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May 25, 1999 <br />BI 1(TI:N� <br />W DCSCRI-PT101�I <br />UtT1T <br />UAN I`ITY <br />AIIIUCJNT <br />15 <br />Stabilization, Type "C" (G" thick) <br />SY <br />1,810 <br />D ss <br />16 <br />Type "C" Inlet <br />EA <br />I <br />t 307 <br />17 <br />12" x 18" Reinforced Concrete Pipe (RCP) <br />Lf <br />18 <br />12" x I8" RCF Mitered End Section <br />CA. <br />1 <br />70 7 <br />19 <br />Grading, Excavation and Embankment <br />LS <br />1 <br />-7 0 <br />20 <br />Sodding; <br />SY <br />2,100 <br />21 <br />Bermuda Seed (20%) <br />SY <br />300 <br />D { <br />22 <br />Pensacola Seed (80%) <br />SY <br />1,200 <br />SS 0 <br />23 <br />Erosion and Water Pollution Control <br />LS <br />1 <br />l D <br />24 <br />Sand Cement Rip Rap Bags (furnish and <br />I;A <br />_ 90 <br />C� <br />install) <br />TOTAL 13ASE DID <br />�. (-109 <br />BID _+ LTERNATIY1;S <br />1 * ° <br />Asphaltic Concrete (Type S-1) (15'11' thick) <br />SY <br />730 <br />9'7 Z 3 <br />IA ** <br />Limerock Base (8" thick) <br />SY <br />730 <br />} q It <br />113 °° <br />Stabilized Subgrade (G" thick) <br />SY <br />820 <br />Cf l <br />2 <br />Provide "Rafter Tails" at all structures <br />LS <br />l <br />rte' <br />TOTAL BASE BI 1) ANI) A LTERNATE BID <br />Demolition of existing restroom by owner. <br />Q>sa7�7 <br />' * Includes cost of any Grading, Mobili7,t ion, MPOT or Erosion and Water Pollution Control <br />required for this additional work. <br />UP 4 <br />