street, similar to the mid-block crossing we designed for Gobbi Street. To enhance pedestrian and cyclist safety, BKF would like to investigate striping and signage improvements that can be employed to increase visibility and awareness of the pedestrian crossings, such as high-contract markings, a speed table, and flashing beacons on signage. Low Impact Development (LID): Based on our review of the project site, we believe that the new improvements will trigger compliance with the State Water Resources Control Board (SWRCB) Phase 1 MS4 permit. The City of Ukiah, like many jurisdictions, has elected to follow the guidance spelled out in the City of Santa Rosa Low Impact Development Technical Design Manual (LID Manual) to illustrate compliance with the MS4 permit. BKF is very familiar with the LID Manual – we quite literally helped to write the book! Our own staff in our Santa Rosa office were contributing authors for the LID Manual! We are familiar with incorporating LID features into existing roadway corridors and understand the significant cost impact and construction impact these features can have it not appropriately planned for. Alternative Approaches to Open Trenching: Depending on the condition of the existing water sewer mains and the concerns that the City may have regarding their age and capacity, a trenchless remediation of the existing mains, such as slip lining, may be applicable to the project. Slip lining utilizes the existing pipe as a carrier pipe for the installation of a liner, typically made of HDPE. This liner provides a barrier between the fluid and the carrier pipe, addressing many concerns associated with aging infrastructure. While this is a cost-effective and schedule-efficient approach for remediating the effects of older infrastructure, this approach may also impact the maximum flow capacity of the carrier pipe. BKF would like the opportunity to further understand the specific concerns and need and explore this, and other alternative approaches to save on both cost and time. SECTION 2. PROJECT APPROACH AND SCHEDULE City of Ukiah, Central Ukiah Circulation Improvement Project | 7 SECTION 2. PROJECT APPROACH AND SCHEDULE TASK 1: PROJECT MANAGEMENT Project Management: BKF will provide general project management and consultant oversight services including defining and tracking tasks, status updates, general coordination, and preparation of a detailed schedule showing planned milestones and deliverables to be achieved for completion of the project. BKF will also track the budget and issue monthly invoices and updates to the schedule, as needed. Project Kick-Off Meeting: BKF will host a project kick-off meeting with the City, sub-consultants, and additional stakeholders (as needed) to review project goals, reaffirm scope and timeline, and identify communication protocols and information needs. BKF will prepare an agenda for this meeting and circulate meeting notes following the discussion. Routine Status Update Meetings: BKF will schedule regular progress meetings (assumed to be once monthly) to discuss the status of the Project, upcoming efforts, issues, coordination items, and other relevant information. Agendas, action logs, updated project schedules, and meeting minutes will be prepared and distributed. We will also maintain frequent and timely communication with City staff throughout the duration of the Project. Quality Assurance/Quality Control (QA/QC): BKF will perform quality control checks for each submittal in accordance with BKF’s Quality Manual prior to submitting to City. BKF’s Quality Control Manager will review both in-house and sub-consultant work at each phase of the Project to ensure quality and contract compliance. All plan review comments will be documented and formally responded to in the form of a comment response letter and/or comment response markups. A copy of BKF’s full Quality Manual can be provided upon request. Deliverables: »Baseline Schedule and Schedule Updates »Invoices »Progress Report »Meeting Agendas and Minutes »Plan Review Response Documents TASK 2: DATA COLLECTION Record Data Collection and Field Review: BKF will research and collect available records from the City, Mendocino County, and the public utilities to obtain property