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120-12 Method of Measurement. 120-12.1 Excavation: Excavation will be paid for by volume, in cubic yards, calculated by the method of average end areas, unless the Engineer determines that another method of calculation will provide a more accurate result. The material will be measured in its original position by field survey or by photogrammetric means as designated by the Engineer. Measurement for payment will include the excavation of unsuitable material, lateral ditch excavation, channel excavation, and excavation for structures and pipe. Payment will not be made for excavation or embankment beyond the limits shown in the plans or authorized by the Engineer. 120-12.2 Embankment: Measurement will be made on a loose volume basis, as measured in trucks or other hauling equipment at the point of dumping on the road. Payment will not be made for embankment beyond the limits shown in the plans or authorized by the Engineer. 120-13 Basis of Payment. 120-13.1 General: Prices and payments for the work items included in this Section will be full compensation for all work described herein, including excavating, dredging, hauling, placing, and compacting; dressing the surface of the earthwork; and maintaining and protecting the complete earthwork. 120-13.2 Excavation: The total quantity of all excavation specified under this Section will be paid for at the Contract unit price for Excavation. No payment will be made for the excavation of any materials which are used for purposes other than those shown in the plans or designated by the Engineer. No payment will be made for materials excavated outside the lines and grades given by the Engineer, unless specifically authorized by the Engineer. 120-13.3 Embankment: The total quantity of embankment specified in this Section will be paid for at the Contract unit price for embankment. No payment will be made for materials which are used for purposes other than those shown in the plans or designated by the Engineer. No payment will be made for materials placed outside the lines and grades given by the Engineer. Item of Payment Payment for the work specified in this item shall be made under: Bid Item No. 120-1 — Regular Excavation — Per Cubic Yard Bid Item No. 120-6 — Embankment (Compacted in Place) — Per Cubic Yard SECTION 286 — TURNOUT CONSTRUCTION The work specified in this item shall conform to Section 286 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2013). Item of Payment Payment shall be made under: Bid Item No. 286-1— Turnouts and Drives (6" Thick Conc.) — Per Square Yard 01025-35 Technical Specifications FAPublic Works\ENGINEERING DIVISION PROJECTS\08458-Old Dixie Hwy Sidewalk(38th Ln-45th St)\Admim\bid documents\Master Contract Documents\Technical Specifications.doc