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Item #4 12 Lbs. Pressure <br />Koppers Co., <br />SUMMARY OF ANNUAL MATERIALS BIDS <br />10/5/77 <br />Metals__ , Inc_ <br />Item #1 Type II Asphaltic <br />Dickerson, Inc. <br />12X12X26' @ <br />$800/MBF <br />4X8X12' <br />Concrete Surface <br />500 tons C-0 $17.45 <br />Timber <br />3X10X28' @ <br />$740/MBF <br />Course Material <br />Plus escalator clause <br />$560/MBF <br />4X 8X14' @ <br />Item #2 Spreading Type II <br />Dickerson, Inc. <br />Pan American <br />Engineering <br />16 Ga. <br />Asphaltic Concrete <br />5,000 tons @•$25.25' <br />$31.00 <br />15" <br />$595/MBF <br />Surface Material <br />Plus escalator clause <br />Stone Co. <br />16 <br />4.49 <br />Item #3 Pressure Treated <br />The Langdale Co. <br />Koppers Co., <br />Inc. <br />5.40 <br />Southern Pine <br />Length: 20' $3.00-L.F. <br />Length: 20' <br />$3.55 L.F. <br />" u <br />12" Butt 8" Tip <br />25' 2.85 <br />25' <br />3.43 " <br />Piling • <br />30' 2.75 <br />30' <br />3.10 " <br />35' 2.60 <br />35' <br />3.04 " <br />Item #4 12 Lbs. Pressure <br />Koppers Co., <br />Inc. <br />Thomas <br />Metals__ , Inc_ <br />Florida <br />Treated Southern Pine <br />12X12X26' @ <br />$800/MBF <br />4X8X12' <br />@ <br />$540/MBF Plus escalator clause <br />Timber <br />3X10X28' @ <br />$740/MBF <br />3XBX16' <br />@ <br />$560/MBF <br />4X 8X14' @ <br />$540/MBF <br />4X1OX16' <br />@ <br />$560/MBF <br />16 Ga. <br />12X12X22' @ <br />$735/MBF <br />1OX10X16'@ <br />15" <br />$595/MBF <br />Item #5 Miami Olite Type <br />Dixie Lime & <br />Stone Co. <br />16 <br />4.49 <br />18" <br />Crushed Rock <br />$7.05 Del. Rail Site <br />" <br />5.40 <br />16 " <br />Item #6 Asphalt Coated Steel <br />Palm Beach Tank & <br />Culvert <br />Thomas <br />Metals__ , Inc_ <br />Florida <br />Steel Corp. <br />Corrugated Pipe <br />36" 14 " <br />42" 12 <br />11.86 14 12.89 <br />" �� <br />14 " <br />12.50 <br />18.47 " --- <br />size: 10" <br />16 Ga. $3.09 Per <br />Lin. Ft. <br />--- <br />16 Ga. <br />$4.00 <br />12" <br />16 " 3.30 " <br />" is <br />16 Ga. <br />$3.93 <br />16 <br />3.$1 <br />15" <br />16 " 4.02 " <br />91 so <br />16 to <br />4.64 <br />4.64 <br />16 <br />4.49 <br />18" <br />16 " 5.05 " <br />" is <br />" <br />5.40 <br />16 " <br />5.23 <br />21 " <br />24" <br />16 is It " <br />of <br />" u <br />--- <br />16 ". <br />'6.00 <br />16 <br />6.39 " " Is 16 7.04 <br />16 <br />6.81 <br />30" 14 " <br />9.90 " " 14 10.24, <br />14 <br />9.93 <br />36" 14 " <br />42" 12 <br />11.86 14 12.89 <br />" �� <br />14 " <br />12.50 <br />18.47 " --- <br />12 <br />19.13 <br />I <br />Q <br />a. <br />5 <br />0 <br />0 <br />C�J <br />k <br />