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** ADDENDUM #2 11 -19-2012 <br /> ITEMIZED BID SCHEDULE * ADDENDUM #1 11 .9-2012 <br /> PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) <br /> IRC PROJECT NOJBID NO. : 0545/2013008 <br /> BIDDER'S NAME: <br /> Y <br /> Unit .sem - Unit.Price ` AmDY1K <br /> FROM STA 219+40 TO STA 245+90 (0545B <br /> 108-2 SURVEY CONTROL INSTALURE-ESTABLISH 1 LS <br /> 108-3 N . P . D . E. S . PERMITTING 1 LS <br /> 110- 1 -1 CLEARING & GRUBBING 16. 8 ACRES 1 LS <br /> ** 110-6 PLUGGING 4" WATER WELL DEPTH UNKNOWN 1 EA <br /> 110-7- 1 MAILBOX (F& I) (SINGLE 3 EA <br /> 120A EXCAVATION REGULAR 4,776 CY <br /> 120-6 EMBANKMENT, COMPACTED IN PLACE 40,681 CY <br /> 1604 TYPE B STABILIZATION - 12" SUBGRADE LBR 40 37,405 SY <br /> 285-706 8" OPTIONAL BASE GROUP 6 O LIFTS 10, 900 SY <br /> 285-709 10" OPTIONAL BASE GROUP 9 O LIFTS 21 , 600 SY <br /> 286-2 TURNOUT CONSTRUCTION - ASPHALT mmm 217 SY mmwwww <br /> 327-70- 1 MILLING EXISTING ASPHALT PAVEMENT 1 .25" AVG . 800 SY <br /> SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP- 12 . 5) <br /> 3341 - 13A 1 . 75" 33,300 SY <br /> SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP-9 . 5) <br /> 334A A 3C 1 . 25" 32, 500 SY <br /> 3391 MISCELLANEOUS ASPHALT PAVEMENT 4 TN <br /> 400-2-2 CONCRETE , CLASS II , ENDWALL 52 CY <br /> 4151 -3 REINFORCING STEEL ENDWALL 4,885 LB <br /> 425- 1 -351 INLETS , CURB , TYPE "P-501, < 10' 7 EA <br /> 425- 1 -361 INLETS , CURB , TYPE "P-611, < 10' 8 EA <br /> 425- 1 -451 INLETS , CURB , TYPE "J-51', < 10' 1 EA <br /> 425- 1459 INLETS, CURB , TYPE (SPECIAL) 1 EA <br /> 425- 1 -521 INLETS , DITCH BOTTOM PE "C" , < 10' 11 EA <br /> 425-2-61 MANHOLE PE P-8 < 10' mmmmwwwmmm1 EA mmmmmmmmm <br /> 425-3-81 JUNCTION BOX DRAINAGE SPECIAL < 10' 1 EA mmmwwmww <br /> 430A75- 118A IPIPE CULVERT, RCP , ROUND 18" S/CD 11406 LF <br /> 00310-18 <br /> PkiDubGc WorksIENGINEERING DIVISION PROJECTSt0545.66Th Ave SR60 to 57th8t (Arcadis)tAdmim\Bid DDwments\Addendum #2\1temaed Bid Schedule-0545 ADD2.xls <br />