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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 - 22 <br /> <br />Bid Item 44 - HMA, SURFACING ROW <br />Measurement and Payment: Unit Price per Ton (TN) <br />Measurement for HMA, SURFACING ROW shall be by the ton, recorded on certified weight <br />tickets in accordance with 1-09.2 WEIGHING EQUIPMENT for HMA placed within the limits <br />of dimensions defined in the Work or shown on the Plans, Standard Specifications, Section <br />5-06 of these Special Provisions, Standard Plan 302, or as otherwise approved by the <br />Engineer. The measurement and payment limits for measuring the width of this bid item shall <br />not exceed the saw-cut limits shown on the Drawings. No deduction will be made for the <br />weight of asphalt binder, blending sand, mineral filler, or other component of the mixture. <br />The unit price for this bid item shall include all labor, materials, equipment and related work <br />necessary to furnish, machine-place, compact, roll and perform density tests on multiple lifts <br />of HMA – CL ½” PG 64-22 pavement including parking lots, streets, alleys, and street <br />crossings, as shown on the Plans. <br />Furnishing and applying tack coat, prime coat, joint seal and crack sealing asphalt is to be <br />included in this bid item with no direct compensation made. All costs for “Anti Stripping <br />Additive” and “Compaction Adjustment” shall be included in the unit contract price per ton of <br />the HMA with no direct compensation made. <br /> <br />Bid Item 45 - PLANING BITUMINOUS PAVEMENT (2" DEEP) <br />Measurement and Payment: Unit Price per Square Yard (SY) <br />Measurement for Planing Bituminous Pavement (2” Deep) shall be per square yard as <br />delineated by the Contractor and approved by the Inspector. The unit price for this bid item <br />shall be full payment for all costs incurred to perform the Work described in Section 5- <br />04.3(14), to complete the work in accordance with the Plans, COE Standard Drawings, <br />Standard Specifications and these Special Provisions. <br /> <br />Measurement and payment for the Planing Bituminous Pavement (2” Deep) shall be per Square <br />Yard (SY), complete. <br /> <br />Bid Item 46 - CONCRETE CURB AND GUTTER (TYPE A-1) <br /> Measurement and Payment: Unit Price per Linear Foot The unit contract price for CONCRETE CURB AND GUTTER (TYPE A-1) per linear foot shall be full compensation for all labor, material, tools, and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications, Standard Drawings, these Specifications and as shown on the Contract Plans. <br /> The installation of CONCRETE CURB AND GUTTER (TYPE A-1) shall include, but is not limited to, the following: finish grading, base surfacing, compaction, formwork, concrete, expansion joint material, cleanup, and other miscellaneous and appurtenant work. <br /> <br />Measurement for CONCRETE CURB AND GUTTER (TYPE A-1) shall be per linear foot <br />as delineated by the Contractor and approved by the Inspector. <br /> <br /> <br />