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° <br />iTEMVED BID SCHEDULE <br />* <br />PROJECT NAME:OLD DIXIE HIGHWAYAND HIGHLAND DRIVE INTERSECTION IMPROVEMENTS <br />PROJECT NO, IRC -1362 BID NO. 2019025 <br />Timothy Rose Contracting <br />BIDDER'S NAME: <br />_m___-__ <br />-__~.~.__onMIX_-NIRMArtMINMOMM <br />US <br />18,uon.00 <br />1 <br />18000�nu <br />' <br />1O1101-1MOBILIZATIONN <br />102-1 <br />MAINTENANCE OF TRAFFIC <br />LS <br />27,000.00 <br />27,000.00 <br />104'1 <br />SEDIMENT SEGRAVEL BAGS; ETCj <br />CLEARING AND GRUBBING (INCLUDING TREES) <br />LG <br />LS <br />SY <br />4800.00 <br />4800.0o <br />9.00 <br />1 <br />75 <br />4Doo�oo <br />43uo�on <br />675.00 <br />110-1'1 <br />11C -4-/O <br />REMOVAL OF EXISI1NG CONGRETE PAVEMENT <br />120-1 <br />REGULAR EXCAVATION (INOLUDING EXFILTRATION TRENCH AND <br />HAUL OFF) <br />FULL DEPTH ASPHALT REMOVAL AND BASE MGDIFICATION <br />(INCLUDES TEST1NGAND EMULSIFIER IF NEEDED) <br />CY <br />8Y <br />SY <br />26.00 <br />29.00 <br />26.00 <br />157 <br />1.948 <br />127 <br />� <br />408200 <br />44'804.00 <br />]Joz�o» <br />283-7 <br />206'706 <br />OPTIONAL BASE, GROUP 06 <br />286'2 <br />TURNOUT CONSTRUCTION <br />SY <br />38.00 <br />102 <br />3876.00 <br />334-1-13 <br />SUPERPAVEASPHALT C0NKETETRAFFIC C(SP12.5.1'1C2"LIFT) <br />TN <br />TN <br />CY <br />145.00 <br />185.o» <br />� <br />/z0000 <br />185 <br />123 <br />1 <br />26'825.00 <br />22'755.00 <br />1200.00 <br />337-7-82 <br />ASPHALT CONRETEFRICTION COURSE TRAFFIC C(FC9.5.1^LIFT) <br />400-1 <br />CONCRETE FLUME <br />425'1'551 <br />INLET, DITCH BOTTOM, TYPE e.4110' <br />EA 3090.00 <br />4 <br />12,384.00 <br />425'1-701 <br />INLET, GUTTER, TYPE S, <10' EA 4116'00 <br />2 <br />8232.00 <br />426-2-41 <br />MANHOLE, P-7, <10' EA 2636.00 <br />1 <br />2636.00 <br />425-6 <br />55ooo <br />ADJUST \x\LVEBOX <br />2 <br />1100.00 <br />430-175'212 <br />PIPE CULVERT OPTIONAL MATERIAL, 12" ROP 37.00 <br />135 <br />4995.0« <br />430-176-218 <br />PIPE CULVERT OPTIONAL MATER!AL, 14"x23" ERCP (SLOTTED <br />AND NON SLOTTED) 65.88372 <br />24,507.36 <br />430'904'625 <br />1500.00 <br />MITERED END SECTION EA <br />5 <br />7500.00 <br />434-1 <br />100.00 <br />UNDERGROUND EXF|LTR/��|ONSTORAGE (|NCLFILTER FABRIC CY <br />93 <br />14�8000 <br />' � <br />520-1'10 <br />CONCRETE CURB AND GUTTER, TYPE F <br />11 <br />III <br />III520-3 <br />��� <br />SF <br />J1.»o <br />39'00 <br />186 <br />75 <br />5766.00 <br />2925.00 <br />_ 520'1'12 <br />CONCRETE CURB AND GUTTER, MODIFIED TYPE <br />CONCRETE VALLEY GUTTER <br />�6'oo <br />137 <br />4932.00 <br />522'£ <br />CONCRETE SIDEWALKAND DRIVEWAYS (FIBER REINFORCED) <br />(6" THICK) <br />3900 <br />75 <br />� <br />292500 <br />527-2 <br />DETECTABLE WARNINGS (YELLOW ) <br />40.00 <br />109 <br />436»�u» <br />570-1-4 <br />PERFORMANCE TURF, SOD (ST. AUGUSTINE) <br />5.90 <br />SY <br />1.500 <br />_ <br />� <br />885000 <br />00310-3 <br />pAPublicvwa.AswewcanwoDIVISION pno ccra11362-0mm*°/wy_x,omwncio^3-u=onkEsom*"s1I,"rni4e^omxchedole/m-13B2 <br />