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HomeMy WebLinkAbout4558 Contract Number: Vendor: Subject: Department: File Class: Begin Date: End Date: Review Date: Vault Date: Comments: 4558 SHANNON & WILSON INC Consultant - SR304 TIP/Navy Yard Hwy Retaining Wall Engineering LEG 12-1 06/01/2006 12/31/2007 02/15/2010 01/01/2010 PROFESSIONAL SERVICES AGREEMENT [SR 304 T.I.P.; Navy Yard Highway Phase Retaining Wall Design] The City of Bremerton ("City") and Shannon and Wilson, Inc. ("Consultant"), referred to collectively as the "Parties," enter into the following Agreement for professional services: I. Scope: The Consultant agrees to perform the services more specifically described in the Scope of Work, dated March 27, 2006, including any attachments thereto, attached hereto as Exhibit A, which is incorporated by reference herein. The Scope of Work may be modified only pursuant to Section VII.O. of this Agreement. If the Scope of Work provides for unspecified additional services such services shall only be performed upon the express written request of the City. Consultant further represents that the services furnished under this Agreement will be performed in accordance with generally accepted professional practices in effect at the time such services are performed. II. Term: The City and the Consultant agree that work will begin on the tasks described in Exhibit A immediately upon execution of this Agreement. The parties agree that the work described in Exhibit A is to be completed as provided by December 31, 2007, provided however, that additional time shall be granted by the City for excusable delays or extra work as provided for in section IX (A) ofthis agreement. HI. Compensation: In consideration of the services provided pursuant to this Agreement, the City shall pay Consultant in an amount not to exceed $40,000. Consultant's charges and bills shall conform to the fee schedule attached hereto as Exhibit B and incorporated herein by this reference. The Consultant shall submit regular billing statements detailing work performed and amount charged on each task or portion thereof. The descriptions shall conform to and fall within the categories set out in the Scope of Work and/or Fee Schedule. Upon receipt of a conforming billing statement, the City shall promptly process payment. PROVIDED, HOWEVER, the City reserves the right to prioritize scoped work and accelerate and/or delay work tasks under the time frame set forth in Section II herein. The Consultant's labor rates and billing fees shall be as delineated in Exhibit C. Consultant shall not perform work beyond the Scope of Work, nor shall be compensated for such work, unless the Scope of Work or amount of compensation is modified pursuant to this Agreement. Consultant shall only be compensated for additional services if requested pursuant to Section I and, if not otherwise provided, such compensation shall be in accordance with Exhibit C. If a billing statement does not conform to this Agreement, the City may withhold payment until the statement is brought into compliance. Such withholding does not relieve Consultant of its obligations under this Agreement. Bremerton/Shannon & Wilson, Inc. SR 304 T.I.P.: Navy Yard Highway Phase Page 1 of6 IV. Relationship of Parties: Consultant represents that it is skilled in the matters addressed in the Scope of Work and is performing independent functions and responsibilities within its field of expertise. Consultant and its personnel are independent Consultants and not employees of the City. Consultant and its personnel have no authority to bind the City or to control the City's employees and other Consultants. None of the benefits provided by the City to its employees, including, but not limited to, compensation, insurance, and unemployment insurance are available from the City to the employees, agents, representatives, or sub-Consultants of the Consultant. Consultant will be solely and entirely responsible for its acts and for the acts of Consultant's agents, employees, representatives and sub.;.Consultants during the performance of this Agreement. The City may, during the term of this Agreement, engage other independent Consultants to perform the same or similar work. As an independent Consultant, Consultant is responsible for its own management. The City's administration and enforcement of this Agreement shall not be deemed an exercise of managerial control over Consultant or its personnel. As an independent Consultant, Consultant is responsible for payment of all taxes and licensing fees necessary to perform its obligations under this Agreement. These taxes and fees include but are not limited to State industrial