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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 /> ' 3) Fusing machine model and size. <br /> 4) Operator identification. <br /> 5) Job identification number. <br /> 6) Weld number. <br /> 7) Fusion, heating, and drag pressure settings. <br /> 8) Heater plate temperature. <br /> 9) Time stamp showing when weld was performed. <br /> 10)Heating and curing duration. <br /> e. Certification verifying grout has filled annular space. <br /> ' f. Grout density test results. <br /> ' 8-31.3(2) Existing Site/River Conditions <br /> The existing outfall discharges into the Snohomish river and is affected by both the river flows <br /> and tidal influence from Puget Sound. The following are resources available to the contractor to <br /> determine river flows and elevations that will be critical in planning the work. <br /> River level — https://snohomish.onerain.com/ <br /> River flow— https://waterwatch.usqs.qov/index.php?id=flood-gmap <br /> ' Tide level -https://tidesandcurrents.noaa.gov/noaatidepredictions.html?id=9447659&legacy=l <br /> 8-31.3(3) Examination <br /> a. Physically measure and CCTV inspect existing outfall pipe to verify rehabilitation specified <br /> herein is appropriate. <br /> b. Clean existing outfall pipe prior to sliplining. <br /> c. At a minimum, remove debris and settled material in existing pipe. <br /> d. Determine size and roundness of existing host pipe by pulling a mandrel, of at least the <br /> outside diameter of pipe to be inserted, through host pipe prior to insertion attempt or <br /> ' other approved method. <br /> a. A 10-foot-long section of liner pipe may be used in place of mandrel. <br /> b. If there are offset joints, sags, depressions or slight bends in line, pull a full length <br /> ' of liner pipe through line to verify planned diameter and length will fit. <br /> ' 8-31.3(4) Butt Fusion Welding Requirements <br /> a. Perform butt-fused joining in accordance with manufacturer's recommendations and with <br /> applicable specifications of ASTM F2620. <br /> ' b. Fusion joining shall be performed by trained personnel with equipment designed for fusion <br /> of thermoplastic pipe. <br /> c. If butt-fused pipe is used, monitor and record fusing information for each joint. <br /> d. During fusion, pipes shall be given adequate support on rollers to allow free movement. <br /> e. Joints between pipe sections shall be smooth on the inside and internal projection beads <br /> shall not be greater than 3/16 inch. During fusing process, remove internal bead with tool <br /> ' specifically designed for that purpose. <br /> f. Completed joints shall be watertight at rated pressure for pipe and have strength <br /> characteristics equal to or greater than pipe itself. <br /> 1 g. Improperly made or damaged joints shall be repaired or replaced as approved by <br /> Engineer. <br /> h. Upon request, provide Engineer samples of butt-fused joints for testing. <br /> ' SEI to SRI Intertie,SRO8 Rehab Division 8-MISC CONSTRUCTION WO No.-UP3714 <br /> SP-162 <br />
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