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Otak 4/26/2023
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6 Years Then Destroy
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Otak 4/26/2023
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Entry Properties
Last modified
8/22/2024 2:17:03 PM
Creation date
6/6/2023 3:00:20 PM
Metadata
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Template:
Contracts
Contractor's Name
Otak
Approval Date
4/26/2023
Council Approval Date
4/19/2023
End Date
12/31/2024
Department
Public Works
Department Project Manager
Amie Roshak
Subject / Project Title
Water Main Replacement "Y"
Public Works WO Number
UP3814
Tracking Number
0003749
Total Compensation
$350,138.00
Contract Type
Agreement
Contract Subtype
Professional Services (PSA)
Retention Period
6 Years Then Destroy
Imported from EPIC
No
Document Relationships
Otak 5/23/2024 Amendment 1
(Contract)
Path:
\Records\City Clerk\Contracts\6 Years Then Destroy\2025
Otak 8/21/2024 Amendment 2
(Contract)
Path:
\Records\City Clerk\Contracts\6 Years Then Destroy\2025
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SCOPE OF WORK <br />GEOTECHNICAL ENGINEERING SERVICES <br />CITY OF EVERETT, WATER MAIN REPLACEMENT Y <br />GEOENGINEERS JOB NO. 0661-137-00 <br />INTRODUCTION AND PROJECT UNDERSTANDING <br />GeoEngineers, Inc. is pleased to present our scope and fee estimate for geotechnical engineering services <br />for the proposed Water Main Y project located in Everett, Washington. We understand the City is proposing <br />to upgrade 5 segments of existing 6- to 8-inch diameter water main, bundled together as Water Main <br />Replacement “Y”. The proposed segments to be replaced are listed below: <br />1. Beverly Lane (74th Street SE to 76th Street SE). Replace approximately 920 LF of existing 8-inch <br />diameter asbestos cement pipe with new 8-inch diameter ductile iron water main. <br />2. 75th Street SE and Evergreen Way Intersection. Replace approximately 110 LF of existing 8-inch <br />diameter asbestos cement pipe with new 8-inch diameter ductile iron water main. <br />3. Evergreen Way (south of 52nd Street SE). Replace and upsize approximately 525 LF of existing 6- <br />inch diameter asbestos cement pipe with 8-inch diameter ductile iron water main. <br />4. Interstate 5 bridge (E. Grand Ave. to 4th Street SE). Replace and upsize approximately 800 LF of existing <br />8-inch diameter ductile iron pipe suspended on I-5 bridge with new 12-inch diameter ductile iron water main. <br />5. Madrona Avenue (W. Mukilteo Blvd to Seahurst Ave.). Replace and upsize approximately 2,200 LF of existing <br />6-inch diameter cast iron pipe with new 8-inch diameter ductile iron water main. <br />Geotechnical engineering services are requested for Sites 1 through 3 and Site 5 to evaluate subsurface <br />soil and groundwater conditions and provide geotechnical recommendations for design. Key geotechnical <br />considerations will include trenching and excavation, temporary slopes and temporary shoring, construction <br />dewatering, pipe support, reuse of on-site soils, and geologic hazards and excavation stability. <br />SCOPE OF SERVICES <br />Based on our discussions with the design team, review of the exhibits, and brief site visits, we anticipate <br />our scope will include the following tasks: <br />A. REVIEW AVAILABLE GEOLOGIC AND SUBSURFACE INFORMATION <br />Review geologic maps, soil surveys, and available geotechnical reports in our files and on public <br />data bases regarding subsurface soil and groundwater conditions in the vicinity of the sites. <br /> <br /> <br />
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