insurance, Business & Occupation, State professional licensing, and City business licensing. If any taxes or fees due the City have been declared delinquent, the City may withhold the delinquent amount, plus any additional charges arising from the delinquency, from any payments due Consultant. V. Indemnification: Consultant shall defend, indemnify and hold the City, its officers, officials, employees, agents and volunteers harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this Agreement, except that Consultant shall not be required to indemnify City for damages caused by the City's negligence or the negligence of third parties over whom the consultant has no authority or control. The City's review or acceptance of any of the work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Consultant and the City, its officers, officials, employees, agents and volunteers, the Consultant's liability hereunder shall be only to the extent of the Consultant's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONSULTANT'S WANER OF IMMUNITY UNDER INDUSTRIAL INSURANCE. TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WANER. The provisions of this section shall survive the expiration or termination of this Agreement. Bremerton/Shannon & Wilson, Inc. SR 304 T.I.P.: Navy Yard Highway Phase Page 2 of6 VI. Insurance: The Consultant shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Consultant, its agents, representatives, employees, sub-consultants or sub-Consultants. Before beginning work on the project described in this Agreement, the Consultant shall provide a Certificate of Insurance evidencing: 1. Automobile Liability insurance with limits no less than $1,000,000 combined single limit per accident for bodily injury and property damage; and 2. Commercial General Liability insurance written on an occurrence basis with limits no less than $1,000,000 combined single limit per occurrence and general aggregate for personal injury, bodily injury and property damage. Coverage shall include but not be limited to: blanket contractual; products/completed operations/broad form property damage; explosion, collapse and underground (XCD) if applicable; and employer's liability; and 3. Excess Liability insurance with limits not less than 1,000,000 limit per occurrence and aggregate. 4. Professional Liability insurance with limits no less than $1,000,000 limit per occurrence/claim. Any payment of deductible or self insured retention shall be the sole responsibility of the Consultant. All required policies shall be provided on an "occurrence" basis except professional liability insurance (if required), which may be provided on a "claims-made" basis. The City shall be named as an additional insured on the Commercial General Liability insurance policy, as respects work performed by or on behalf of the Consultant and a copy of an endorsement that is acceptable to the City, which names the City as an additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all the required insurance policies and endorsements. The City further reserves the right to reject any unacceptable policies and/or endorsements. The Consultant's Commercial General Liability insurance shall contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. The Consultant's insurance shall be primary insurance as respects the City and the City shall be given thirty (30) days prior written notice by certified mail, return receipt requested, of any cancellation, suspension or material change in coverage. The City also reserves its unqualified right to require at any time and for any reason, proof of coverage in the form of a duplicate of the insurance policy with all endorsements as evidence of coverage. BremertonlShannon & Wilson, Inc. SR 304 T.I.P.: Navy Yard Highway Phase Page 3 of6 VII. General Conditions: A. Reports and Information: When requested by the City, Consultant shall furnish periodic reports and documents on matters covered by this Agreement. The reports and documents shall be furnished in the time and form requested. Consultant shall maintain accounting records in accordance with Generally Accepted Accounting Principles (GAAP) to substantiate all billed amounts. B. Ownership and Use of Records and Documents: Original documents, drawings, designs and reports, including those in electronic format, developed under this Agreement are the property of the City. All written information submitted by the City to the Consultant in connection with the services performed by the Consultant under this Agreement will be safeguarded by the Consultant to at least the same extent as the Consultant safeguards like information relating to its own business. If such information is