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McClure and Sons Inc. 5/18/2023
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McClure and Sons Inc. 5/18/2023
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Last modified
5/19/2023 1:20:31 PM
Creation date
5/19/2023 1:10:03 PM
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Contracts
Contractor's Name
McClure and Sons Inc.
Approval Date
5/18/2023
Council Approval Date
4/12/2023
Department
Senior Center
Department Project Manager
John Nottingham
Subject / Project Title
WPCF TFI Bar Screen Upgrades
Public Works WO Number
UP3770
Tracking Number
0003685
Total Compensation
$2,275,712.49
Contract Type
Capital Contract
Contract Subtype
Capital Construction Contracts and Change Orders
Retention Period
10 Years Then Transfer to State Archivist
Imported from EPIC
No
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I <br /> WPCF TFI Bar Screen Upgrades <br /> Pre-bid Walk <br /> Agenda <br /> 2:00 p.m. - 2/23/23 & 11 :00 a.m. - 2/28/23 <br /> 1. Greetings <br /> a. Contractor Sign In <br /> b. Introductions <br /> 2. City Team Members <br /> a. Project Manager— John Nottingham (inottingham(a�everettwa.gov) <br /> 1 b. Engineer— BHC Consultants <br /> c. Onsite Manager—TBD <br /> d. WPCF Pant Manager— John Smit <br /> 3. Project Overview <br /> a. Scope <br /> i. Relocation of existing electrical and fiber optic conduits and a 10- <br /> inch tank drain pipeline. <br /> ii. Trenching, excavation, shoring, groundwater control, piping, fittings, <br /> couplings, flexible connectors, bedding, backfill, and compaction for <br /> installation of a new 36-inch bypass pipeline and precast concrete <br /> junction vault. <br /> iii. Temporary erosion and sediment control measures. <br /> iv. Bypass pumping during installation of the new 36-inch bypass <br /> pipeline, precast concrete junction vault, and associated slide <br /> gates. <br /> v. Asphalt paving removal and replacement associated with <br /> excavation for the pipeline and precast vault. <br /> vi. Demolition of a section of the existing 48-inch aerated lagoon <br /> effluent (ALE) pipeline downstream of the Recirculation/Bypass <br /> Flow Control Structure to allow installation of the new precast <br /> concrete junction vault. <br /> vii. Connection of the new precast concrete junction vault to the <br /> existing 48 inch ALE pipeline upstream and downstream of the <br /> I vault. <br /> viii. Coring a 42-inch diameter hole and installing a slide gate in existing <br /> concrete Diversion Structure 2 for connection and isolation of the <br /> new 36-inch bypass pipeline. <br /> ix. Installing a slide gate in the eastern compartment of the <br /> Recirculation/Bypass Flow Control Structure for isolation of the 48- <br /> inch ALE pipeline from Diversion Structure 2. <br /> x. Installing a slide gate in the new precast concrete junction vault for <br /> isolation of the 48 inch ALE pipeline downstream of the eastern <br /> I <br /> I <br />
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