lines, utility data, and geotechnical and traffic information. BKF will take notes of any potential public/private conflicts within rights-of-way. While BKF understands it is the City’s intent to construct the Project within existing public rights-of-way, should a conflict occur, BKF will identify locations of needed easements. Public Utilities Coordination: Older streets often have shallow utilities which may conflict with full depth replacement paving or other designs implemented with this project. Additionally, in order to prolong the finished streets lifespan, it is important to coordinate any planned utility projects prior to final paving. BKF will communicate with Comcast, AT&T, and the City of Ukiah Public Works Utilities Division to understand and map the location of the existing and future utilities and to coordinate relocations and potential upgrades to their facilities, if needed. Topographic and Boundary Survey: BKF’s field crews will collect field topographic survey data at typical cross sections and critical locations and higher density topographic spot data where bulb-outs or curb ramps are anticipated. The topographic survey will be comprised of identified visible site features such as visible utility infrastructure, landscape, hardscape, walls, fences, signs, lights, survey monuments, striping and edge of pavement, and trees 6-inches and larger in diameter. We will obtain a succession of spot elevations to define the general terrain of the project location to produce mapping at a 1-foot contour interval. The topographic mapping approach described herein will generate a base map. The horizontal and vertical control will be based on the North American Datum of 1983 (NAD83) and the North American Vertical Datum of 1988 (NAVD88), respectively. The base maps will include topographic and utility information encountered during the course of the survey and as provided by the City and utility surveyors. SCOPE OF SERVICES City of Ukiah, Central Ukiah Circulation Improvement Project | 8 BKF will locate all known and encountered survey monuments within the area of contemplated improvements, so they can be accounted for in the design documents, and include specifications for preservation and/or perpetuation as required by state law. Should right of way or easement acquisitions be required, BKF will prepare legal descriptions and plat to accompany the offers made to private property owners. Additionally, we anticipate the need for several Temporary Construction Easements for Right to Enter Agreements to facilitate driveway approach improvements. BKF will support this effort for an assumed twelve locations. Geotechnical Investigation: A site investigation and report prepared by a Geotechnical Engineer is highly recommended for paving rehabilitation projects with complex existing conditions and several potential solutions. BKF, through our sub- consultant, RGH, will prepare geotechnical report that will support project designs. To complete this exploration, we will leverage our past work in the area and the resulting knowledge of Ukiah’s unique geologic framework to minimize the level of effort in completing the following investigative tasks: »Review local geologic reports, maps, and information in RGH and public databases to determine anticipated site geology. »Install one shallow boring every approximately 300 linear feet of roadway to describe site soils, gauge soil density, and collect samples for analysis of engineering properties. Our professional staff will work with project designers to develop the appropriate testing program for the conditions and project needs. Testing parameters will include R-values and compaction curves to support pavement design and later testing and inspections during construction. »Perform laboratory analyses to determine properties critical to the successful completion of the project. As part of our planning for this field exploration, we will work with the City of Ukiah to obtain encroachment permits and determine traffic control plans as required. Following completion of this field scope, RGH will summarize our findings a report that will include an evaluation of geohazards and geotechnical considerations, coordinating closely with the project design