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Brown and Caldwell Inc. 2/3/2022
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Brown and Caldwell Inc. 2/3/2022
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Last modified
9/29/2023 10:07:01 AM
Creation date
3/11/2022 1:15:39 PM
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Contracts
Contractor's Name
Brown and Caldwell Inc.
Approval Date
2/3/2022
Council Approval Date
2/2/2022
End Date
12/31/2024
Department
Public Works
Department Project Manager
Zach Brown
Subject / Project Title
Port Gardner Storage Facility Engineering
Tracking Number
0003228
Total Compensation
$4,407,152.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
Document Relationships
Brown and Caldwell, Inc. 9/27/2023 Amendment 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Agreement\Professional Services (PSA)
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Port Gardner Storage Facility Scope of Work 1-06-22 <br /> • Preparation of notes from meetings and site visits, review and organize information from site <br /> visit including photos, record drawing notes, etc. <br /> Task Assumptions <br /> • BC will develop the demolition design in four phases,Alternatives Analysis, Basis of Design, <br /> Final Design, and Bid Documents & Procurement. <br /> Everett Responsibilities <br /> • Participate in site visits and workshops <br /> Meetings <br /> • Two site visits to verify field conditions.Assume 10 BC staff conduct two site visits each for 8 <br /> hours per visit. <br /> • Demolition phase workshops <br /> o Demolition Alternatives Analysis review <br /> o Demolition Basis of Design review <br /> o Demolition Final Design review <br /> o Demolition Bid Package review <br /> Work Products <br /> • PowerPoint presentations for each workshop <br /> • Brief meeting agendas and notes for workshops <br /> Phase 210 - Data Collection <br /> Objective: Coordinate geotechnical investigation, surveying, buried pipe, and structural/process <br /> mechanical condition inspections necessary to support facility demolition and design. <br /> Activities/Approach: Phase 210 includes performing and managing geotechnical, survey, and the <br /> condition assessment of buried yard piping, and final structural and process mechanical condition <br /> assessments needed to inform Demolition Alternatives Analysis(Phase 220)and the Demolition <br /> Basis of Design (Phase 230). Specific tasks carried out under this phase include the following: <br /> • Perform and manage geotechnical subconsultant services in support of the design of the <br /> PGSF.The geotechnical investigation will inform demolition of existing infrastructure and <br /> construction of new facilities (effluent pump station,stormwater treatment, etc.). Specific <br /> geotechnical tasks include the following: <br /> o Review existing geotechnical reports and data for the project area, <br /> o Investigate site ground water conditions <br /> o Advance geotechnical borings canvasing the site with emphasis on new facility <br /> locations. <br /> o Explore and classify the subsurface soil conditions within the boundaries of the <br /> Kimberly-Clark WWTP property. <br /> o Develop geotechnical engineering recommendations for design and construction of the <br /> Port Gardner Storage Facility including: <br /> • Construction dewatering, <br /> • Temporary excavation support <br /> • Foundation bearing strengths <br /> • Groundwater elevations and uplift potential/resistance <br /> 7 <br />
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