906.05BASIS OF PAYMENT

906.05 Basis of Payment.

906.05.1 Granite Curbing. The accepted quantities of "Granite Curb-Straight" and "Granite Curb-

Circular" will be paid for at their respective contract unit prices per linear foot as listed in the Proposal. The accepted quantities of "Granite Curb Corners,” "Granite Curb Transitions,” "Granite Curb Apron Stones.” "Granite Curb Inlet Stones,” "Granite Curb Wheelchair Ramp Transition Stones" and “Granite Ramp Stones” will be paid for at their respective contract unit prices per each as listed in the Proposal. The prices so-stated constitute full and complete compensation for all labor, materials and equipment, including excavation, joints, gravel borrow subbase course including compaction and trimming and fine grading unless otherwise noted, backfilling, compacting, and all incidentals required to finish the work, complete and accepted by the Engineer. The following work will paid for separately under appropriate work items: saw-cutting, the removal and disposal of existing pavements, both rigid and flexible, and sidewalks.

906.05.2 Precast Concrete Curbing. The accepted quantities of "Precast Concrete Curb-

Straight" and "Precast Concrete Curb-Circular" will be paid for at their respective contract unit prices per linear foot as listed in the Proposal. The accepted quantities of "Precast Concrete Curb Corners,” "Precast Concrete Curb Transitions,” "Precast Concrete Curb Apron Stones,” "Precast Concrete Curb Inlet Stones,” "Precast Concrete Curb Wheelchair Ramp Transition Stones" and “Precast Concrete Ramp Stones” will be paid for at their respective contract unit prices per each as listed in the Proposal. The prices so-stated constitute full and complete compensation for all labor, materials and equipment, including excavation, joints, gravel borrow subbase course including compaction and trimming and fine grading unless otherwise noted, backfilling, compacting, and all incidentals required to finish the work, complete and accepted by the Engineer. The following work will paid for separately under appropriate work items: saw-cutting, the removal and disposal of existing pavements, both rigid and flexible, and sidewalks.

906.05.3 Bituminous Curbing. The accepted quantity of "Bituminous Curbing" will be paid for at

the contract unit price per linear foot as listed in the Proposal. The prices so-stated constitute full and complete compensation for all labor, materials and equipment, including excavation, joints, gravel borrow subbase course including compaction and trimming and fine grading unless otherwise noted, backfilling, compacting, and all incidentals required to finish the work, complete and accepted by the Engineer. The following work will be paid for separately under appropriate work items: saw cutting, the removal and disposal of existing pavements, both rigid and flexible, and sidewalks.

906.05.4 Bituminous Berm. The accepted quantity of "Bituminous Berm" will be paid for at the

contract unit price per linear foot as listed in the Proposal. However, the quantity of bituminous 9−20 material used in the berm is not included in this contract unit price, but rather is included in the unit price listed for Class I-1, Bituminous Concrete Pavement. The unit price for Bituminous Berm includes all preparatory items required for proper placement of the berm, including saw cutting; brooming and cleaning; bituminous tack coat; placement and compaction of the berm; sealing of the joints; and all incidentals necessary to finish the work, complete and accepted by the Engineer.

906.05.5 Remove, Handle, Haul, Trim and Reset Curbing and Edging, Straight and/or

Circular, All Types. The accepted quantities of "Remove, Handle, Haul, Trim and Reset Curbing and Edging, Straight and/or Circular, All Types,” for each kind and type specified, will be paid for at the respective contract unit prices per linear foot as listed in the Proposal. The prices so-stated constitute full and complete compensation for all labor, materials, and equipment, including removal and disposal of existing pavement structure, excavation for removal and setting unless otherwise noted that resetting excavation is to be paid for separately, all handling, hauling and stockpiling, cleaning all sections to be reset, cutting and trimming as necessary to provide the maximum ½-inch opening across the top and down the front of the curbing, gravel borrow subbase course including compaction and trimming and fine grading unless otherwise noted, the resetting of the curbing or edging to line and grade, backfilling, compacting, and all incidentals required to finish the work, complete in place and accepted by the Engineer. Saw cutting, replacement concrete base, and any concrete required between the reset curbing or edging and the existing pavement struct ure will be paid for separ ately under appropriate work items. SECTION 907 DUST CONTROL

907.01 DESCRIPTION . This work consists of furnishing and applying water and/or calcium

chloride to reduce dust nuisance and hazard within the project limits as directed by the Engineer, all in accordance with these Specifications. 907.02 MATERIALS. 907.02.1 General. Water used for dust control shall be fresh and free from injurious amounts of oil, acid, salt, alkali, organic matter, or other deleterious substances. 907.02.2 Calcium Chloride. Calcium chloride used for dust control shall conform to the requirements of Subsection M.10.02 of these Specifications.

907.03 CONSTRUCTION METHODS. 907.03.1 Water. The Contractor will be required to sprinkle with water such sections of the

subgrade and slopes as the Engineer may designate. An average application of one gallon of water per square yard of exposed area should be considered for each treatment. The exact number of applications and amount of water us ed shall be based upon field and weather conditions. The application and amount of water shall be as directed by the Engineer.