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CITY OF EVERETT SPECIAL PROVISIONS
<br />Water Main Replacement “Y” – Ph 2 Div B – BID ITEM DESCRIPTIONS
<br />Work Order No. UP 3814 SP-24
<br />Category 2: Sensitive information
<br />Category 2: For official use only / disclosure permissible by law.
<br />The unit price per lineal foot for the final saw-cutting of concrete curb and gutter, sidewalk, and
<br />driveway shall be full compensation for all labor, material, tools, and equipment necessary to
<br />satisfactorily complete the Work as specified in Section 2-02.3(3) of these Special Provisions and
<br />as shown on the Plans. The unit price per lineal foot for the final saw-cutting of concrete curb and
<br />gutter, sidewalk, and driveway includes, but is not limited to, the saw-cutting necessary for the final
<br />joint between existing concrete sidewalk, driveway, or curb and permanent concrete repair.
<br />Include cost of cleanup by vacuum collection and disposal of the cuttings slurry with this bid item
<br />as there will be no separate payment for cleanup.
<br /> Foundation Material, Class A or B
<br />Specification Section 2-03
<br />Measurement and Payment: Unit Price per Ton (TON)
<br />Measurement for Foundation Material, Class A or B shall be by the ton, recorded on certified weight
<br />tickets in accordance with 1-09.2 WEIGHING EQUIPMENT, and placed within the limits of
<br />dimensions defined in the Work, descriptions for other bid items, shown on the Plans, or COE
<br />Standard Drawings, or as otherwise approved by the Engineer.
<br />The unit price bid per ton shall constitute full compensation for all labor, tools, materials, and
<br />equipment required to furnish, place, and compact foundation material as specified in the Standard
<br />Specifications, these Special Provisions and as shown on COE Standard Drawing No. 614.
<br />The unit price for this bid item includes all costs for dewatering and over-excavation, removal, haul,
<br />and disposal of unsuitable subgrade material below the pipe zone or roadway subgrade.
<br /> Gravel Borrow Incl. Haul
<br />Specification Section 2-03
<br />Measurement and Payment: Unit Price per Ton (TON)
<br />Measurement for Gravel Borrow shall be by the ton, recorded on certified weight tickets in
<br />accordance with 1-09.2 WEIGHING EQUIPMENT, and placed within the limits of dimensions
<br />defined in the Work, descriptions for other bid items, shown on the Plans, or COE Standard
<br />Drawings, or as otherwise approved by the Engineer.
<br />Gravel borrow shall be limited to maximum trench widths defined in the work descriptions for other
<br />bid items.
<br />The unit price per ton, based on certified weight tickets, for gravel borrow shall be full compensation
<br />for all labor, material, tools and equipment necessary to furnish imported gravel borrow for trench
<br />backfill where Engineer has determined native soils are not suitable for backfill, and other Work as
<br />required, from a Contractor-supplied source in accordance with 2-03.3(14)J of the Standard
<br />Specifications and these Special Provisions.
<br />The unit price for gravel borrow shall include all costs of furnishing, hauling, stockpiling, placing,
<br />grading, and compacting the material in place.
<br />The unit price for this bid item includes all costs for removing, loading, and disposing of displaced
<br />unsuitable material, including haul.
<br /> Work Access – Bridge 645W Water Line and Supports
<br />Specification Section 6-01
<br />Measurement and Payment: Lump Sum (LS)
<br />Measurement for Work Access – Bridge 645W Water Line and Supports shall be as follows:
<br />October 2025
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