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Specifications - City of Montpelier, Vermont

Specifications - City of Montpelier, Vermont

Specifications - City of Montpelier, Vermont

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Per Division II, <strong>Specifications</strong> Section 02511 Hot Mix Asphalt Paving.C. Method <strong>of</strong> Measurement:The quantity <strong>of</strong> Bituminous Concrete Pavement to be measured for payment will be the number <strong>of</strong> tons for alot <strong>of</strong> mixture (each type) complete in place in the accepted work as determined from the weigh tickets.D. Basis <strong>of</strong> Payment:The accepted quantity <strong>of</strong> Bituminous Concrete Pavement will be paid for at the Contract unit price per ton.Payment shall be full compensation for furnishing, mixing, hauling, placing and compacting the materialspecified and for furnishing all labor, tools, equipment and incidentals necessary to complete the work.The cost <strong>of</strong> furnishing testing facilities and supplies at the plant will be considered included in the Contractunit price <strong>of</strong> Bituminous Concrete Pavement.The costs <strong>of</strong> taking cores for acceptance testing and filling the cored holes will be paid for by the Owner.The costs <strong>of</strong> cleaning and filling joints and cracks, sweeping and cleaning existing paved surfaces, theemulsified asphalt applied to tack these surfaces, and tacking <strong>of</strong> manholes, curbing, gutters and othercontact surfaces will not be paid for directly, but will be incidental to this bid item.E. Equipment:Per Division II Specification Section 02511 Hot Mix Asphalt Paving.Items 73 [17] < Temporary PavementA. Description:This item consists <strong>of</strong> furnishing, laying and compacting a 2 inch thick layer <strong>of</strong> VTrans Type III bituminousconcrete pavement on a prepared foundation in accordance with Specification Section 02511, Hot Mix AsphaltPaving and the specific requirements <strong>of</strong> the type <strong>of</strong> surface being placed and in close conformity with the lines,grades thicknesses and typical cross sections shown on the Plans.B. Method <strong>of</strong> Measurement:The quantity <strong>of</strong> Temporary Pavement to be measured for payment will be the number <strong>of</strong> tons for a lot <strong>of</strong> mixture(each type) complete in place in the accepted work as determined from the weigh tickets.C. Basis <strong>of</strong> Payment:The accepted quantity <strong>of</strong> Temporary Pavement will be paid for at the Contract unit price per ton. Payment shallbe full compensation for furnishing, mixing, hauling, placing and compacting the material specified and forfurnishing all labor, tools, equipment including equipment for saw cutting and trimming existing paving;removing and disposing <strong>of</strong> sawn pavement; removing subbase to allow placement <strong>of</strong> bituminous concrete;cleaning existing pavement edges; coating existing pavement edges with emulsified asphalt and furnishing andinstalling temporary bituminous concrete pavement, and all work necessary or incidental to the satisfactorycompletion <strong>of</strong> this item.Item 74^ < Trained FlagpersonA. MeasurementMeasurement shall be on a per hour basis and after acceptance by the <strong>City</strong>/Engineer. Measurement shall bethe actual number <strong>of</strong> hours worked by trained flag persons as directed by the <strong>City</strong>/Engineer. Hours workedby a flag person who stops or delays traffic solely for the Contractors convenience shall not be measured forpayment.B. PaymentPayment shall be made at the contract unit price for the actual number <strong>of</strong> hours furnished by the Contactoras directed by the <strong>City</strong>/engineer, and shall include all costs including salary, radios, flags, stop and slowpaddles, barriers, lights and equipment as required and all incidental and administrative costs.<strong>Montpelier</strong> District Heat SystemPage 68

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