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Interwest Construction Inc. 12/17/2025
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Interwest Construction Inc. 12/17/2025
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Last modified
12/17/2025 10:39:10 AM
Creation date
12/17/2025 10:24:02 AM
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Contracts
Contractor's Name
Interwest Construction Inc.
Approval Date
12/17/2025
Council Approval Date
12/10/2025
Department
Public Works
Department Project Manager
Amie Campbell
Subject / Project Title
Water Main Y, Phase 2
Tracking Number
0005048
Total Compensation
$2,020,202.02
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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CITY OF EVERETT SPECIAL PROVISIONS <br /> <br />Water Main Replacement “Y” – Ph 2 Div 2 – EARTHWORK October 2025 <br />Work Order No. UP 3814 SP-150 <br />Category 2: Sensitive information <br />Category 2: For official use only / disclosure permissible by law. <br />encountered asbestos-cement pipe should be handled by licensed asbestos abatement <br />professionals. <br />2-02.3(6) Sawing and Line Drilling <br />(******) <br />Saw-cut to full depth mortared decorative or special pavement including, but not limited <br />to, brick, cobblestone, or paver block along a neat line with intent of salvaging as many <br />units as possible. <br />When line drilling, drill holes at maximum center-to-center spacing of six-inches. Drill <br />holes perpendicular to the surface and penetrate completely through the pavement. <br />When the Plans indicate, or the Engineer requires, saw-cutting pavement that is <br />comprised of a rigid base and asphalt overlay, saw cut the rigid base to the minimum <br />depth as follows: <br />a. For concrete rigid base, saw cut to a depth of 2/3 the thickness of the rigid base. <br />b. For rigid base constructed with mortared decorative or special pavement <br />including, but not limited to, brick, cobblestone, or paver block, or a combination <br />of such materials saw cut to full depth of the rigid base along a neat line with <br />intent to salvage as many special pavement units as possible. <br />2-02.3(7) Salvage <br />(******) <br />Carefully salvage and deliver to the Owner in good condition, all materials of recoverable <br />value taken from the discarded facilities, unless otherwise indicated. Materials and <br />things deemed of no value by the Engineer shall become the Contractor’s property to <br />be removed and properly disposed. <br />Remove excess concrete, debris and dirt from castings and other materials the Engineer <br />designates suitable for salvage and that are not to be re-used elsewhere on the Project. <br />Deliver salvage castings and materials to the location designated by the Engineer. <br />2-02.3(8) Waste Disposal <br />(******) <br />Provide waste site for disposal of materials not required for construction. Arrange waste <br />disposal at no expense to the City. Waste disposal shall meet the requirements of 2- <br />03.3(7)C of the Standard Specifications. <br />Any asbestos-cement material should be handled and abandoned in accordance with <br />requirements specified in 1-07.5(4)C and 2-02.1 and not allowed to dispose off-site. <br />2-02.3(9) Abandon Existing Water Valves In-place <br />(******) <br />Prior to abandoning existing water valves in-place, coordinate with City to have City <br />forces close valve. After City forces verify valve is closed, remove valve box and <br />extension, if any, and backfill with Gravel Borrow as specified in 9-03.14(1). Compact <br />backfill to a minimum of 95 percent maximum density in accordance with 2-03.3(14)D. <br />Provide pavement patch per COE Standard Drawing No. 614 and 326. <br />2-02.4 Vacant <br />Revise 2-02.4 as follows: <br />2.02.4 Measurement <br />Bid items of Work completed pursuant to the Contract Documents will be measured as <br />described in Division B – Bid Item Descriptions of these Special Provisions and Section 1-09 <br />MEASUREMENT AND PAYMENT of the Standard Specifications.
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