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IRG41VI5 <br />(CRSIO) 85TH STREET RIGHT TURN LANE EXTENSION AT 66TH AVENUE <br />135 <br />SCHEDULEDVALUE <br />PREVIOUS APPLICATION <br />THIS PERIOD <br />TOTAL COMPLETED <br />% <br />MATERIALS <br />IBALANCETOFINISH <br />Nem No. <br />[ba -do IS, <br />7-L <br />� 6 �jMTffy �W�6,jf !bU� <br />re low up" is w"OHOWS, <br />UA <br />joj-j <br />MOBILIZATION <br />IS <br />1 <br />45,000.00 <br />45,000.00 <br />1.00 <br />45,000.00 <br />0.00 <br />0.00 <br />1.00 45,000.00 <br />100.001A <br />o-oo <br />0.00 <br />0.00 <br />102-1 <br />MAINTENANCE OF TRAFFIC <br />LS <br />i <br />3933.60 <br />3,933.60 <br />too <br />3,933.60 <br />0.00 <br />0.00 <br />LOO 3,933.60 <br />100.00% <br />0.130 <br />0.00 <br />0.00 <br />104=10=3 <br />SEDIMENT BARRIER <br />LF <br />420 <br />1.50 <br />630.00 <br />420.00 <br />630.00 <br />0.00 <br />0,00 <br />420.00 630.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />110-1-1 <br />CLEARING AND GRUBBING <br />IS <br />1 <br />83100 <br />83LOO <br />1.00 <br />83LOO <br />0.00 <br />0.00 <br />too 83LOO <br />100.00% <br />0.00 <br />0.00 <br />0,00 <br />120-1 <br />REGULAR EXCAVATION <br />LS <br />I <br />6 500.00 <br />6,500.00 <br />too <br />6,500.00 <br />0.00 <br />0.00 <br />1 LOD 6500.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />220-6 <br />IEMBANKMENT <br />IS <br />1 <br />2,118.00 1 <br />2,118.00 <br />1.00 <br />2,218.00 <br />0.00 <br />0.00 <br />1.00 1 2128.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />285-706 <br />14"CEMENTED COQUINA%1IDU!6 UBR 100 (2LIFTS) <br />SY <br />956 <br />15.65 <br />14,961.40 <br />956.00 <br />14,961AO <br />0.00 <br />0.00 <br />956.00 14,961.40 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />327-70w6 <br />MILLING EXISTING ASPHALTICPAVEMENT (AVE. 1-1/2- <br />'T <br />DEPTH) <br />SY <br />441 <br />11.50 <br />5,07L50 <br />44100 <br />5,071.50 <br />0.00 <br />0.00 <br />44LOO 5,071.50 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />334-143 <br />SUPERPAVE ASPHALTCONREIE TRAFFIC CLS <br />SY <br />0 <br />9.12 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 0.00 <br />#DIV/01 <br />0.00 <br />0.00 <br />0.00 <br />337-7-83A <br />MF'!9�SLl":THK <br />ASPHALT CONRETE FRICTION COURSE 'C (F, 175)1- <br />1/2"THK <br />SY <br />0 <br />16.11_ <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />O.Do 0.00 <br />#DIV/O! <br />0.00 <br />0.00 <br />0.00 <br />337-7-83 <br />ASPHALT CONRETE FRICTION COURSE TRAFFIC C (FC12.5)0"- <br />2" OVERBUILD <br />SY <br />0 <br />20.73 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 0.00 <br />#DIV/01 <br />0.00 <br />0.00 <br />0.00 <br />520-1-10 <br />CONCRETE CURB AND GUTTER (TYPE F) <br />LF <br />415 <br />14.00 <br />5,810.00 <br />415.00 <br />5,810.00 <br />0.00 <br />0.00 <br />415.00 5,810.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />55040-221 <br />FENCING TYPE B. 5.1'-6.0- WITH BARBED WIRE, <br />LF <br />0 <br />39.33 <br />0-00 <br />.-Do <br />"'Do <br />Do. <br />-.Do <br />---o 0- <br />"Dwol <br />0.00 <br />0.00 <br />0.00 <br />570-1-2 <br />PERFORMANCE TURF, SOD (BAHIA) <br />SY <br />so <br />6.00 <br />300.00 <br />50.00 <br />2100L00 <br />0.00 <br />0.00 <br />50.00 300.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />_ <br />700=1-50 <br />SINGLE POST SIGN, RELOCATE <br />AS <br />2 <br />137.50 <br />275.00 <br />2.00 <br />275.00 <br />0.00 <br />0.00 <br />2.00 275.