publicly available or is already in Consultant's possession or known to it, or is rightfully obtained by the Consultant from third parties, Consultant shall bear no responsibility for its disclosure, inadvertent or otherwise. All data, documents and files created by Consultant under this Agreement may be stored at Consultant's office in Seattle, Washington. Consultant shall make such data, documents, and files available to the City upon its request at all reasonable times for the purpose of editing, modifying and updating as necessary until such time as the City is capable of storing such information in the City's offices. Duplicate copies of this information shall be provided to the City upon its request, and at reasonable cost. All documents, including all reports, drawings, specifications, computer software or other items prepared or furnished by Consultant pursuant to this Agreement, are instruments of service with respect to the project and are the property of the City. Any reuse by the City for other than the specific purpose intended will be at City's sole risk. C. Work Performed at Consultant's Risk: Consultant shall take all precautions necessary and shall be responsible for the safety of its employees, agents, and sub-consultants in the performance of the work hereunder and shall utilize all protection necessary for that purpose. All work shall be done at Consultant's own risk, and Consultant shall be responsible for any loss of or damage to materials, tools, or other articles used or held for use in connection with the work. D. Place of Work: The Consultant shall perform the work authorized under this Agreement at its offices in Seattle, Washington. Meetings with the City staff as described in Exhibit A, Scope .of Work, shall take place at the City's offices, or at locations mutually agreed upon by the parties. E. Entire Agreement: This Agreement and its Exhibits constitutes the entire agreement between the Parties, and the Parties acknowledge that there are no other agreements, written or oral, that have not been set forth in the text of this Agreement. Bremerton/Shannon & Wilson, Inc. SR 304 T.I.P.; Navy Yard Highway Phase Page 4 of6 F. Severability: Should any part of this Agreement be found void, the balance of the Agreement shall remain in full force and effect. G. Modification: This Agreement may only be modified by written instrument signed by both Parties. H. Written Notices: All communications regarding this Agreement shall be sent to the parties at the addresses listed below by registered or 1 st class mail, or by personal service, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be hereafter specified in writing. City Address Dept. of Public Works & Utilities 3027 Olympus Drive Bremerton, Wa.98310 Contractor Address Shannon & Wilson, Inc. 400 N 34th St.; Suite 100 P.O. Box 300303 Seattle, W A 98103 I. Waiver: Failure to enforce any provision of this Agreement shall not be deemed a waiver of that provision. Waiver of any right or power arising out of this Agreement shall not be deemed waiver of any other right or power. J. Non-Waiver of Breach: The failure of the City to insist upon strict performance of any of the covenants and agreements contained herein, or to exercise any option herein conferred in one or more instances shall not be construed to be a waiver or relinquishment of said covenants, agreements or options, and the same shall be and remain in full force and effect. K. Compliance with Laws: Consultant shall comply with all applicable Federal, State, and local laws in performing its obligations under this Agreement. L. Choice of Law and Venue: This Agreement shall be interpreted according to the laws of the State of Washington. Any judicial action to resolve disputes arising out of this Agreement shall be brought in Kitsap County Superior Court. M. Attorneys' Fees: In the event of litigation to enforce any of the terms or provisions herein, each party shall pay all its own costs and attorney's fees. N. Assignment: Any assignment of this agreement by the Contractor without the written consent of the City shall be void. VIII. Nondiscrimination: Consultant shall not discriminate in employment or services to the public on the basis of race, color, national origin, sex, religion, age, marital status, or disability, except for employment actions based on bona fide occupational qualification. IX. Termination: This Agreement shall remain in force until completion and acceptance of the services, terminated by written instrument upon mutual consent, or by the City of Bremerton for convenience. This Agreement may be immediately terminated for cause by a Party if the Bremerton/Shannon & Wilson, Inc. SR 