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Allied Construction Associates Inc. 4/23/2021
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Allied Construction Associates Inc. 4/23/2021
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Entry Properties
Last modified
6/9/2023 3:09:14 PM
Creation date
4/30/2021 10:40:33 AM
Metadata
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Template:
Contracts
Contractor's Name
Allied Construction Associates Inc.
Approval Date
4/23/2021
Council Approval Date
3/31/2021
Department
Public Works
Department Project Manager
Dave Voigt
Subject / Project Title
SEI to SRI Intertie and SRO8 Rehabilitation
Public Works WO Number
UP3714
Tracking Number
0002874
Total Compensation
$994,985.50
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Allied Construction Associates Inc. 4/12/2023 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract\Capital Construction Contracts and Change Orders
Allied Construction Associates Inc. 5/4/2023 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract\Capital Construction Contracts and Change Orders
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CITY OF EVERETT SPECIAL PROVISIONS <br /> 5) 24-hour and 28-day compressive strengths. <br /> 8-31.3(1)C Installation Plan ' <br /> The Installation Access Plan shall include the following components: <br /> a. Schedule showing the sequence and dates for each phase of the work. <br /> b. Proposed installation access locations. <br /> c. Description of all equipment to be utilized, including capacity. <br /> d. Site plan sketch showing: <br /> 1) Dimensions of installation pits/areas. <br /> 2) Pipe storage areas. <br /> 3) Temporary work areas. <br /> 4) Lay down area for pipe joining process. <br /> 5) Equipment/material ingress and egress from install. <br /> 6) Barge requirements. <br /> e. Dewatering methods and calculations, if applicable. <br /> f. Methods for removal of obstructions and brick liner repair. <br /> g. Host pipe cleaning and waste disposal plan. <br /> h. Method to check inside diameter. <br /> i. Methods to deal with river flows /tidal levels. <br /> j. Installation timing and water levels. <br /> k. Approximate installation rate. <br /> I. Pipe float plan / buoyancy calcs (during float and during install). <br /> m. Calculations showing anticipated loading, pushing forces or pulling forces, are <br /> within capabilities of proposed pipe and equipment. <br /> n. Method of installing lining pipe and continuously monitoring of pulling or pushing <br /> forces. <br /> o. Approximate installation rate in feet per hour. <br /> p. Contingency Plans to address scenarios such as installation times greater than <br /> anticipated, changes in river and tide conditions, and other factors which may be <br /> expectantly encountered. <br /> 8-31.3(1)D Grouting Plan <br /> The Grouting Plan shall ensure that no grout enters the Snohomish River and include the <br /> following components: <br /> a. Procedures, including maximum injection pressure, proposed grout stage <br /> volume. <br /> b. Proposed bulkhead design. <br /> c. Grout flow control. <br /> d. Control and disposal of displaced water. <br /> e. Grouting mix. <br /> f. Access requirements. <br /> 8-31.3(1)E Data and Certifications <br /> The Data and Certifications shall include the following components: ' <br /> a. Preinstallation internal CCTV inspection and data documentation. <br /> b. Post-installation internal CCTV inspection and data documentation. <br /> c. Certifications, experience and training record of persons to be fusing pipe ends. <br /> d. Records for each fused joint that include: <br /> 1) Joint identification. <br /> 2) Pipe size and dimensions. <br /> SEI to SRI Intertie,SRO8 Rehab Division 8-MISC CONSTRUCTION WO No.-UP3714 <br /> SP-161 <br />
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