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />711-11-102 <br />THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD SOLID <br />WHITES" <br />LF <br />20 <br />1.16 <br />23.20 <br />20.00 <br />23.20 <br />0.00 <br />0.00 <br />20.00 23.20 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />711-11-124 <br />THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD SOLID <br />WHITE 18" FOR DIAGONAL OR CHEVRONS <br />LF <br />20 <br />2.64 <br />52.80 <br />20.00 <br />52.90 <br />0.00 <br />0.00 <br />20.010 52-80 <br />100.00-A <br />0.00 <br />0.00 <br />0.00 <br />711ml1-170 <br />THERMOPLASTIC, PAVEMENT MARKINGS STANDARD, SOLID <br />WHITEARROWS <br />EA <br />6 <br />82.50 <br />495.00 <br />6.00 <br />495.00 <br />0.00 <br />0.00 <br />6.00 495.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />711-16-101 <br />THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD, SOLID <br />WHITE V <br />Lf <br />1327 <br />088 <br />1,167.76 <br />1,327.00 <br />1,167.76 <br />0.00 <br />0.00 <br />1,327.00 1,167.76 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />711-16-131 <br />THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD, SKIP, <br />WHITE, 6"10'30' <br />LF <br />150 <br />0.38 <br />57.00 <br />150.00 <br />57.00 <br />0.00 <br />0.00 <br />150.00 57.00 <br />100.001A <br />0.00 <br />0.00 <br />0.00 <br />999-1 <br />AS -BUILT DRAWING (BY REGISTERED SURVEYOR) <br />IS <br />1 <br />2,170.00 <br />2,970.00 <br />-oo <br />2,970.00 <br />0.00 <br />0.00 <br />1.00 7,970.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />90,196.26 <br />90,196.26 <br />0.00 <br />90,19626 <br />0.00 <br />0.00 <br />FORCEACCOUNT <br />LS <br />1 <br />30,000.00 <br />23,290.27 <br />0.00 <br />0.D0 <br />0.00 <br />0.00% <br />0.00 <br />LOD <br />23,290.27 <br />WCD 1 <br />NET AMOUNT FORCEACCOUNT DECREASED <br />1 <br />6,709.73 <br />6,709.73 <br />0.00 <br />0.00 0.00 <br />0.00% <br />0.00 <br />1.00 <br />6,709.73 <br />WcDi <br />SP -12.5 (TRAFFIC C) 1.5- <br />SY <br />895 <br />11.89 <br />10,642.55 <br />895.00 <br />10,641.55 <br />0.00 <br />0.00 <br />895.00 10,641.55 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />WCD 1 <br />FC -9.5 (TRAFFIC C) 1- <br />SY <br />1348 <br />17.64 <br />23,778.72 <br />1,348.00 <br />23,778.72 <br />0.00 <br />0.00 <br />1-1148.00 23,778.72 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />WCD I <br />SAWCUT EXISTING ASPHALT <br />LF <br />415 <br />3.00 <br />1,245.00 <br />415.00 <br />1,245.00 <br />0.00 <br />0.00 <br />415.00 2,245.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />WcDl <br />REMOVE & DISPOSE OF EXISTING ASPHALT& BASE <br />SY <br />185 <br />7.00 <br />1,295.00 <br />185.00 <br />1,295.00 <br />0.00 <br />0.00 <br />185.00 1,295.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />WCDI <br />CONCRETE FLUME <br />EA <br />1 <br />287.50 <br />287.50 <br />too <br />287.50 <br />0.00 <br />0.00 <br />1.00 297.50 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />WCD 1 <br />RIGHT LANE MUSTTURN RIGHTSIGN <br />EA <br />1 <br />282.00 <br />282.00 <br />1.00 <br />292.00 <br />0.00 <br />0.00 <br />2.00 282.00 <br />100.00% <br />0.00 <br />0.00 <br />0.00 <br />MISCELLANEOUS <br />SUBTOTAL <br />37,529.77 <br />37,529.77 <br />0.00 <br />37,529.77 <br />0.00 <br />30,000.00 <br />ITOTAL <br />151,016.301 <br />TOTAL <br />227,726A3 <br />TOTAL <br />. .. . ....... <br />0.001 TOTAL 127,7Z6 013 <br />TOTAL <br />0.001 <br />TOTAL <br />30,000.00 <br />AMOUNT COMPLETED TO DATE <br />MATERIALS STORED TO DATE <br />SUB -TOTAL MATERIALS STORED AND COMPLETE TO DATE <br />RETAINAGE OF WORK COMPLETED AT ()% <br />TOTAL COMPLETED AND STORED LESS RETAINAGE <br />LESS PREVIOUS PAYMENT <br />AMOUNT DUE CONTRACTOR <br />$127,726.03 <br />$0.00 <br />$127,7Z6.03 <br />$0.00 <br />$127,726.03 <br />$121,339.73 <br />$6-386.30 <br />135 <br />