304 T.I.P.; Navv Yard Highway Phase Page 5 of6 other Party substantially fails to perform through no fault of the terminating Party, and the non- performing Party does not commence correction of the failure of performance within thirty (30) days of the terminating Party's sending notice to the non-performing Party. Any Notice by Consultant shall include a report showing the status of all items listed in the Scope of Work current through the termination date. If the City receives reimbursement by any federal, state, or other source for work described in Section I herein, and that funding is withdrawn, reduced or limited in any way, or the project is cancelled or substantially reduced after the execution date of this Agreement and prior to the completion of the work, the City may summarily terminate this Agreement. A. Excusable Delays: The right of Consultant to proceed shall not be terminated nor shall Consultant be charged with liquidated damages for any delays in the completion of the work due to: 1) any acts of the federal government in controlling, restricting, or requisitioning materials, equipment, tools, or labor by reason of war, national defense, or other national emergency; 2) any acts of the City, its consultants, or other public agencies causing such delay; and 3) causes not reasonably foreseeable by the parties at the time of the execution of the Agreement that are beyond the control and without the fault or negligence of the Consultant, including, but not restricted to, acts of God, fires, floods, strikes, or weather of unusual severity. PROVIDED, HOWEVER, that the Consultant must promptly notify the City within ten (10) calendar days in writing of the cause of the delay. If, on the basis of the facts and the terms of this Agreement, the delay is properly excusable, the City shall, in writing, extend the time for completing the work for a period of time commensurate with the period of excusable delay. B. Rights Upon Termination: In the event of termination, the City shall pay for all services performed by the Consultant to the effective date of termination, as described on a final invoice submitted to the City. After termination, the City may take possession of all records and data within the Consultant's possession pertaining to this project which may be used by the City without restriction. Any such use not related to the project which Consultant was contracted to perform shall be without liability or legal exposure to the Consultant. CONSULTANT By: its: Date: L- JIf~ 1:> 2.....~h1~ />1'2 .~ -~~~ ~~~ By: s.~~~ ~~~LE.~Y.~. its: \)"fC:)lC.. y~~ Date: 5/i&J()fO R:\LEGAL\Contracts\FORMS\Professional Services Agreement Form (2003).doc Bremerton/Shannon & Wilson, Inc. SR 304 T.I.P.~ NavY Yard Highway Phase Page 6 of6 EXHIBIT A SCOPE OF WORK FOR DESIGN OF RET AINING WALL SR 304/CHARLESTON BEACH ROAD, BREMERTON, WASHINGTON We are pleased to submit this scope of services to assist you with design and construction of a proposed retaining wall on Charleston Beach Road in Bremerton, Washington. We understand that the City of Bremerton (City) proposes to build a new roadway adjacent to the existing Charleston Beach Road. Between approximately Stations 40+00 and 45+00 of the existing road, the proposed roadway will extend to the toe of a nearly 60-foot-high steep slope. A retaining wall would be necessary to support a 5- to 7-foot-high cut next to the steep slope. Our scope of services includes conducting a site reconnaissance, performing subsurface explorations, evaluating and analyzing the feasibility and cost of up to three wall alternatives or schemes, providing a geotechnical report, assisting in design and specification preparation, assisting during contractor bidding, and providing support during construction. PROJECT AND SITE UNDERSTANDING We understand that the proposed wall would be approximately 275 feet long and located at the toe of a steep slope that is approximately 60 feet high. Currently, a vacant building and trailer occupy the site. The vacant building is approximately 5 to 6 feet away from the slope at the south end of the proposed wall. It appears that fill may have been placed between the west wall orthe building and the steep slope. The trailer is located about 30 reet north of this building. From what we understand, before the trailer was placed on the site, the trailer owner cut back into the steep slope to create space. After an unknown time, the slope failed. A gravity retaining wall consisting of Ultra block Lock-Block ™ concrete blocks was subsequently constructed to retain the slope toe at this location. Portions of this wall lean outward. Beyond the trailer to the north, the