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1A <br />NO. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />THIS PERIOD <br />QTY. TOTAL PRICE' <br />TOTAL TO DATE <br />OTT. TOTAL PRICE <br />43 <br />2506,502 <br />CONST DRA INAGE STRUCTURE DESIGN 484020 <br />EACH <br />12.00 <br />61693.20 <br />0.00 <br />50.00 <br />11.00 <br />816625.20 <br />2506.522 <br />2511501 <br />ADJUST FRAME AND RING CASTING <br />RANDOM RIP RAP CLASS 111 <br />EACH <br />CY <br />600 <br />532840 <br />5121,35 <br />_... 0.00 <br />0.00 <br />60.00 <br />50.00 <br />000 <br />0.00 <br />60.00 <br />5000 <br />• <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN 0618 <br />LE <br />3590,00 <br />88.02 <br />1,930.00 <br />61700616 <br />193600 <br />517093.16 <br />98 <br />M19 <br />2531.901_CONCRETE <br />2031.50] <br />2531.507 <br />CURB& GUTTER DESIGN SURMOUNTABLE <br />CONCRETE DRIVEWAY APRON (6 THICK1 <br />CONCRETE DRIVEWAY PAVEMENT (6' THICK] <br />SY <br />SY <br />SY <br />_ 125.00 <br />25000 <br />75.00 <br />15.00 <br />_55ID.30 <br />$3878 <br />539,7 8 <br />.00 <br />50.00 <br />57518A2 <br />52.577.74 <br />0.00 <br />180.00 <br />64.80 <br />50.00 <br />57.51662 <br />52.577.74 <br />18800 <br />64.80 <br />111 <br />2531.507 <br />2531604 <br />CONCRETE DRIVEWAY PAVEMENT (COLORED, 6" THICK) <br />576.50 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />OONCRETE VALLEY GUTTER (8' THICK) <br />INSTALL SALVAGED PAVERS <br />SY <br />SF <br />20.00 <br />590.00 <br />552.02 <br />5306 <br />0.00 <br />0.00 <br />50.00 <br />50.00 <br />0.00 <br />0.00 <br />60.00 <br />50.00 <br />2540,002 <br />53 <br />2540.602 <br />INSTALL SALVAGED MAILBOX <br />LS <br />1,00 <br />6637.00 <br />0.00 <br />60.00 <br />0.00 <br />60.00 <br />54 <br />2540603 <br />LANDSCAPE EDGER. STOOL <br />LF <br />370.00 <br />56.12 <br />0,00 <br />50,00 <br />0.00 <br />6000 <br />55 <br />2540618 <br />INSTALL ROCK RETAINING WAIL <br />SF <br />75.00 <br />634.68 <br />000 <br />5000 <br />0,00 <br />6000 <br />56 <br />2545602 <br />2562,601 <br />INSTALL SALVAGED LIGHTPOLE <br />EACH <br />LS <br />100 <br />1.00 <br />$1530.00 <br />$1224.00 <br />000 <br />000 <br />50.00 <br />000 <br />60.00 <br />TRAFFIC CONTROL <br />00.00 <br />0.50 <br />5012.00 <br />2573.502 <br />SILT FENCE TYPE MACHINE SLICED <br />LF <br />43500 <br />5214 <br />00,00 <br />6192.60 <br />435,00 <br />5930,90 <br />25%3.52 <br />GEDIMENI' REMOVAL BACKHOE <br />HOURS <br />10,00 <br />510300 <br />000 <br />50.00 <br />0.00 <br />60.00 <br />2573.53,INLET <br />25]8.53 <br />PROTECTION Wll 4CO) <br />EACH <br />1400 <br />6127.50 <br />0.00 <br />60.00 <br />300 <br />638250 <br />INLET PROTECTION (STRUCTURE 1670 CASTING) <br />EACH <br />EACH <br />CY <br />1500 <br />1500 <br />100.00 <br />591.80 <br />635.70 <br />535.70 <br />2.0D <br />300 <br />28.00 <br />618360 <br />5107.10 <br />5999,60 <br />13.00 <br />900 <br />57.50 <br />0110340 <br />6321.30 <br />62,052.75 <br />2573.53 <br />257 360] <br />INLET SEDIMENT REMOVAL <br />ROADWAY ROCK CHECK DAM <br />2575513 <br />MULCH MATERIAL TYPE SPECIAI. <br />CY <br />3600 <br />62856 <br />000 <br />6000 <br />0.00 <br />5000 <br />25]5.532 <br />fF.RTILIZER (TYPE 24.12.24) <br />106 <br />220.00 <br />6066 <br />000 <br />60.00 <br />0.00 <br />$0,00 <br />25]5545 <br />WEED SPRAYING <br />SY <br />0.50000 <br />60.26 <br />000 <br />00.00 <br />0.00 <br />5000 <br />2575550 <br />2575.609 <br />COMPOST, GRADE <br />SEEDING (TYPE 270) <br />CY <br />36.00 <br />52550 <br />60.07 <br />O00 <br />OOD <br />50.00 <br />60.00 <br />0.00 <br />0.00 <br />50.00 <br />5000 <br />SY <br />3,500,00 <br />G9 <br />SPEC <br />TEMPORARY BASIN GRADING <br />LS <br />1,00 <br />51530.00 <br />1.00 <br />51,530.00 <br />100 <br />51510.00 <br />SPEC <br />TEMPORARY SEDIMENT BASIN OUTLET <br />LS <br />1.0D <br />6204.00 <br />000 <br />5000 <br />1.00 <br />6204.00 <br />FP EC <br />GRADATION TEST <br />EACH <br />500 <br />576.50 <br />2.00 <br />0153.00 <br />2,00 <br />5153.00 <br />6080 <br />PROCTOR TEST <br />EACH <br />4.00 <br />691.00 <br />2.00 <br />618360 <br />3.00 <br />6276.40 <br />74 <br />75 <br />SPEG <br />SPEC <br />SPEC <br />DENSTY TEST IN PLACE <br />EACH <br />1600 <br />625.50 <br />300 <br />67650 <br />9.00 <br />5220.50 <br />CONCRETE TESTING. CYLINDERS( SET OF 3) <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />EACH <br />7.00 <br />591.00 <br />2.00 <br />5183.60 <br />2.00 <br />6183.60 <br />0.00 <br />625,50 <br />0.00 <br />00.00 <br />0.00 <br />00.00 <br />76 <br />SPEC <br />EXTRACTIONIGRAOATION <br />EACH <br />600 <br />6127.50 <br />000 <br />5000 <br />000 <br />50.00 <br />77 <br />SPEC <br />8(0 VOIDS TEST <br />EACH <br />000 <br />5127,50 <br />0.00 <br />50.00 <br />000 <br />00.00 <br />SCHEDULE 1.0- DIANNA LANE • TOTAL <br />5150,671.25 <br />6247.07836 <br />SCHEDULE 20 • 01ANNA LANE WILL & OVERLAY) <br />1 <br />2021501 <br />MOOILIZATION <br />(.6 <br />1,00 <br />51000.00 <br />0.00 <br />60,00 <br />0.00 <br />50.00 <br />2 <br />2104,505 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />215,00 <br />62.04 <br />000 <br />5000 <br />0.00 <br />5000 <br />3 <br />2104.510 <br />SAW CUT BITUMINOUS (FULL DEPTH <br />L0 <br />51600 <br />50.01 <br />0.00 <br />50.00 <br />0.0D <br />5000 <br />4 <br />5 <br />2211,501 <br />2233501 <br />AGGREGATE BASE CLASS 5 <br />MILL BITUMINOUS PAVEMENT <br />'TON <br />SY <br />'/500 <br />71000 <br />515,00 <br />6225 <br />0.00 <br />000 <br />60,00 <br />S0.00 <br />0.00 <br />000 <br />SO 00 <br />50.00 <br />6 <br />2350.601 <br />TYPE 5004 WEAR COURSE MIXTURE <br />TON <br />100.00 <br />562.00 <br />000 <br />6000 <br />0.00 <br />50.00 <br />7 <br />2350502 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />TON <br />5.00 <br />585.00 <br />0.00 <br />50.00 <br />000 <br />50.00 <br />0 <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />1,00 <br />626600 <br />000 <br />50.00 <br />0,00 <br />50.00 <br />9 <br />2631.601 <br />CONCRETE CURB & GUTTER DESIGN 8610 <br />LF <br />516.00 <br />58,82 <br />0.00 <br />50.00 <br />0.00 <br />60.00 <br />SCHEDUULE 2.0• DIANNA LANE (MILL & OVERLAY) -TOTAL 60.00 50.00 <br />3 <br />