351 The cost of copper, copper -nickel alloy or other type of flashing, expansion joint filler, preformed joint filler, concrete bearing pads, dra in pipes for weep drains through abutments, wings and walls or bridge floors, unless otherwise specified, shall be included in the unit prices bid for the several classes of concrete. All costs associated with the revised mix design and proportions shall be in the unit price bid for the class of concrete designated as modified . All costs associated with architectural formwork shall be in the unit price bid for the class of concrete designated as architectural . No deductions will be made for the volume oc cupied by the architectural formwork. The quantity of work done under line items subsection 603.13.3 will include preparation and application of concrete protective coating to all exposed surfaces of special bridge railing, outside face of exterior prestr essed girders, exposed portion of abutments, wingwalls and piers. The area to be coated will be measured on a square foot basis.
601.15 Basis of Payment :
601.15.1 General: The quantities, determined as provided above, will be paid for at the
contract unit prices bid or at the adjusted percent of contract price as specified for the items listed below, which prices and payments shall be full compensation for furnishing all t he materials and doing all the work prescribed in a workmanlike and acceptable manner, including all labor, tools, equipment, joint filler, field laboratory, supplies and incidentals necessary to complete the work. The cost of stay-in-place fabricated me tal forms and all work associated therewith shall be included in the unit price bid for concrete placed as the bridge deck. The amount of concrete required to fill the form flutes is included in the plan quantity of the concrete bridge deck material, and shall be paid for per Section 601 of the Specifications. The quantities determined as provided above, complete in place, will be paid under item 601019 -* concrete protective coatings on a square foot basis. No additional payment will be allowed for con creting under adverse weather conditions nor when the use of a higher class concrete than that specified is permitted.
601.15.2 Price Adjustments: The Contractor will be assessed equitable deductions of
twenty -five dollars ($25.00) per square foot for areas of bridge decks not meeting the specified ⅛ inch tolerance and not specified to be removed nor directed to be ground, and for any areas that have been ground but do not meet the specified tolerance. Deviations will be tested with a ten (10) foot rolling straightedge or using certified inertial profiler and operator (See Section 720.2). Inertial profiler data will be analyzed by using the rolling straight edge simulation on ProVal Software. Concrete not found in compliance with the requirem ents of subsection 601.4.4 for compressive strength will be paid for at a reduced contract price in accordance with the following formula: