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CITY OF EVERETT SPECIAL PROVISIONS <br /> Measurement and payment shall be per each bypass structure installed as measured upon <br /> completion. <br /> Bid Item 38 - Cement Concrete Pavement Base Type III (H.E.S.) for Trench Patch <br /> Measurement and Payment: Unit Price per Square Yard. <br /> Measurement for Cement Concrete Pavement Base Type III (H.E.S.) shall be per square <br /> yard as delineated by the Contractor and approved by the Inspector. <br /> The unit price per square yard for Cement Concrete Pavement Base, Type III (H.E.S), <br /> regardless of thickness, shall be full compensation for all materials, tools, labor and <br /> equipment necessary to complete the Work in accordance with the Plans, Section 5 of the <br /> Standard Specifications and 5-06.3(2) and 5-06.3(3) of these Special Provisions, including <br /> matching existing surface pattern(s). <br /> Placement of through joints and dummy joints to match existing or as directed by the <br /> Engineer, and placement of approved curing compound is to be included in this bid item <br /> with no direct compensation made. Crushed surfacing base course will be measured and <br /> paid separately. <br /> Bid Item 39 - Planing Bituminous Pavement (2" deep) <br /> Measurement and Payment: Unit Price per Square Yard <br /> Measurement for Planing Bituminous Pavement (2" deep) shall be per square yard. <br /> The unit price per square yard for Planing Bituminous Pavement (2" deep) shall be full <br /> compensation for all costs incurred to perform the work described in Section 5-04.3(14). <br /> Bid Item 40 - HMA, CL 1/2" PG 64-22 for Permanent Trench Patch <br /> Measurement and Payment: Unit Price per Ton <br /> Measurement for HMA, CL 1/2" PG 64-22 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, or as otherwise approved by the Engineer. The <br /> measurement and payment limits for measuring the width of this bid item shall not exceed <br /> the saw-cut limits shown on the Drawings. No deduction will be made for the weight of <br /> 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, and perform density tests on multiple lifts of <br /> HMA— CL 1/2" PG 64-22 pavement in trench patches Crushed surfacing will be measured <br /> and paid separately. <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 /> 111 <br /> the HMA with no direct compensation made. <br /> Bid Item 41 - HMA, CL 1/2" PG 64-22 for Overlay <br /> Measurement and Payment: Unit Price per Ton <br /> Measurement for HMA, CL 1/2" PG 64-22 shall be by the ton, recorded on certified weight <br /> tickets in accordance with 1-09.2 WEIGHING EQUIPMENT for HMA placed as asphalt <br /> overlay within the planing limits defined in the Work or shown on the Plans, Standard <br /> Specifications, Section 5-06 of these Special Provisions, or as otherwise approved by the <br /> North Wetmore Stormwater Separation February, 2018 <br /> WO No—UP3659 Division B—BID ITEM DESCRIPTIONS <br /> SP-12 ' <br />