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r� r� �r r� rr rr rr r rr rr rr r r rr rl� I. r� <br /> SUMMARY OF ROADWAY PAY ITEMS <br /> BID <br /> ITEM NO . DESCRIPTION UNIT QUANTITY UNIT PRICE (WORDS ) UNIT TOTAL <br /> PRICE PRICE <br /> 120-6- 1 Embankment CY 9245 . 0 <br /> 160-4 Type B Stabilization 12" SY 27131 .0 <br /> 201 a Ind4 = ( 22, b82r <br /> 285-707 Optional Base Base Group 7 SY 25114 .0ca rr ^/ <br /> ob <br /> 286- 1 -1 Turnout Construction (Asphalt) SY 107 .0 <br /> 4o — 4, 2B6 _ <br /> 286- 1 -2 Turnout Construction Concrete SY 371 .0 <br /> no I 41 - is III — <br /> 331 -2 <br /> Type S Leveling Course (0 . 5" ± AVG TN 6 . 1 <br /> rS <br /> *L sot) t sZ V� � <br /> 331 -72-20 Type S Asphaltic Concrete 2 " SY 453 .0 n <br /> 331 -72-24 Type S Asphaltic Concrete 2 1 /2 " SY 24107 . 0 <br /> � U _ 24 / o ,, � _ <br /> 339- 1 Miscellaneous Asphalt Pavement TN 58. 7 <br /> 425-1 -90Inlet Miami < 10 EA 3 . 0 <br /> 425- 1 -351 —7 Z -- <br /> Inlets ( Curbe - <�l LASOL 24 o v o u <br /> 425- 1 -361 nets ur e - < <br /> ZL *7mr% — l3 31 .� J <br /> nes Ic otom e < <br /> Zclir T%lSftu <br /> 425- 1 -521 <br /> L S2f ' lc. <br /> 430-11 -325 . Conc. Pipe Culv . 18" Storm Sewer LF 429.0 <br /> 430- 11 -329 Conc . Pi e Culv . 24 " Storm Sewer 4` <br /> LF 106 .0 _ <br /> S 3 ZSG l 8 - <br /> 430- 12-344 Conc. Pipe Culv. 66" Cross Drain . LF 247 .0 <br /> Z � q, 40 a <br /> 430-81 -225 Corr. Aluminum Pipe Culvert LF 196 . 0 <br /> ( 18" Storm Sewer) Mo 2. o -- <br /> 430- 144-102 . Elliptical Concrete Pipe Culvert LF 576 . 0 (� <br /> ( 14" x 23" Storm Sewer) 2 $ 2 Z <br /> 40 <br /> 430-200-44 Flared End Section 66" EA 2 . 0 ` <br /> 00 <br /> � C) 0 r � ZbOff J <br /> 430-620-38 CMP Flashboard Riser 36" EA 1 .0 <br /> 5 UQ 2425 24Zs <br /> 430-982-225 Mitered End Section EA 1 .0 ` <br /> ( 18" Cross Drarn ) o d r gj o d r <br /> 03310-4 <br /> F : PublicWorks\CapitalProjects\Oslo-43\BidProposal ADDENDUM #4 <br />