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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 />