land is vacant and gently slopes to the east. We understand that a stacked block gravity wall, a soil nail temporary shoring wall, and a soldier pile and lagging wall will likely be considered. We understand that the stacked block wall is the preferred option. To implement this alternative, the existing block wall, which is in the middle ofthe proposed wall location, would likely need to be removed. This would require excavating into the steep slope. Temporary shoring, such as a soil nail wall, may be necessary to support this cut. Alternatively, a soldier pile and lagging wall could be constructed in front of the existing ecology block wall. Depending on construction costs and the City's preference, the soldier pile wall could extend for some distance beyond the limits of the existing wall. Based on our field observations during our reconnaissance of the site and our exploration program, we will SCOPE OF SERVICES Page I of4 evaluate different wall schemes. We will evaluate different wall types, the concept of a composite system, and inclined and vertical wall systems. SCOPE OF SERVICES We assume that the chosen wall alternative will likely be a stacked block gravity wall. If this structure type is appropriate for the ground conditions and is chosen, we will complete design calculations for this type of wall, in accordance with applicable Washington Department of Transportation (WSDOT) design standards. If a different wall system is chosen, e.g., a reinforced stacked block or soldier pile and lagging wall, we will recommend earth pressures and other appropriate geotechnical design parameters for wall design. We will provide recommendations and design for a reinforced stacked block wall, ifrequested. For a structural wall, e.g., soldier pile wall, we assume that design work would be performed by the City or a structural engineer. If temporary shoring is necessary to construct the selected structure type, we will provide applicable recommendations for the design of a temporary wall system. However, we assume that design work for this system would be performed by the City, a structural engineer, or the Contractor. Our tasks and assumptions associated with our scope of services are: ~ A Shannon & Wilson geotechnical engineer and/or engineering geologist will visit the site to observe conditions and look for evidence of past or potential slope instability, including soil exposures indicative of landslides, groundwater seepage, surface water conditions, and vegetation associated with landslide areas. During this site visit, the boring locations will be chosen and marked for the utility locate. ~ We will review selected in-house files pertaining to nearby properties, geologic maps and hazard maps in our library, and other historical site information that you provide to us. ~ We will coordinate a field exploration program to obtain subsurface information for wall design. We will coordinate our activities with the City of Bremerton. We assume that full access to the site will be arranged for us. We also assume that any permits required to perform our on-site services would be obtained for us by others. We will call the one- call public locate number to locate utilities on public property near or on the site. ~ We will explore subsurface soil conditions by drilling a maximum of five borings at the property, using a limited access track rig. We will drill one boring to a depth of about 40 feet near the existing stacked block wall to obtain subsurface information for a tall gravity or soldier pile wall. Ifwe observe a distinct change in subsurface conditions, we propose to drill a second hole farther away from the slope. This hole would be advanced to about 15 feet below design finish grade. We propose to drill three more borings along remaining locations near the slope to a depth of about 15 feet below design finish grade. The holes will be drilled using hollow-stem auger drilling techniques. A groundwater well or piezometer will be installed in one of the holes, if appropriate. SCOPE OF SERVICES Page 2 of4 A Standard Penetration Test sampler will be used to retrieve soil samples during drilling. An experienced field engineer or geologist from our office wilJ log the borings. Samples will be obtained every 2.5 feet until 20 feet below the ground surface, and every 5 feet thereafter. Upon completion of the borings, the holes will be backfilled to the ground surface. Completed borehole locations will be located by measuring distances from existing site features. No environmental sampling is included in our scope of services. For worker safety, soil samples will be screened during drilling with a photoionization detector (PID). If