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PROJECT NO. 0706 <br />14A. Milling Asphalt Pavement (1 %") (327-70-6), 2040 square yards at a unit price <br />n (z 0 0-0— /.qY _ <br />$ I(0, Sad, <br />(In Words) <br />15. Superpave Asphaltic Concrete (Traffic B) (334-1-12), 2,673.6 tons at a unit price <br />of $, ti D. /TON oa <br />�.� , 1 -k, -)/A 0orl,�„ 17�1�c�� $ a°Iy c (p, <br />- (In Words) <br />16. Superpave Asphaltic -Concrete (Traffic C) (334-1-13), 93.4 tons at a unit price of <br />$_ ,'e- /TON <br />line- St <br />(In Words) <br />17. Friction Course (FC -12.5) (337-7-7), 202 tons at a unit price of $ ���`� . ETON <br />�wrD �\\QrS $ qn.I <br />(In Words) <br />18. Miscellaneous Asphalt Pavement (339-1-1), 30.0 tons at a unit price of <br />S $— <br />(In Words) <br />19. Class I Concrete (Endwalls) (400-1-2), 4.7 cubic yards at a unit price of <br />cQ�\e �C � ora �� �..r� �-, d r\.a c� ��11_�.�5 , $ S � � ifl ✓ 4 <br />(In Words) <br />�O <br />20. Class l Concrete (Retaining Walls) (400-1-11), 137.5 cubic yards at a unit price of <br />Seo. 9- <br />(In Words) <br />21. Class IV Concrete (Box Culvert) (400-4-1), 229.1 cubic yards at a unit price of <br />J (In Words) <br />00400-5 <br />City of Casselberry— Section Updated 9126107 \� <br />Version 4101 <br />