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BID SUMMARY OF ROADWAY pqy NEMS <br /> ITEM NO. DESCRIPTION <br /> 120-6- 1UNIT QUANTITY <br /> Embankment UNIT PRICE <br /> Cy 9245 . 0 (WORDS) UNIT <br /> 160-4 T e B Stabilization 12" PRICE TOTAL <br /> 285- 707 27131 . 0 <br /> PRICE <br /> O tional Base Base Grou 7 Sy <br /> Sy 25114. 0 <br /> 286- 1 - 1 Turnout Construction As halt <br /> Sy 107. 0 <br /> 286- 1 '2 Turnout Construction Concrete <br /> 331 -2 Sy 371 . 0 <br /> T e S Levelin Course 0. 5" + AVG TN <br /> 331 -72.20 T 6. 1 <br /> e S As haltic Concrete 2" <br /> Sy 453 . 0 <br /> 331 -72-24 T e S As haltic Concrete 2 112" Sy <br /> 339- 124107. 0 <br /> Miscellaneous As halt Pavement <br /> TN 58 . 7 <br /> 425- 1 -90 Inlet Miami < 10 <br /> - <br /> n ets ur e - < EA 3. 0 <br /> n ets ur e - < <br /> n ets Itc ottom e < <br /> 430- 11 -325 Conc. Pi e Culv. 18 " Storm Sewer LF <br /> 430- 11 -329429. 0 <br /> Conc. Pi e Culv. 24" Storm Sewer LF <br /> 430- 12-344 106 . 0 <br /> Conc. Pi e Culv. 66" Cross Drain LF <br /> 430-81 -225Corr247. 0 <br /> . Aluminum Pi a Culvert <br /> ( 18 " Storm Sewer) LF 196. 0 <br /> 430- 144- 102 Elli tical Concrete Pi e Culvert <br /> ( 14" x 23 " Storm Sewer) LF 576.0 <br /> 430-200-44 Flared End Section 66" <br /> EA 2. 0 <br /> 430-620-38 CMP Flashboard Riser 36" <br /> EA 1 . 0 <br /> 430-982-225 Mitered End Section <br /> ( 18" Cross Drain) EA 1 . 0 <br /> 03310-4 <br /> F: Pub"cworkslCaPitalProjectsloslo431BIdProposal <br /> M END r 001 WIN 001 ON, 001 r END ON1 001 <br />