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* <br />ADDENDUM 1 4/25/19 <br />ITEMIZED BID SCHEDULE <br />��-�' <br />������� ��M�, VERO ESTATES 85th STREET MILLINGS FROM <br />^^~~~-- - NAME; LAKE <br />101st AVENUE TO 96th AVENUE <br />PROJECT NO: \RC4628'B0 NO. 2019012 <br />BIDDER'S NAME: Timothy Rose Contracting . <br />ox"n^���3 <br />64*npyv"^=�,~��!.��'�'���~�^'`",~~^°^"�=~.~�°`,~ <br />��N .~~°�°'~_~~°.=`,..,~_....~....~_. <br />fl <br />' <br />101-1 <br />MOBILIZATION <br />LS <br />�»'1z�'o» <br />1 <br />30,126.00 <br />102-11 <br />MAINTENANCE <br />LS <br />I6On <br />' '00 <br />1 <br />21,600.00 <br />104-1 <br />ARTIFICIAL EROSION <br />`~`^^``~~'`~^--- <br />CONTROL PRODUCTS (JUTE MESH) <br />SY <br />8.50 <br />38 <br />323.00 <br />104-10-3 <br />SEDIMENT BARRIER <br />LF <br />3.00 <br />1.203 <br />3849.00 <br />104'18 <br />INLET PROTECTION SYSTEM <br />EA <br />250'08 <br />14 <br />3500.00 <br />104`20 <br />CHEMICAL TREATMENT -FLOC LOGS, DRUMS <br />EA <br />28 0.00 <br />12 <br />3360.00 <br />110-14 <br />CLEARING &GRUBBING <br />L8 <br />15,490.00 <br />l <br />15/4g0.00 <br />110-7-1 <br />MAILBOX, F&\SINGLE (RGU]CAT|ON) <br />EA <br />150_00 <br />1 <br />150.00 <br />120-1 <br />REGULAR EXCAVATION <br />Cy <br />11.75 <br />6.5.85 <br />77/373'75 <br />120'6 <br />EMBANKMENT <br />CY <br />9.00 <br />402 <br />361800 <br />' <br />160-4 <br />TYPE "B"STABILIZATION (12"8UBGRADELBR4N <br />(ROADWAY) <br />Sy <br />2.75 <br />15.060 <br />41,431.50 <br />284-1 <br />ASPHALT MILLINGS (8" THICK) TW0 LIFTS) <br />8Y <br />7.58 <br />13,980 <br />104/050.00 <br />284-1A <br />ASPHALT MILL!NGS (6' TH1CK) (DRIVEWAYS) <br />SY <br />10'50 <br />71 <br />745.50 <br />425-1-621 <br />INLETS, DTBOT, TYPE C.xi0' <br />EA <br />2000.00 <br />4 <br />8000.0O <br />430'174-215 <br />PIPE CULVERT, 15"SD <br />' <br />(12"X18") (RCP) <br />LF <br />72.0048 <br />]4�b '00 <br />430'175'115 <br />PIPE CULVERT, <br />(STORM)' <br />LF <br />26'00 <br />160 <br />4160.00 <br />480475'118 <br />PIPE CULVERT, ROUND, 18"8/CD(PP)(CLASS ||) <br />(STORM) <br />LF <br />35.00 <br />120 <br />4I00.00 <br />48O`17S'l18A <br />PIPE CULVERT, ROUND, 1O"G/CD(Ck1P) <br />MITERED END SECTION, i5"CD <br />LF <br />EA <br />40.00 <br />125 0.00 <br />40 <br />8 <br />1600.0U <br />10/000.00 <br />480-982-123 <br />430'984-823 <br />MITERED END SECTION, ELUP/ARCH, 15' SD <br />(12'x18") <br />EA <br />0O <br />15 '00 <br />2 <br />3000.0 0 <br />530-1,0 <br />GUARDRAIL -ROADWAY, GENERAULOWSPEED TL -2 <br />LF <br />105'00 <br />300 <br />31/500`0V <br />570'1-2 <br />PERFORMANCE TURF, SOD (BAH|8) <br />SY <br />2.20 <br />21.804 <br />47,968.80 <br />^700-141 <br />SINGLE P0ST SIGN, F&I GROUND MOUNT, <br />UPTO128F <br />AS <br />3I5.80 <br />4 <br />1300.00 <br />700-1-50 <br />SINGLE SIGN POST, RELOCATE <br />AS <br />150''00 <br />28 <br />4200,00 <br />999-1 <br />AS -BUILT DRAWING (BY REGISTERED SURVEYOR) <br />Ls <br />11,000.00 <br />l <br />11,000.00 <br />00310-3 <br />r:11DvmicWommewoINssmxSDIVISION 62.8 -05th tAdmwommRidoocumomawastnoonm" <br />