team to ensure that we provide advice that best meets the needs of the project. Deliverables: »Base Map including Topography, Boundary, and Utility Information »Geotechnical Investigation Report TASK 3: 30% DESIGN Under this task, BKF will develop a 30% design package. We are familiar with the City of Ukiah’s Standard Plans and Notes and anticipate that these standards will be used as the basis for our design. BKF will coordinate with the City and verify that the proposed plan conforms to existing conditions, boundary, and site constraints. BKF will verify, based on the available record information, if there are any identifiable conflicts between proposed and existing improvements or any conflicts with the existing Right-of-Way limits. This task will also include time for a preliminary hydraulic and hydrology analysis to size the new sections of storm drain. At this stage, we will also assess preliminary sizing of the Low Impact Development (LID) features, based on the amount of new or replaced impervious surface. We will document limits of the street lighting, water, and sewer utility improvements as well as locations and limits for sidewalk infill, curb ramps, and roadway reconstruction/rehabilitation. To develop the 30% design package, BKF will prepare design development and coordination documents to provide ideas and solicit feedback from the City. These documents may include brief written memos describing pavement rehabilitation approaches, preliminary cost estimates, and conceptual layout exhibits. Drawings: We will prepare the following drawings: »Civil Cover Sheet »Typical Roadway Sections »Improvement Layout Plan »Curb Ramp Grading Details »Utility Plan »Paving Plan »Striping Plan »Planting and Irrigation Plan SECTION 2. PROJECT APPROACH AND SCHEDULE City of Ukiah, Central Ukiah Circulation Improvement Project | 9 Calculations and Estimate: We will prepare the following supporting documents: »Preliminary LID sizing calculations »Preliminary engineer’s estimate of probable construction costs Deliverables: »Preliminary (30%) Design Drawings »Preliminary (30%) Engineer’s Estimate of Probable Construction Costs TASK 4: 60% DESIGN Due to the nature of these improvements, we feel it would be important to schedule a site visit with City staff to “ground truth” the improvements illustrated on the 30% design drawings. Following the site visit, BKF will continue to coordinate with the City and our subconsultant to expand our design packages, including the development of utility replacement and street lighting, pavement design calculations, striping and signage improvements, and the preparation of a preliminary Storm Water Low Impact Development Submittal (SWLIDS) in accordance with the City of Santa Rosa LID Technical Design Memorandum. Drawings: We will prepare the following drawings: »Civil Cover Sheet »Notes & Legend »Typical Roadway Sections »Improvement Layout Plan »Demolition Plan »Grading Plan »Curb Ramp Grading Details »Utility Plan »Lighting Plan »Paving Plan »Striping and Signage Plan »Planting Plan »Irrigation Plan »Sedimentation and Erosion Control Plan »Construction Details Calculations, Specifications, and Estimate: We will prepare the following supporting documents: »Pavement design calculations »Preliminary SWLIDS calculations and report »MWELO and Cal-GREEN design calculations »Engineer’s estimate of probable construction costs »Technical specifications Deliverables: »Draft (60%) Design Drawings »Draft (60%) Technical Specifications »Draft (60%) Engineer’s Estimate of Probable Construction Costs »Draft (60%) Pavement Design Calculations »Preliminary SWLIDS SECTION 2. PROJECT APPROACH AND SCHEDULE City of Ukiah, Central Ukiah Circulation Improvement Project | 10 SECTION 2. PROJECT APPROACH AND SCHEDULE TASK 5: 90% DESIGN Based on the comments received on the 60% design submittal, BKF will advance the design of the paving, hardscape, signal, and utility improvements. During this task, we will layer in additional detail to the design and continue in-depth coordination with the City. It is assumed that the City will develop the Construction Agreement and will identify the forms required as part of the bid and contract process. In addition to the drawings, final calculations, an