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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-152 <br />Category 2: Sensitive information <br />Category 2: For official use only / disclosure permissible by law. <br />Fine grading in fill or backfill areas shall begin within the top six inches of subgrade. Final <br />grading shall produce a uniform surface within established tolerances and without abrupt <br />changes in grade. <br />Construction requirements for pavement patching authorized by Engineer outside of <br />Project limits shall be in accordance with the Section 5-04 and City Standard Drawing <br />No. 326 for existing asphalt concrete over prepared grade. <br />Provide temporary drainage to keep the subgrade free from standing water. <br />Ensure the top six inches of subgrade is free from rocks or cemented lumps larger than <br />2-1/2 inches in greatest dimension. <br />Excavate for curbs and gutters by accurately cutting to the cross-sections, grades, and <br />elevations shown. Take care not to excavate below the specified grades. Maintain all <br />excavations free from accumulation of detrimental quantities of leaves, brush, sticks, <br />trash, and other debris. <br />2-03.3(2) Rock Cuts <br />Delete entire section. <br />2-03.3(3) Excavation Below Subgrade <br />Supplement 2-03.3(3) by adding the following: <br />Proof Rolling: Proof roll subgrade under the roadway with a fully loaded tandem <br />truck following trench backfilling and grading to subgrade to identify soft or loose <br />areas in the subgrade. In areas where the subgrade does not stand up to the proof <br />roll, over excavate the subgrade and replace with imported Foundation Material <br />Class A or B or Gravel Borrow, as determined by the Engineer, to bring the subgrade <br />up to the proper compaction and grade. Compact backfill material in accordance <br />with 2-03.3(3). <br />2-03.3(7) Disposal of Surplus Material <br />2-03.3(7)C Contractor-Provided Disposal Site <br />Delete the first paragraph of 2-03.3(7)C and substitute the following: <br />Make arrangements for disposal of surplus and other materials. All costs for <br />disposal of surplus and other materials shall be included with the respective <br />Bid items of the Contract with no direct compensation being made. <br />Dispose of Asbestos-cement pipe in accordance with the requirements of the <br />State of Washington Department of Ecology and the Snohomish County Solid <br />Waste Division. <br />2-03.4 Measurement <br />Delete all paragraphs under 2-03.4 and substitute the following: <br />Bid items of Work completed pursuant to the Contract Documents will be measured as <br />described in Division B – Bid Items Descriptions and provided in Section 1-09 <br />MEASUREMENT AND PAYMENT of the Standard Specifications. <br />2-03.5 Payment <br />Delete all paragraphs under 2-03.5 and substitute the following: <br />Payment for bid items of Work completed pursuant to the Contract Documents will be <br />as described in Division B – Bid Item Descriptions of these Special Provisions and <br />Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications.
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