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0680 <br />NO. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />OTT. UNIT PRICE <br />THIS PERIOD <br />QTY. TOTAL PRICE <br />'TOTAL TO GATE <br />OTT. TOTAL PRICE <br />43 <br />2506502 <br />CONST DRAINAGE STRUCTURE DESIGN 404020 <br />EACH <br />12.00 <br />51,69320 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />44 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />EAQIH <br />6.00 <br />532640 <br />0.00 <br />5000 1 <br />0.00 <br />5000 <br />45 <br />2511.501 <br />RANDOM RIO RAP CLASS 10 <br />CY <br />600 <br />3121.30 <br />000 <br />3000 <br />0.00 <br />5000 <br />6 <br />231501 <br />CONCRETE CURB & GUTTER DESIGN 8610 <br />(.0 <br />3 4000 <br />58 82 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />47 <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTAOLE <br />LF <br />125,00 <br />615.30 <br />000 <br />50.00 <br />0.00 <br />60.00 <br />16 <br />2531507 <br />CONCRETE DRIVEWAY APRON (6" THICK) <br />SY <br />25000 <br />530_78 <br />0.00 <br />5000 <br />0.00 <br />5000 <br />9 <br />2531,507 <br />CONCRETE DRIVEWAY PAVEMENT (6" THICK) <br />$Y <br />7500 <br />630.78 <br />0.00 <br />6000 <br />000 <br />50.00 <br />50 <br />2531.50/ <br />CONCRETE DRIVEWAY PAVEMENT (COLORED 6 "f1410K5 <br />SY <br />1500 <br />57650 <br />ODD <br />50,00 <br />0.00 <br />50.00 <br />_5?, <br />,3531,604 <br />CONCRETE VALLEY GUT TERSO "THICK) <br />SY <br />2000 <br />552.0 3 <br />OOD <br />50.80 <br />000 <br />5000 <br />52 <br />2540602 <br />INSTALL SALVAGED PAVERS <br />SF <br />590.00 <br />6306 <br />0.00 <br />60.001 <br />0.00 <br />60.00 <br />53 <br />2540602 <br />I14STALL SAVAGED MAILBOX <br />LS <br />100 <br />5637.50 <br />0.00 <br />6000 <br />0.00 <br />5000 <br />54 <br />2540.603 <br />LANDSCAPE. EDGER, STEEL <br />1I' <br />37003 <br />4.66,12 <br />0.00 <br />60.00 <br />0.00 <br />30.00 <br />55 <br />2540.613 <br />INSTALL ROCK RETAINING WAIL <br />SF <br />75.00 <br />53468 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />56 <br />2545602 <br />NSIA11 SALVAGED LIGHTPOLE <br />EACH <br />1.00 <br />61,530.00 <br />000 <br />60.00 <br />0.00 <br />10.00 <br />57 <br />2563.601 <br />TRAFFIC 0000101 <br />LS <br />1.00 <br />61.224.00 <br />0.00 <br />50001 <br />0.00 <br />60.00 <br />50 <br />2573002 <br />SILT IEI401. TYPE MACHINE SLICED <br />LF <br />535.00 <br />6214 <br />0.00 <br />60.00 <br />0.00 <br />60.00 <br />59 <br />257332 <br />SEDIMENT REMOVAL 6ACKHOE <br />HOURS <br />10.00 <br />S10200 <br />000 <br />6000 <br />0.00 <br />60.00 <br />60 <br />2573.53 <br />NLLT PROTECTION ONIMCO) 4 <br />EACH <br />1400 <br />$127,50 <br />000 <br />5000 <br />0.00 <br />60.00 <br />61 <br />257353 <br />INLET PROTECTION (STRUCTURE 0000 CASTI(N <br />EACH <br />15.00 <br />59100 <br />000 <br />5000 <br />000 <br />_ _ <br />$0.00 <br />62 <br />2573.53 <br />I NLCT SEDIMENT REMOVAL. <br />EACH <br />1500 <br />63570 <br />000 <br />60.00 <br />000 <br />60.00 <br />,_ 63 <br />2673607 <br />ROADWAY R00001E00 DAM CY <br />10000 <br />535.70 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />64 <br />2575513 <br />5111100 MATERIAL TYPE SPECIAL CY <br />36.00 <br />628.50 <br />0.00 <br />6000 <br />0.00 <br />60.00 <br />65 <br />2575.532 <br />FERTILIZER 07Y6E 34- 12.24) L66 <br />22000 <br />5066 <br />0.00 <br />60.00 <br />0.00 <br />60.00 <br />60 <br />2575545 <br />NEED SPRAYING <br />SY <br />3.580.00 <br />6076 <br />0.00 <br />6000 <br />0.00 <br />6000 <br />67 <br />275550 <br />COMPOST. GRADE 2 <br />CY <br />3600 <br />325.50 <br />0.00 <br />5000 <br />000 <br />60,00 <br />60 <br />2575.604 <br />0EC01N1YPE 270) <br />SY <br />3,50000 <br />00.97 <br />0.00 <br />60.00 <br />0.00 <br />6000 <br />69 <br />SPEC <br />TEMPORARY 640114 GRADING <br />LS <br />1.00 <br />SI03000 <br />000 <br />6000 <br />0.00 <br />50.00 <br />70 <br />SPEC <br />TEMPORARY SEDIMENT BASIN OUTLET <br />LS <br />1.00 <br />6204.00 <br />0.00 <br />5000 <br />000 <br />3000 <br />71 <br />SPEC <br />GRADATION TEST <br />04CIi <br />5.00 <br />676.50 <br />0.00 <br />60.00 <br />0.00 <br />50.00 <br />72 <br />SPEC <br />PROCTOR TEST <br />EACH <br />4.00 <br />301,00 <br />0.00 <br />60.00 <br />0.00 <br />6000 <br />73 <br />SPEC <br />DENSITY TEST IN PLACE <br />EACH <br />(600 <br />525.50 <br />0.00 <br />60.00 <br />0.00 <br />60.00 <br />74 <br />SPEC <br />CONCRETE TES7000, CYLINDERS (SET O ) <br />EACH <br />700 <br />$91.80 <br />0.00 <br />60.00 <br />0.00 <br />60.00 <br />75 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />600 <br />625.50 <br />O.GO <br />SOLD <br />0.00 <br />50.00 <br />76 <br />SPEC <br />EXTRACTIONIGRAOATION <br />EACH <br />600 <br />6127.000 <br />0.00 <br />6000 <br />0.00 <br />60.00 <br />SPEC <br />AIR VOIDS TEST <br />EACH <br />0.00 <br />612750 <br />0.00 <br />60.001 <br />000 <br />50.00 <br />SCHEDULE 1.0 -DIANNA LANE -'TOTAL 53.00306 63063.06 <br />3 <br />601I0011162.0. OIANNA LANE (MILL & OVERLAY( <br />( <br />1 ( <br />20215011MOBIUZATION.,,..._ <br />-_ -_LS <br />T00. .,, <br />0.00 <br />60.00 000 <br />5000 <br />2 <br />2104.05 <br />REMOVE 6ITUMWOUS PAVEMENT <br />SY <br />215.00 <br />,51,00008 <br />62.04 <br />DOD <br />60.00 000 <br />10.00 <br />3 <br />2104,513 <br />SAW CUT BIT VAIIJOUS(FULL O_P TFIf <br />L( <br />51.00__ <br />50.01 <br />000 <br />5000 <br />000 <br />50.0. <br />4 <br />2211501 <br />AGGREGATE SASE CLASS 5 <br />TON <br />75.00 <br />615.00 <br />000 <br />50.00 <br />0.00 <br />0 <br />2232,501 <br />!MILL IIITUINNOUS PAVEMENT <br />SY <br />71000 <br />6225 <br />000 <br />60.00 <br />0.00 <br />6000 <br />6 <br />2350501117PE3424 <br />WEAR COURSE MIXTURE <br />TON <br />10000 <br />66200 <br />0.00 <br />.5000 <br />0.00 <br />50,00 <br />7 <br />2050002 <br />TYPED /3 NON WEARING COURSE MIXTURE 'BAGEL <br />TON <br />5.00 <br />605.00 <br />0.00 <br />60.00 <br />0.00 <br />60.00 <br />0 <br />2504.602 (ADJUST VALVE BOX <br />EACH <br />1.00 <br />6265.00 <br />0.00 <br />50.30 <br />0.00 <br />60.00 <br />0 <br />2531501100100101E02(00 & CUTTER 006000 SW <br />LF <br />50600 <br />.,, 5802 <br />000 <br />3000 <br />000 <br />60.00 <br />SCHEDULE 2.0 - DIANNA LANE (M111. & OVERLAY) • TOTAL <br />60.00 50.00 <br />3 <br />