engineer’s estimate of probable construction costs, and technical specifications will be prepared and provided. Deliverables: »Preliminary (90%) Design Drawings »Preliminary (90%) Technical Specifications »Preliminary (90%) Pavement Design Calculations »Preliminary (90%) Engineer’s Estimate of Probable Construction Costs TASK 6: FINAL PS&E It is our understanding these documents will be used by the City to perform the bidding process, as such the documents will be detailed to the level required by the Contractor to bid and construct. BKF will finalize the plans, specifications, and engineer’s estimate of probable construction costs (collectively known as PS&E) based on final review comments from the City. Deliverables: »Final Signed/Sealed Drawings for Construction »Final Signed/Sealed Technical Specifications »Final Signed/Sealed Engineer’s Estimate of Probable Construction Costs »Digital (PDF and AutoCAD) Copies of the Drawings for Construction »Digital (PDF) Copy of the Technical Specifications »Digital (Excel) Copy of the Engineer’s Estimate »Final SWLIDS TASK 7: SWPPP (Optional Task) BKF will provide Qualified SWPPP Developer (QSD) services in compliance with the Construction General Permit Order 2009- 0009-DWQ as amended by Order 2022-0057-DWQ, administered by the State Water Resources Control Board (SWRCB). We will provide support services to the Owner’s Legally Responsible Person (LRP) to submit Permit Registration Documents (PRDs) to the State’s online Storm Water Multiple Application and Report Tracking System (SMARTS) program website. It is assumed that the Contractor will provide QSP and OSD services for the Project including implementation of the SWPPP document. TASK 8: MONUMENT PRESERVATION AND RE-ESTABLISHMENT It is understood that existing monuments marking the centerline of Leslie Street and Clay Street and monuments marking some of the side lines of individual properties fronting these streets exist within the project limits exist, and that permanent monuments must be reset in order to perpetuate the position of destroyed monuments in accordance with Section 8771 of the California Land Surveyor’s Act. BKF will utilize boundary information provided as part of our scope of services and will submit a Record of Survey to the Mendocino County Surveyor’s Office in accordance with Section 8762 of the California Land Surveyor’s Act. Said Record of Survey will document retracement of the Leslie Street and Clay Street rights of ways as well as document resetting not more than six (6) centerline monuments and not more than three (3) side line monuments post construction. BKF will be responsible for re-setting side line monuments destroyed during the course of construction, however, BKF will not be responsible for construction of centerline monuments. BKF will be responsible for stamping centerline monuments following monument construction by others. It is understood that lane closures may be needed during the course of centerline monument referencing, construction and stamping, and the cost of lane closure and centerline monument construction is not included in this contract. City of Ukiah, Central Ukiah Circulation Improvement Project | 11 OPTIONAL SCOPE OF SERVICES OPTIONAL TASK 1: UNDERGROUND UTILITY LOCATING SERVICES If requested, BKF will provide underground utility detection services in the same area of the proposed topographic survey. BKF will perform utility investigation services using industry-acceptable methods to determine the approximate horizontal position and count of existing utilities on the subject site (except irrigation, typically). BKF’s field crews will use a combination of water-based paint or marking chalk or pin flags (in the appropriate APWA color) to mark the results of our investigation on the ground surface. BKF will compare available utility record information (supplied by City) with the results of field investigation services to consolidate field evidence and record documentation. Utilities not identifiable by BKF’s field crews due to lack of utility record information or above-ground appurtenances will be marked with pink paint on the ground surface and annotated as “Unknown” on the project deliverables. Once the utilities have been marked, BKF