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4D 170-13 Basis of Payment Work and incidental casts specified as being covered under this Section will be paid for at the contract unit price for quantities satisfactorily completed and accepted. The pay quantity shall be the plan quantity provided that excavation and embankment is accomplished in substantial compliance with plan dimensions Excavation shall include stockpiling the excavated material and grading of the excavated area. Payment shall be made under: Item No. 120-1 - Regular Excavation - Per Cubic Yard Item No, 120-2-1 - Borrow Excavation (Fish Pond) - Per Cubic. Yard Embankment shall include the loading, transporting, compacting, and grading of the filled area. Payment shall be made cinder: Item No. 120-6 - Embankment Per Cubic Yard The above prices end payments shall constitute full compensation for all work described in Section 120. There will be no separate payment for additional requirements of Section 120. SECTION 160 - STABILIZING 160-1 Description The work specified in this section shall conform to Section 160 of the F.D.O.T.S.S.. The volume of soil required is included in the excavation and embankment quantities. This item is for the necessary amendments and working of the soil to prepare a suitable stabilized subgrade. 160-10 Basis of Payment Work and incidental costs specified as being covered under this Section will be paid for at the contract unit price per square yard satisfactorily completed and accepted. Payment shall be made under: Item No, 160-5 Type C Stabilization (6") - Per Square Yard Item No. 1601-5 - Type C Stabilization (12") - Per Square Yard SECTION 162 -TOPSOIL 162-1 Description The work specified in this section shall conform to Section 162 of the F.D.O.T.S.S.. The volume of soil required is included in the excavation and embankment quantities. This TECHNICAL SPECIFICATIONS 3