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I <br /> I1 Prior to final restoration of the pavement, the Contractor shall be responsible for <br /> 2 removing and disposing of temporary pavement patching materials. <br /> 13 <br /> 4 5-06.3(7) Incidental Pavement Patching <br /> 5 <br /> 6 Incidental pavement patching shall be done only at the direction of the Engineer for <br /> ' 7 patching and restoring areas between the back of new sidewalks and adjacent <br /> 8 asphalt driveways, paving ramps at the ends of sidewalks, and gutters that are <br /> 9 adjusted to grade. <br /> 10 <br /> 11 Asphalt for incidental pavement patching shall be HMA Class 1/2" PG 64-22. <br /> 12 <br /> I 13 5-06.4 Measurement <br /> 14 <br /> 15 Measurement of cement concrete pavement patching quantities shall be by the cubic <br /> I 16 yard. Measurement for HMA pavement patch shall be the square yard of patch area. <br /> 17 Measurement for temporary MC 250 pavement patching and incidental asphalt shall be <br /> 18 by the ton. <br /> I 19 <br /> 20 Measurement for Crushed Surfacing Top Course shall be by the ton. <br /> 21 <br /> I 22 5-06.5 Payment <br /> 23 <br /> 24 Compensation for the cost associated with completing the work as described in Sections <br /> I 25 5-04, 5-05 and 5-06 will be made at the unit contract prices bid for the pay items listed <br /> 26 below: <br /> 27 <br /> 28 "Cement Concrete Class 4000, HES, Pavement Patch", per ton, or per cubic yard <br /> I 29 "HMA Class 1/2" PG 64-22, Pavement Patch", per ton or per cubic yard <br /> 30 "Temporary MC 250, Pavement Patch", per ton or per cubic yard <br /> 31 <br /> I 32 The unit contract price bid for pavement patching of the type required shall be limited to <br /> 33 the actual quantities used and shall include the costs for all work described herein and <br /> 34 not otherwise provided for in this section. Labor and materials required to install joints <br /> I 35 and joint materials shall be incidental. Payment for "Temporary MC 250, Pavement <br /> 36 Patch" shall include reimbursement for removal and disposal of temporary patch <br /> 37 materials prior to final patching. <br /> I 38 <br /> 39 The costs of additional MC 250 and crushed surfacing material required to maintain temporary <br /> 40 pavement patches after the initial installation shall be borne by the Contractor. <br /> I 41 <br /> 42 Payment for imported backfill shall be paid separately by the appropriate bid items. <br /> 43 <br /> 44 If a separate bid item is not provided for tack coat CSS-1, this work shall be considered <br /> I <br /> 45 incidental to the available bid items for patching. <br /> 46 <br /> 47 <br /> I 48 <br /> 49 END DIVISION5,RI= <br /> 50 <br /> I51 <br /> I N. BROADWAY TRANSIT IMPROVEMENT PROJECT <br /> STATE FUND#GCB2316; COE WO#3644 107 August 8, 2018 <br />