will survey the locations of the utilities and add them to the base drawing. BKF will utilize the project’s horizontal and vertical coordinate system so as to keep the utility data on the same coordinate system as the surveying files. BKF will make a reasonable effort to locate and map underground utilities, however, given the current technological limitations of the locating equipment, a guarantee as to all utilities cannot be made. OPTIONAL TASK 2: BID AND CONSTRUCTION PHASE SUPPORT SERVICES BKF can provide bid and construction phase support services. Scope and fee can be provided upon request and would be executed as an amendment to the Professional Services Agreement. Bid Support Services: BKF can assist the City during the construction bid solicitation process on an as-needed basis. Bid support services can include the following: a.Responding to Requests for Information (RFIs) during the bid process b.Assisting the City with issuing bid addendum packages c.Summarizing and tabulating received bids Construction Support Services: BKF can allocate time to support the Contractor and Design Team during the construction phase of the Project. Anticipated services include written responses to RFIs, review of submittals, and drawing revisions as needed. Preparation of record drawings based on the Contractor’s as-builts can also be provided as part of this service. Construction Meetings: BKF can attend site meetings with the Contractor during the construction process. Anticipated meetings include the following: a.Pre-construction meeting b.Three (3) interim site visits c.Final punch-list walk d.Additional meetings as determined necessary by the City SECTION 2. PROJECT APPROACH AND SCHEDULE SECTION 2. PROJECT APPROACH AND SCHEDULE City of Ukiah, Central Ukiah Circulation Improvement Project | 12 ID Task Mode Task Name Duration Start Finish 1 Project Management 165 days Mon 4/6/26 Fri 11/20/26 2 Project Kick-Off Meeting 1 day Mon 4/6/26 Mon 4/6/26 3 Project Management 165 days Mon 4/6/26 Fri 11/20/26 4 Data Collection 40 days Mon 4/6/26 Fri 5/29/26 5 Record Data Collection and Field Review 6 wks Mon 4/6/26 Fri 5/15/26 6 Public Utilities Coordination 4 wks Mon 4/6/26 Fri 5/1/26 7 Topographic and Boundary Survey 6 wks Mon 4/6/26 Fri 5/15/26 8 Geotechnical Investigation 6 wks Mon 4/20/26 Fri 5/29/26 9 30% Design 46 days Mon 4/27/26 Mon 6/29/26 10 Design Drawings/Coordination 6 wks Mon 4/27/26 Fri 6/5/26 11 Calculations 2 wks Mon 5/25/26 Fri 6/5/26 12 Estimate 2 wks Mon 5/25/26 Fri 6/5/26 13 30% QA/QC Review 1 wk Mon 6/8/26 Fri 6/12/26 14 30% Design Package to City 0 days Fri 6/12/26 Fri 6/12/26 15 City Review of 30% Design Package 2 wks Mon 6/15/26 Fri 6/26/26 16 Page-Turn Review Meeting 1 day Mon 6/29/26 Mon 6/29/26 17 60% Design 45 days Mon 6/29/26 Fri 8/28/26 18 Design Check Site Walk 1 day Mon 6/29/26 Mon 6/29/26 19 Design Drawings/Coordination 5 wks Mon 6/29/26 Fri 7/31/26 20 Calculations 2 wks Mon 7/20/26 Fri 7/31/26 21 Specifications and Estimate 2 wks Mon 7/20/26 Fri 7/31/26 22 60% QA/QC Review 2 wks Mon 8/3/26 Fri 8/14/26 23 60% Design Package to City 0 days Fri 8/14/26 Fri 8/14/26 24 City Review of 60% Design Package 2 wks Mon 8/17/26 Fri 8/28/26 25 Page-Turn Review Meeting 1 day Fri 8/28/26 Fri 8/28/26 26 90% Design 45 days Mon 8/31/26 Fri 10/30/26 27 Design Drawings/Coordination 5 wks Mon 8/31/26 Fri 10/2/26 28 Calculations 2 wks Mon 9/21/26 Fri 10/2/26 29 Specifications and Estimate 2 wks Mon 9/21/26 Fri 10/2/26 30 90% QA/QC Review 2 wks Mon 10/5/26 Fri 10/16/26 31 90% Design Package to City 0 days Fri 10/16/26 Fri 10/16/26 32 City Review of 90% Design Package 2 wks Mon 10/19/26 Fri 10/30/26 33 Page-Turn Review Meeting 1 day Fri 10/30/26 Fri 10/30/26 34 SWPPP 15 days Mon 11/2/26 Fri 11/20/26 35 SWPPP and PRD Preparation 3 wks Mon 11/2/26 Fri 11/20/26 36 Final PS&E 15 days Mon 11/2/26 Fri 11/20/26 37 Design Drawings/Coordination 2 wks Mon 11/2/26 Fri 11/13/26 38 Calculations 2 wks Mon 11/2/26 Fri 11/13/26 39 Specifications and Estimate 2 wks Mon 11/2/26 Fri 11/13/26 40 Final QA/QC Review 1 wk Mon 11/16/26 Fri 11/20/26 41 Final Design Package to City for Bidding 0 days Fri 11/20/26 Fri 11/20/26 Project Management Project Kick-Off Meeting Project Management Data Collection Record