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Faber Construction Corporation 4/23/2025
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Faber Construction Corporation 4/23/2025
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Last modified
4/23/2025 8:13:59 AM
Creation date
4/23/2025 8:00:32 AM
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Contracts
Contractor's Name
Faber Construction Corporation
Approval Date
4/23/2025
Council Approval Date
3/18/2020
End Date
4/30/2026
Department
Public Works
Department Project Manager
Dan Erinco
Subject / Project Title
Beverly Lake Sewer Replacement LS47 Project
Public Works WO Number
3529-21
Tracking Number
0004794
Total Compensation
$2,484,248.53
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 />LS 47 – Beverly Lake Sewer ReplacementDivision B – BID DESCRIPTIONS January 30, 2025 <br />WO No. – UP3529 SP - 10 <br /> <br /> <br />Measurement and payment for Standby Generator – transfer switch, load bank etc. will be <br />on a lump sum basis, complete. <br /> <br />Bid Item 22 - TRENCH EXCAVATION INCLUDING HAUL <br />Measurement and Payment: Unit Price per Cubic Yard <br />The unit price bid per ton for trench excavation including haul shall constitute full <br />compensation for all labor, materials and equipment required to excavate, haul and dispose <br />of trench excavation spoils per Standard Specifications, the Special Provisions and as shown <br />on the Contract Plans. <br /> <br />Measurement for trench excavation including haul shall be limited to maximum excavation <br />widths defined in the work descriptions for other bid items. <br /> <br />Payment for trench excavation including haul will be per cubic yard as recorded on certified <br />tickets per Section 1-09.1 at the unit price for this bid item <br /> <br />Bid Item 23 - TEMP ACCESS PATH AND REMOVAL <br />Measurement and Payment: Unit Price per Ton (TN) <br />Measurement for Temp Access Road and Removal shall be by the ton, recorded on certified <br />weight tickets in accordance with 1-09.2 WEIGHING EQUIPMENT, and placed within the <br />limits of dimensions defined in the Work, descriptions for other bid items, shown on the Plans, <br />or COE Standard Drawings, or as otherwise approved by the Engineer. <br /> <br />Measurement for temp access road shall be limited to maximum limits defined in the work <br />descriptions for other bid items and by engineer. <br /> <br />The unit price per ton, based on certified weight tickets, for gravel borrow shall be full <br />compensation for all labor, materials, tools and equipment necessary to furnish imported <br />aggregate for gravel base (2” to 4” aggregate) per Std Spec 9-03.10 for the temporary access <br />path as shown in the contract documents and as required, from a Contractor-supplied source <br />in accordance with 2-03.3(14)J of the Standard Specifications and these Special Provisions. <br /> <br />A suitable geotextile or geogrid is required to protect the existing grass and shall be <br />considered incidental to Bid Item 23. <br /> <br />The unit price for temp access road (gravel base (4”-minus)) shall include all costs of <br />furnishing, hauling, stockpiling, placing, grading and compacting the material in place. <br /> <br />Payment for temp access road will be by the ton of material placed and approved by the <br />Engineer <br /> <br /> <br />
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