contamination is detected, either with the PID or by visual or olfactory observation, drill cuttings will be contained in drums and left on site for later testing and disposal. The cost for drum storage and testing fu'1d disposal is not included in our cost estimate. If contamination is not detected, as expected, drill cuttings will be left on-site, unless otherwise requested. ~ We will conduct limited geotechnical laboratory testing in general accordance with appropriate American Society for Testing and Materials (ASTM) standards to determine index and engineering properties of selected samples. Tests may include determination of natural moisture content, grain size distribution, and plasticity characteristics (Atterberg limits). No environmental testing is included. ~ Based on the results of our site reconnaissance and exploration, and the laboratory test programs, we will evaluate and recommend wall alternatives. We will consider wall geometry, performance requirements, constructability issues, and aesthetic or environmental restraints, if they exist, to determine the feasibility of options considered. In addition, we will provide rough construction cost estimates for the different alternatives. We assume that our discussions with the City during this evaluation process will be conducted via teleconferences. We will fax or email you documents for review before our scheduled teleconferences. ~ We will prepare a letter report, which presents the results of our explorations, laboratory tests, and analyses, and our recommendations for wall design and construction. A draft of this letter report will be submitted electronically to the City for review before it is finalized and reproduced. ~ After the wall alternative is selected, we will assist in drawing and specification preparation. We understand that the City will be preparing these documents. We assume that we will submit our input electronically to the City, for the City to incorporate it into their documents. We have assumed that the wall alternative selected will be a stacked block gravity wall. If this alternative is feasible, economical, and selected, we would prepare design details for this wall. If a stacked block wall is not selected, we will review design drawings and specifications prepared by others for the selected wall type. Where applicable, we assume that standard WSDOT design drawings and specifications will be used. SCOPE OF SERVICES Page 3 of4 ~ We will be available to assist during the bid process, as requested. We assume this will be lilnited to telephone and email correspondence and have included an allo\vance for a maximum of 8 hours. ~ As requested, we have included an allowance of 40 hours for construction observation, 8 hours for a meeting in Bremerton, and 6 hours of supervision. SCOPE OF SERVICES Page 4 of 4 SHANNON & WILSON, INC. EXHIBIT B JOB COST ESTIIVlATE FOR GEOTECIL~~ICAL SITE STUDY Proposal No.: 21-3-51094-001 Project: SR 304/Charleston Beach Ro; Client: Cirj ofBremerton By: lmm TASK Rate Quantity Subtotal NON-LABOR SUBCONTRACT Hollow Stem Auger Drilling with Limited Access Rig Borings will be performed by Boretec Inc.- 3 to 4 borings to 15 to 20 feet, j boring to 40 feet. Mob and Demob $400.00 lea I total $400 Hourly charges (moving, set up, clean up) $ I 75.00 Illr 1.5 hours $263 Track Dril1ing $17.00 1ft 110 feet $1,870 Extra samples $17.00 lea 16 total $272 Install 2" Well Materials1 Install $13.00 1ft 20 feet $260 Flush completion $200.00 leach 1 total $200 Bentonite chips $12.00 !bag 12 bags $144 Subtotal $3,409 Washington State Sales Tax 8.8% $12.67 Drilling Subtotal $3,42 I Drilling Mark-upl Contingency 10.0% $513 Final Drilling Subtotal $3,934 REIMBURSABLES Reproduction costs $50.00 Itotal 1 total $50 Vehicle Mileage (4 trips @ 135 miles/RT) $0.445 Imile 540 miles $240 Photoionization Detector (PID) $86.00 Iday 2 day $172 Reimbursables Subtotal $462 LABORATORY TESTING Water Content $10.00 lea 24 ea $240 Atterberg Limit $120.00 lea 1 ea $120 Grain Size (wash sieve < 3/4") $100.00 lea 1 ea $100 Laboratory Testing Subtotal $460 NON-LABOR TOTAL $4,857 EXHIBIT B Cost Estimate/wp/eet 4-24-06 Page I of4 21-3-50194-001 EXHIBIT B SHANNON & WILSON, INC. JOB COST ESTIMATE FOR GEO"fECHNICAL SITE STUDY TASK SHANNON & WILSON LABOR FJELD OBSERVATION Site Reconnaissance, mark boring locations Senior Engineer Exploration Coordination, Utility check, Field Prep Senior Engineer Engineer IV FIELD OBSERVATION (cont.) Field Observation during Drilling Senior Principal Engineer Senior Engineer Engineer IV Review Samples, Prepare Logs, Assign Lab Testing Senior Principal Engineer Senior Engineer Engineer IV Word Processing Field Observation