Data Collection and Field Review Public Utilities Coordination Topographic and Boundary Survey Geotechnical Investigation 30% Design Design Drawings/Coordination Calculations Estimate 30% QA/QC Review 6/1230% Design Package to City City Review of 30% Design Package Page-Turn Review Meeting 60% Design Design Check Site Walk Design Drawings/Coordination Calculations Specifications and Estimate 60% QA/QC Review 8/1460% Design Package to City City Review of 60% Design Package Page-Turn Review Meeting 90% Design Design Drawings/Coordination Calculations Specifications and Estimate 90% QA/QC Review 10/1690% Design Package to City City Review of 90% Design Package Page-Turn Review Meeting SWPPP SWPPP and PRD Preparation Final PS&E Design Drawings/Coordination Calculations Specifications and Estimate Final QA/QC Review 11/20Final Design Package to City for Bidding 3/29 4/5 4/12 4/19 4/26 5/3 5/10 5/17 5/24 5/31 6/7 6/14 6/21 6/28 7/5 7/12 7/19 7/26 8/2 8/9 8/16 8/23 8/30 9/6 9/13 9/20 9/27 10/4 10/11 10/18 10/25 11/1 11/8 11/15 11/22 11/29 12/6AprilMayJuneJulyAugustSeptemberOctoberNovemberDecember Central Ukiah Circulation ImprovementsBKF No. 26000176Peliminary Project Schedule Page 1 A detailed project schedule of all phases of the project has been prepared. We understand the desire to have bid-ready documents by the Fall of 2026, setting the stage for project construction in early 2027. As you will see on our graphical schedule, complete the PS&E package for bidding can be accommodated within this timeframe. SCHEDULE City of Ukiah, Central Ukiah Circulation Improvement Project FEE PROPOSAL W-Trans Integra RGH Landscape Geotechnical VP SPE PM PM SPE PE PS FC FC $333 $309 $287 $287 $245 $215 $215 $245 $158 1 Project Management 1 Project Management 2 6 0 0 0 0 0 0 0 8 $2,520 $0 $0 $0 $0 $2,5202Project Kick-Off Meeting 0 2 0 0 2 2 0 0 0 6 $1,538 $0 $0 $0 $0 $1,5383Routine Status Update Meetings 0 12 0 0 12 6 0 0 0 30 $7,938 $0 $0 $0 $0 $7,938 4 Quality Assurance/Quality Control (QA/QC)0 8 28 0 0 0 0 0 0 36 $10,508 $0 $0 $0 $0 $10,508 2 28 28 0 14 8 0 0 0 80 $22,504 $0 $0 $0 $0 $22,504 2 Data Collection 1 Record Data Collection and Field Review 0 8 0 0 8 8 0 0 0 24 $6,152 $0 $0 $0 $0 $6,152 2 Public Utilities Coordination 0 2 0 0 4 8 0 0 0 14 $3,318 $0 $0 $0 $0 $3,318 3 Topographic and Boundary Survey 2 2 0 40 16 0 112 56 56 284 $63,332 $0 $0 $0 $0 $63,332 4 Geotechnical Investigation 0 2 0 0 8 4 0 0 0 14 $3,438 $0 $0 $39,031 $44,886 $48,324 2 14 0 40 36 20 112 56 56 336 $76,240 $0 $0 $39,031 $44,886 $121,126 3 30% Design 1 Drawings 2 32 0 0 60 96 0 0 0 190 $45,894 $19,471 $8,430 $0 $32,086 $77,980 2 Calculations 0 2 0 0 8 8 0 0 0 18 $4,298 $0 $0 $0 $0 $4,298 3 Estimate 0 2 0 0 2 4 0 0 0 8 $1,968 $0 $0 $0 $0 $1,968 4 Page-Turn Review Meeting 0 4 0 0 4 0 0 0 0 8 $2,216 $0 $0 $0 $0 $2,216 2 40 0 0 74 108 0 0 0 224 $54,376 $19,471 $8,430 $0 $32,086 $86,462 4 60% Design 1 Drawings 2 24 0 0 40 80 0 0 0 146 $35,082 $20,691 $9,090 $0 $34,248 $69,330 2 Calculations and Specifications 0 16 0 0 40 32 0 0 0 88 $21,624 $0 $0 $0 $0 $21,624 3 Estimate 0 2 0 0 2 4 0 0 0 8 $1,968 $0 $0 $0 $0 $1,968 4 Page-Turn Review Meeting 0 4 0 0 4 0 0 0 0 8 $2,216 $0 $0 $0 $0 $2,216 2 46 0 0 86 116 0 0 0 250 $60,890 $20,691 $9,090 $0 $34,248 $95,138 5 90% Design 1 Drawings 2 12 0 0 24 40 0 0 0 78 $18,854 $18,258 $3,440 $0 $24,953 $43,807 2 Calculations and Specifications 0 2 0 0 20 12 0 0 0 34 $8,098 $0 $0 $0 $0 $8,098 3 Estimate 0 2 0 0 2 4 0 0 0 8 $1,968 $0 $0 $0 $0 $1,968 4 Page-Turn Review Meeting 0 4 0 0 4 0 0 0 0 8 $2,216 $0 $0 $0 $0 $2,216 2 20 0 0 50 56 0 0 0 128 $31,136 $18,258 $3,440 $0 $24,953 $56,089 6 Final PS&E 1 Drawings 2 8 0 0 16 24 0 0 0 50 $12,218 $7,080 $4,580 $0 $13,409 $25,627 2 Calculations and Specifications 0 2 0 0 12 8 0 0 0 22 $5,278 $0 $0 $0 $0 $5,278 3 Estimate 0 2 0 0 2 4 0 0 0 8 $1,968 $0 $0 $0 $0 $1,968 4 Final Submittal Coordination 0 4 0 0 4 0 0 0 0 8 $2,216 $0 $0 $0 $0 $2,216 2 16 0 0 34 36 0 0 0 88 $21,680 $7,080 $4,580 $0 $13,409 $35,089 7 SWPPP 1 SWPPP Document Preparation 0 1 0 0 6 12 0 0 0 19 $4,359 $0 $0 $0 $0 $4,359 2 Permit Registration Document Preparation 0 1 0 0 6 0 0 0 0 7 $1,779 $0 $0 $0 $0 $1,779 0 2 0 0 12 12 0 0 0 26 $6,138 $0 $0 $0 $0 $6,138 8 Monument Preservation and