9−18 hauled and stockpiled as required. The individual units shall be trimmed and cut as necessary so that the ends are squared, the joints of the installed curbing or edging are tightly butted and no more than a ½-inch opening shall show at the full width of the top and the top 8-inches of the vertical joint. All curbing or edging shall be thoroughly cleaned prior to resetting. The construction of reset curbing and edging, straight and/or circular, shall conform to the requirements of Subsection 906.03.1 above. The Contractor shall replace with new material any existing curbing or edging that is to be reset which is lost, damaged, or destroyed as a result of either its construction operations or failure to properly store and protect said units, all at no additional cost to the State.
906.04 Method of Measurement.
906.04.1 Granite Curbing. "Granite Curb-Straight" and "Granite Curb-Circular" will be measured
(along the front face of the section at the finished grade elevation) by the number of linear feet of such curbing actually installed in accordance with the Plans and/or as directed by the Engineer. "Granite Curb Corners,” "Granite Curb Transitions,” "Granite Curb Apron Stones,” "Granite Curb Inlet Stones," "Granite Curb Wheelchair Ra mp Transition" and “Grani te Ramp Stones” will be measured by the number of each such units actually installed in accordance with the Plans and/or as directed by the Engineer.
906.04.2 Precast Concrete Curbing. "Precast Concrete Curb-Straight" and "Precast Concrete
Curb-Circular" will be measured (along the front face of the section at the finished grade elevation) by the number of linear feet of such curbing actually installed in accordance with the Plans and/or as directed by the Engineer. "Precast Concrete Curb Corners,” and "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 measured by the number of each such units actually installed in accordance with the Plans and/or as directed by the Engineer.
906.04.3 Bituminous Curbing. "Bituminous Curbing" will be measured (along the front face of the
section at the finished grade elevation) by the num ber of linear feet of such curbing actually installed in accordance with the Plans and/or as directed by the Engineer. Deduction in length will be made for the presence of drainage structures installed along the curbline such as catch basins, drop inlets, etc.
906.04.4 Bituminous Berm. "Bituminous Berm" will be measur ed by the number of linear feet
actually installed in accordance with the Plans and/or as directed by the Engineer.
906.04.5 Remove, Handle, Haul, Trim, and Reset Curbing and Edging, Straight and/or Circular, All Types. "Remove, Handle, Haul, Trim and Re set Curbing and Edging, Straight and/or
Circular, All Types" will be measured (along the front face of the section at the finished grade elevation) by the number of linear feet of such cu rbing reset in accordance with the Plans and/or as directed by the Engineer. "Curb Corners,” "Curb Transitions,” "Apron Stones,” "Inlet Stones,” "Curb Wheelchair Ramp Transition Stones" and “Ramp Stones” will be measured (along the front face of the section at the finished grade elevation) by the number of linear feet of such curbing reset in accordance with the 9−19Plans and/or as directed by the Engineer. Deductions in length will be made for the presence of new drainage structures installed along the curbline such as catch basins, drop inlets, etc.
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