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SECTION — 327 - MILLING OF EXISTING ASPHALTIC PAVEMENT <br />The work specified in this item shall conform to Section 327 of the Florida Department of <br />Transportation Standard Specifications for Road and Bridge Construction (2010). <br />Item of Payment <br />Payment for the work specified in this item shall be made under: <br />Bid Item No. 327-70-1 — Milling Existing Asphalt Pavement (1 Y2"Avg.) — Per <br />Square Yard <br />SECTION — 334 SUPERPAVE ASPHALTIC PAVEMENT <br />The work specified in this item shall conform to Section 337 of the Florida <br />Department of Transportation Standard Specifications for Road and Bridge <br />Construction (2010). <br />Sub article 334-8.1 through 334-8.3 — Basis of Payment shall be deleted in its <br />entirety. <br />Sub article 334-8.4 — Payment shall be amended as follows: <br />Item No. 334-1-13A — Superpave Asphaltic Concrete -1 Y2" SP 9.5 <br />Traffic Level "C" — Per Square Yard. <br />Item No. 334-1-13 — Superpave Asphaltic Concrete — 1 Y2" SP 12.5 <br />Traffic Level "C" — Per Square Yard. <br />SECTION - 425 — INLETS. MANHOLES AND JUNCTION BOXES <br />The work specified in this item shall conform to Section 425 of the Florida Department of <br />Transportation Standard Specifications for Road and Bridge Construction (2010). <br />Item of Payment <br />Payment for the work specified in this item shall be made under: <br />Bid Item 425-6 - Water Valve Box Adjust - Per Each <br />Bid Item 425-6A - Air Release Valve Adjustment - Per Each <br />Bid Item No. 425-1-521 - Inlets (Ditch Bottom) (Type C) (<10') - Per Each <br />SECTION - 520 - CONCRETE CURB AND GUTTER <br />The work specified in this item shall conform to Section 520 of the Florida Department of <br />Transportation Standard Specifications for Road and Bridge Construction (2010). <br />Item of Payment <br />01025-31 Technical Specifications <br />FAPublic Works\ENGINEERING DIVISION PROJECTS\1137-Old Dixie Hwy Resurfacing IRF North Relief Canal to 71st StWdmim\bid <br />documents\Contract Documents\Technical Specifications REVISED.doc <br />