Re-Establishment 1 Monument Preservation and Re-Establishment 2 1 0 40 0 0 80 120 120 363 $78,015 $0 $0 $0 $0 $78,0152Record of Survey 2 1 0 20 0 0 20 24 24 91 $20,687 $0 $0 $0 $0 $20,687 4 2 0 60 0 0 100 144 144 454 $98,702 $0 $0 $0 $0 $98,702 $78,187 General BKF Printing, Plotting, Travel, and Title Reports Consultant Labor Totals 16 168 28 100 306 356 212 200 200 1586 $371,666 $65,500 $25,540 $39,031 $149,582 $521,248 Total Fees* (Total fees include contingency and reimbursable and consultant expenses)$614,435 15% Design Contingency (to be used only upon reciept of approval from City) Reimbursable and Consultant Expenses BKF Engineers 2 Data Collection Subtotal: City of Ukiah Total BKF HoursCONSULTING SERVICES 8 Monument Preservation and Re-Establishment Subtotal: $15,000Field Crew ChainpersonSurvey ManagerSr Project EngineerTotal Subconsultant Fee**Includes 15% Markup7 SWPPP Subtotal: 5 90% Design Subtotal:Total Fee 6 Final PS&E Subtotal:Project EngineerField Crew Party ChiefTotal BKF FeeTraffic PrincipalQA/QC ManagerProject ManagerProject Surveyor The enclosed fee worksheet includes key staff anticipated to complete the services being requested. Our team may use staff in other positions, who are not listed on this fee worksheet to facilitate the efficient delivery of certain services, provided that the total contract value is not exceeded. 4 60% Design Subtotal: 3 30% Design Subtotal: Sub-Consultants Task Description Full Rate Central Ukiah Circulation Improvement Project 1 Project Management Subtotal: City of Ukiah, Central Ukiah Circulation Improvement Project FEE PROPOSAL CLASSIFICATION HOURLY RATE PROJECT MANAGEMENT Principal in Charge $333.00 Senior Project Executive $309.00 Project Executive $301.00 Senior Project Manager | Senior Technical Manager $292.00 Project Manager | Technical Manager $287.00 Engineering Manager | Surveying Manager | Planning Manager $264.00 TECHNICAL STAFF Senior Project Engineer | Senior Project Surveyor | Senior Project Planner $245.00 Project Engineer | Project Surveyor | Project Planner $215.00 Design Engineer | Staff Surveyor | Staff Planner $188.00 BIM Specialist I, II, III $188.00 - $215.00 - $245.00 Technician I, II, III, IV, V $179.00 - $190.00 - $208.00 - $224.00 - $242.00 Drafter I, II, III, IV $140.00 - $153.00 - $166.00 - $184.00 Engineering Assistant | Surveying Assistant | Planning Assistant $117.00 FIELD SURVEYING Survey Party Chief $245.00 Instrument Person $210.00 Survey Chainperson $158.00 Utility Locator I, II, III, IV $128.00 - $181.00 - $217.00 - $247.00 Apprentice I, II, III, IV $97.00 - $130.00 - $144.00 - $152.00 CONSTRUCTION ADMINISTRATION Senior Consultant $320.00 Senior Construction Administrator $279.00 Resident Engineer $207.00 Field Engineer I, II, III, IV $188.00 - $215.00 - $245.00 - $263.00 FUNDING & GRANT MANAGEMENT Director of Funding Strategies $229.00 Funding Strategies Manager $210.00 Funding/Research Analyst I, II, III, IV $144.00 - $166.00 - $176.00 - $194.00 PROJECT ADMINISTRATION Project Coordinator $156.00 Senior Project Assistant $134.00 Project Assistant $119.00 Clerical | Administrative Assistant $100.00 Expert witness rates are available upon request. Subject to the terms of a services agreement: •Charges for outside services, equipment, materials, and facilities not furnished directly by BKF Engineers will be billed asreimbursable expenses at cost plus 10%. Such charges may include, but shall not be limited to: printing and reproductionservices; shipping, delivery, and courier charges; subconsultant fees and expenses; agency fees; insurance; transportation onpublic carriers; meals and lodging; and consumable materials. •Allowable mileage will be charged at the prevailing IRS rate per mile. •Monthly invoices are due within 30 days from invoice date. Late Fee will be charged at 1.5% per month on past due accounts. •The rates shown are subject to periodic increases, including January 1st of each year. BKF ENGINEERS BKF ENGINEERS PROFESSIONAL SERVICES RATE SCHEDULE 2025-2026 City of Ukiah, Central Ukiah Circulation Improvement Project FEE PROPOSAL 490 Mendocino Avenue, Suite 201 SANTA ROSA, CA 95401 707.542.9500 414 13th Street, 5th Floor OAKLAND, CA 94612 510.444.2600 w-trans.com Fee Schedule 2026 Staff Billing