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09-12-2012 Council Agenda
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09-12-2012 Council Agenda
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ITEM I' <br />NO. J <br />ITEM <br />DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT 71115 PERIOD <br />QTY. UNIT PRICE QTY. TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />80.00 <br />1.00 <br />51000.00 <br />I <br />2021.501 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DESIGN 484020 <br />EACH <br />12.00 <br />51.69120 0.00 <br />50.00 <br />11.00 <br />518.625.20 <br />44 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />6.00 <br />832640 0.00 <br />50.00 <br />8.00 <br />52.611.20 <br />45 <br />2511.501 <br />RANDOM RIP RAP CLASS III <br />CY <br />8.00 <br />5121.36 0.00 <br />50.00 <br />10.00 <br />51,213.80 <br />46 <br />2531.501 <br />CONCRETE CURB &GUTTER DESIGN 0616 .._ <br />LF <br />55.50904 <br />58.82 280.00 <br />52.46900 <br />3.85400 <br />533992.26 <br />47 <br />2531.501 <br />CONCRETE CURD 8 GUTTER DESIGN SURMOUNTABLE <br />LF <br />125.00 <br />$15.30 0.00 <br />, 50.00 <br />125.00 <br />$1.912.50 <br />48 <br />2531 507 <br />CONCRETE DRIVEWAY APRON (6 "THICK) <br />$Y <br />25000 <br />539.78 0.00 <br />$0.00 <br />285.20 <br />51134526 <br />49 <br />2531.507 <br />CONCRETE DRIVEWAY PAVEMENT (6" THICK) <br />SY <br />75.00 <br />539.78 000 <br />50.00 <br />10200 <br />54.057.55 <br />50 <br />2531.507 <br />CONCRETE. DRIVEWAY PAVEMENT COLORED 6 "THICK <br />SY <br />15.00 <br />676.50 0.00 <br />50.00 <br />0.00 <br />50.00 <br />S1 <br />2531.604 <br />CONCRETE VALLEY GUTTER 8" THICK <br />SY <br />20.00 <br />552.02 0.00 <br />50.00 <br />0.00 <br />50.00 <br />52 <br />2540.602 <br />INSTALL SALVAGED PAVERS <br />SE <br />590.00 <br />83.08 112.00 <br />5342.72 <br />212.00 <br />5648.72 <br />2540602 <br />INSTALL SALVAGED MAILBOX <br />LS <br />1.00 <br />5637.50 0.00 <br />5000 <br />1.00 <br />8637.50 <br />64 <br />2540.603 <br />.__ <br />LANDSCAPE EDGER STEEL <br />LF <br />370.00 <br />56.12 100.00 <br />5612.00 <br />267.00 <br />$1634.04 <br />55 <br />2540.618 <br />INSTALL ROCK RETAINING WALL <br />SF <br />75.00 <br />53408 75.00 <br />52.60800 <br />75.00 <br />$2,60100 <br />2545, 60 <br />SALVAGED LIGHTPOLE <br />EACH <br />1.00 <br />$1 530.00 0.00 <br />50.00 <br />0.00 <br />S000 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />51,224.00 0.00 <br />50.00 <br />1.00 <br />5124.0D <br />2573.502 <br />SILT FENCE. TYPE MACHINE SLICED <br />LF <br />435.00 <br />$2.14 0.00 <br />50.00 <br />435.00 <br />593000 <br />59 <br />2573.52 <br />SEDIMENT REMOVAL BACKHOE <br />HOURS <br />10.00 <br />5102.00 0.00 <br />50.00 <br />3.00 <br />5306.00 <br />60 <br />247953 <br />INLET PROTECTIONSWIMCO)_ <br />EACH_ <br />14.00 <br />0.00 <br />16.00 <br />52.04000 <br />61 <br />2573,53 <br />IN LET PROTECTIONSSTRUCTURE W/0 CASTING <br />EACH <br />15.00 <br />$91.80 0.00 <br />50.00 <br />13.00 <br />__. <br />51,19340 <br />62 <br />2573.53 <br />INLET SEDIMENT REMOVAL <br />EACH <br />15.00 <br />535.70 2.00 <br />571.40 <br />12.00 <br />6428.40 <br />63 <br />2573,607 <br />ROADWAY ROCK CHECK DAM <br />CY <br />S35.70 <br />5988.18 <br />93.86 <br />53.35080 <br />25]5513 <br />MULCH MATERIAL TYPE SPECIAL <br />CY <br />36.00 <br />528.56 66.00 <br />51.88406 <br />130.00 <br />53.71280 <br />5/5532 <br />FERTILIZER (TYPE 241224) <br />LOS <br />. -_ <br />$066 000 <br />50.00 <br />000 <br />50.00 <br />2575.545 <br />...._...,.. ., - -_ <br />WEED SPRAYING <br />SY <br />3,500.00 <br />....,_,, ,�- <br />50.26 0.00 <br />50.00 <br />0.00 <br />50.00 <br />67 <br />2575650 <br />COMPOST GRACE 2 <br />CY <br />36.00 <br />525.50 0.00 <br />50.00 <br />52.00 <br />51,326.00 <br />65 <br />5575 604 <br />(TYPE 270) <br />SY <br />350000 <br />50.97 0.00 <br />50.00 <br />7.230.00 <br />57,013.10 <br />69 <br />SPEC <br />TEMPORARY BASIN GRADING <br />LS <br />1.00 <br />51.530.00 0.00 <br />50.00 <br />1.00 <br />5103000 <br />70 <br />SPEC <br />TEMPORARY SEDIMENT BASIN OUTLET <br />LS <br />1.00 <br />5204,00 0.00 <br />5000 <br />1.00 <br />6204,00 <br />SPEC <br />GRADATION TEST <br />EACH <br />5.00 <br />576.50 0.00 <br />$000 <br />2.00 <br />5153.00 <br />SPEC <br />PROCTOR TEST <br />EACH <br />400 <br />591.80 0.00 <br />50.00 <br />3.00 <br />5275.40 <br />SPEC <br />DENSITY TEST, IN PLACE <br />EACH <br />16.00 <br />525.50 0.00 <br />50.00 <br />12.00 <br />5306.00 <br />SPEC <br />CONCRETE TESTING, CYLINDERS (SET OF 3) <br />EACH <br />S91.60 000 <br />50.00 <br />4.00 <br />5367.20 <br />SPEC <br />.__ <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />6.00 <br />525.50 0.00 <br />60.00 <br />6.00 <br />_ <br />5153.00 <br />76 <br />SPEC <br />EXTRACTIONIGRAOATION <br />EACH <br />800 <br />$127.50 0.00 <br />50.00 <br />2.00 <br />5255.00 <br />77 <br />AIRVOIDS TEST <br />EACH <br />600._._ <br />50.00 <br />200 <br />5255.00 <br />SCHEDULE 1.0 • DIANNA LANE• TOTAL <br />- ,._.,. <br />...........___5127_500810 <br />513.64003 <br />5445,66390 <br />3 <br />SCHEDULE 2.0 . DIANNA LANE (MILL 8 OVERLAY) <br />MOBILIZATION <br />1,5 <br />1.00 <br />51,000.00 <br />000 <br />80.00 <br />1.00 <br />51000.00 <br />I <br />2021.501 <br />2 <br />.3 <br />2104.505 <br />2104.513 <br />REMOVE BITUMINOUS PAVEMENT ^_ <br />SAW CUT BITUMINOUS (FULL DEPTFIL, <br />SY <br />LF <br />70N <br />SY <br />215.00 <br />516.00 <br />7000 <br />710.00 <br />52.04 <br />50.01 <br />62.26 <br />0.00 <br />50.00 <br />50.00 <br />260.00 <br />536.00 <br />5530.40 <br />55.36 <br />4 <br />2211.501 <br />AGGREGATE BASE CLASS 5 <br />.._000 <br />0.00 <br />_50000 <br />5000 <br />.__. 96,01 <br />51,440.15 <br />6659.50 <br />5 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />38200 <br />6 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />100.00 <br />562.00 <br />0.00 <br />50.00 <br />8087 <br />55.50904 <br />7 <br />2350.502 <br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE) <br />ADJUST VALVE BOX <br />TON <br />EACH <br />5.00 <br />1.0D <br />5265.00 <br />000 <br />0.00 <br />0.0026.00 <br />50.00 <br />1.00 <br />S221000 <br />5265.00 <br />8 <br />2504.602 <br />1 <br />2531.601 <br />CONCRETE CURB &GUTTER DESIGN 0618 <br />LF <br />516.00 <br />56.82 <br />0.00 <br />50.00 <br />540.00 <br />54,762.80 <br />SCHEDULE 2.0- DIANNA LANE (MILL & OVERLAY) -TOTAL $0.00 516.503.15 <br />3 <br />
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