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be made for base thickness in excess of the specified thickness <br /> 3 . Be Payment shall be made under: <br /> Item No . 285-704 - Optional Base Group 4 (8 " ) - Square Yard <br /> Item No . 285-706 - Optional Base Group 6 (8 " ) - Square Yard <br /> ITEM 334 ASPHALTIC CONCRETE <br /> A . Sub-article 334-8 . 1 is modified by the addition of the following : <br /> The pay adjustmentwill be computed by multiplying a Composite Pay Factorforthe <br /> LOT by the bid price per square yard . <br /> Sub-article 334-8 . 3 is modified by the addition of the following : <br /> The pay adjustment shall be computed by multiplying a Composite Pay Factor for <br /> the LOT by the bid price per square yard <br /> Be Payment shall be made under: <br /> Item No . 334- 1 - 13 — Superpave Asphaltic Concrete- 1 Y2 " , SP 12 . 5 — Square <br /> Yard . <br /> Item No . 337 -7-32 — Superpave Asphaltic Concrete- 1 " , SP 9 . 5 — Square Yard . <br /> ITEM 327 MILLING EXISTING ASPHALTIC CONCRETE <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 (Latest Edition ) . <br /> Item of Payment <br /> Payment for the work specified in this item shall be made under: <br /> Bid Item No . 327-70 — Milling Existing Asphalt Pavement — Square Yard <br /> ITEM 327 EXISTING ASPHALT REMOVAL <br /> The work specified in this item shall conform to Section 110 of the Florida Department of <br /> Transportation Standard Specifications for Road and Bridge Construction ( Latest Edition ) . <br /> 01025- 15 Technical Specifications <br /> F:\Engineering\Capital Projects\0803 17th Lane SW Roadway Improvements from 27th Ave to approx. 900 LF east of 27th Ave\0803 <br /> Contract Documents\Technical Specifications .doc <br />