Rates Position Billing Rate (per hour) Senior Principal $330 – $400 Principal $250 – $330 Senior Engineer/Planner $220 – $245 Engineer/Planner $195 – $220 Associate Engineer/Planner $170 – $190 Assistant Engineer/Planner $130 – $160 Technician/Administrative $125 – $170 Intern $40 – $80 Field Technician $30 – $75 2026 Expense Charges Item Charge Mileage $0.80/mile* Services and Expenses 10% - 15% surcharge These rates are projected for work performed prior to December 31, 2026. Work performed after January 1, 2027, and any subsequent year may be billed at the revised rates established for that year. * Mileage charge will be based on the IRS Standard Mileage Rate (set at $0.725/mile effective January 1, 2026) plus 10 percent. City of Ukiah, Central Ukiah Circulation Improvement Project FEE PROPOSAL FEE SCHEDULE PLANNING Deposition/Court Appearance $380/hour Principal $180/hour Senior Planner $165/hour Project Manager $150/hour Planner $135/hour Administration $90/hour LANDSCAPE ARCHITECTURE Deposition/Court Appearance $380/hour Principal Landscape Architect $190/hour Senior Landscape Architect/ Sr. Project Manager $175/hour Landscape Architect/Project Manager $160/hour Landscape Designer $145/hour AutoCAD Drafter $125/hour Administration $90/hour PLANCHECK/INSPECTION Plan Check Services $145/hour Landscape Inspection Services $145/hour The fees outlined in this contract shall be applicable for a period of three calendar years. In December 2026, INTEGRA+ will alert the Client to any cost of living increases, and/or any increases in reimbursable costs, service cost increases, etc. that would occur at the beginning of 2027. REIMBURSABLE CHARGES Plotting/printing/reproduction $Cost + 10% Out of pocket (S&H, materials) $Cost + 10% Subcontractor’s work $Cost + 10% Travel expenses $Cost + 10% Mileage IRS Rate + 10%/mile City of Ukiah, Central Ukiah Circulation Improvement Project FEE PROPOSAL Santa Rosa Office 3501 Industrial Drive, Suite A Santa Rosa, CA 95403 707-544-1072 Napa Office 1041 Jefferson St, Suite 4 Napa, CA 94559 707-252-8105 Geotechnical, Geological and Laboratory Services SCHEDULE OF CHARGES Effective January 1, 2025 Unless agreed otherwise, work is charged for on a time and expense basis in accordance with the following schedule of charges: PERSONNEL 2025/hour 2026/hour 2027/hour 2028/hour Principal $250 $260 $260 $260 Associate $205 $215 $215 $215 Senior Engineer/Geologist $195 $205 $205 $205 Project Engineer/Geologist $175 $185 $185 $185 Staff Engineer/Geologist $150 $160 $160 $160 Field Engineer $140 $150 $150 $150 Field Engineer (Prevailing Wage) $180 $190 $190 $190 Graphics $110 $120 $120 $120 Administrative Support $90 $100 $100 $100 EQUIPMENT 2025 2026 2027 2028 Seismic Site Class (ReMiNode) $500/day $600/day $600/day $600/day Slope Inclinometer Instrument $200/day $250/day $250/day $250/day Coring Machine $400/day $500/day $500/day $500/day Infiltration Test Apparatus $200/day $250/day $250/day $250/day Sonic Echo Foundation Test Gauge $200/day $250/day $250/day $250/day Specialty Software (i.e. SLOPE/W, VolFlo) $70/hour $80/hour $80/hour $80/hour CONCRETE 2025 2026 2027 2028 Concrete Compression Testing - Set of 4 Cylinder Breaks $200 $240 $240 $240 Shotcrete Panel (Includes coring, compression testing of 4 cores, and disposal) $400 $480 $480 $480 Each Additional Cylinder Break $50 $60 $60 $60 Each Additional Core Break $100 $120 $120 $120 OTHER Travel time is charged at regular rates. Vehicle mileage is charged at the current federal rate. For court appearance, expert witness testimony, or deposition the charge is $400 per hour for the principal, associate, and project level professional and $280 per hour for all others, payable in advance. Four and eight hour minimums apply for court appearance. Time worked in excess of 8 hours per day and Saturday/night work will be charged at 1.5 times the hourly rate. Time worked in excess of 12 hours per day and Sundays/holidays will be charged at 2 times the hourly rate. Outside services including laboratory analysis, consultants, subcontractors, equipment not listed above, outside reproduction, aerial photographs, meals, lodging, shipping and special equipment or services not listed above are charged at cost plus 10 percent.