Subtotal EXHIBIT B Cost Estimate/wp/eet 4-24-06 Rate $95.00 lhr $95.00 Ihr $85.00 !hr Proposal No.: 21-3-51094-001 Project: SR 304/Charleston Beach Ro; Client: City of Bremerton By: lmm Quantity . Subtotal 12 hr $1,140 2 hr 2 hr $190 $170 $120.00 Ihr Ihr $120 $95.00 Ihr 2 hr $190 $85.00 /hr 30 hI" $2,550 $120.00 !hr Ihr $120 $95.00 !hr 2 hr $190 $85.00 !hr 3 hr $255 $65.00 !hr Ihr $65 $4,990 Page 2 of 4 21-3-50194-001 SHANNON & WILSON, INC. EXHIBIT B JOB COST ESTIl\1A TE t~OR GE01-'ECH1"-~ICAL SITE STUDY Proposal No.: 21-3-5] 094-00 I Project: SR 304/Charleston Beach Ro; Client: City of Bremerton By: Imm TASK Quantity Rate Subtotal DESIGN PHASE Project Management Senior Principal Engineer $]20.00 Ihr I hr $120 Senior Engineer $95.00 /hr 8 hr $760 Evaluation offeasibility and cost of up to three different wall schemes and associated analyses Vice President $]90.00 Ihr 2 hr $380 Senior Principal Engineer $]20.00 lhr 8 hr $960 Senior Engineer $95.00 Ihr 24 hr $2,280 Drafter $82.00 Ihr 4 hr $328 Letter Report Preparation (draft will be submitted electronically before reproduction) Vice President $]90.00 Ihr 2 hr Senior Principal Engineer $]20.00 Ihr 6 hr Senior Engineer $95.00 Ihr 24 hr Drafter $82.00 Ihr 4 hr Clerical $65.00 Ihr 2 hr Review of Design Drawings Senior Principal Engineer Senior Engineer Drafter Specification Preparation Vice President Senior Principal Engineer Senior Engineer Clerical $]20.00 Ihr $95.00 Ihr $82.00 Ihr 8 hr 16 hr 4 hr $190.00 Ihr $]20.00 Ihr $95.00 Ihr $65.00 Ihr ]hr 8 hr 32 hr 4 hr DESIGN PHASE (cont.) Bid Assistance Vice President Senior Principal Engineer Senior Engineer Design Phase Subtotal $] 90.00 Ihr $]20.00 Ihr $95.00 Ihr 1hr 3 hr 4 hr S&W FIELD OBSERV A nON & DESIGN PHASE LABOR SUBTOTAL TOTAL (NON-LABOR + LABOR) FOR DESIGN PHASE EXHIBIT B Cost Estimate/wp/eet 4-24-06 Page 3 of 4 $380 $720 $2,280 $328 $130 $960 $],520 $328 $]90 $960 $3,040 $260 $190 $360 $380 $16,854 $21,844 $26,701 21-3-50194-001 EXHIBIT B SHANNON & WILSON, INC. JOB COST ESTIlVIft~-TE FOR GEOTECHNICAL SITE STUDY TASK CONSTRUCTION PHASE One meeting in Bremerton Senior Principal Engineer Senior Engineer Construction Observation Vice President Senior Principal Engineer Engineer IV Construction Phase Subtotal Rate $120.00 /hr $95.00 /hr $190.00 /hr $120.00 /hr $85.00 /hr S&W CONSTRUCTION PHASE LABOR SUBTOTAL Proposal No.: 21-3-51094-001 Project: SR 304/Charleston Beach Ro, Client: City of Bremerton By: Imm Quantity 8 hr 8 hr 2 hr 4 hr 40 hr Subtotal $960 $760 $380 $480 $3,400 $5,980 $5,980 $32,681 TOT AL (NON-LABOR + LABOR) - DESIGN AND CONSTRUCTION PHASES ADMINISTRA TIVE RESERVE $7,319 TOTAL BUDGET EXHIBIT B Cost Estimate/wp/eet 4-24-06 Page 4 of 4 $40,000 21-3-50194-001 EXHIBIT C CITY OF BREMERTON SR 304 T.I.P.; NAVY YARD HIGHWAY PHASE RETAINING WALL DESIGN FEE SCHEDULE March 28, 2006 Fees FOI. Pl.ofessional Services Fees for Shannon & Wilson's services are based on the actual time expended on the project, including travel, by our personnel and will be computed by multiplying the actual number of hours worked times the following rates: Officer Sr. Staff Consultant Staff Consultant Senior Associate Associate 190.00 170.00 145.00 150.00 130.00 Eng./GeoI./HvdroJEnviron./Risk Assess. Senior Pnnclpal 120.00 Sr. Technician/Drafter Principal 110.00 Technician/Drafter IV Senior 95.00 Technician/Drafter III Category IV 85.00 Clerical . Category III 78.00 Technician/Drafter II Category II 68.00 Technician/Drafter I Category I 62.00 Computer Analyst 105.00 Info. Resources Spec. 90.00 82.00 65.00 60.00 65.00 55.00 48.00 Overtime 102.00 8].00 75.00 80.00 68.00 60.00 SPECIAL SERVICES Expert TestImony. Hourly rates will be doubled for time spent actually providing expert testimony. These rates are for the 2006 calendar year. At the end of each calendar year, our rates will be adjusted for the next calendar year. Reimbursable Expenses Expenses other than salary costs that are directly attributable to our professional services will be invoiced at our cost plus ] 5 percent. Examples include, but are not limited to, expenses for out-of-town travel aild living, information processing equipment, instrumentation and field equipment rental, special fees and permits, premiums for additional or special insurance where required, long distance telephone charges, loca] mileage and parking, use of rental vehicles, taxi, reproduction, local and out-of-town delivery service, express mail, photographs, film, laboratory equipment fees, shipping charges and supplies. A unit price of $7.00 per hour will be charged for computer time to prepare spreadsheets, $25.00 per hour for AutoCAD and modeling software use, and $35.00 per hour for G]S computer work.