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11-09-11 Council Agenda
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TOMNO. <br />TEAT DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />Q <br />TI4I5 PERIOD <br />TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />41 <br />44 <br />45 <br />2505.502 <br />2506.522 <br />2511.501 <br />CONST DRAINAGE STRUCTURE DESIGN 464020 <br />ADJUST FRAME AND RING CASTING <br />RA04001 RIP RAP CLASS 01 <br />EACH <br />EACH <br />CY <br />1200 <br />0.00 <br />6.00 <br />01,69320 <br />000 <br />7.00 <br />0.00 <br />00.00 <br />5228400 <br />572620 <br />1100 <br />510025.20 <br />02611.20 <br />572828 <br />532040 <br />0121.30 <br />800 <br />600 <br />46 <br />2531.501 <br />0010170TE CURB & GUTTER DESIGN 8618 <br />0F' <br />354000 <br />50.52 <br />0.00 <br />000 <br />3 579.00 <br />531.572.613 <br />47 <br />2531.001 <br />CONCRETE CURE 8, GUTTER 0ESI014 SURMOUNTABLE <br />LP <br />125.00 <br />515.30 <br />0.00 <br />5000 <br />12000 <br />51,912.50 <br />48 <br />2531.507 <br />CONCRETE DRIVEWAY APRON (G' THICK) <br />SY <br />250.00 <br />53978 <br />0.00 <br />50.00 <br />285.20 <br />01134520 <br />49 <br />2531.507 <br />00100571 DRIVEWAY PAVEMFNT55'THICK) <br />SY <br />75.00 <br />039.78 <br />000 <br />50.00 <br />10700 <br />04.057.56 <br />50 <br />2531;507 <br />CONCRETE DRIVEWAY PAVEMENT (COORED, G "TLIICK) <br />SY._ <br />.500 <br />070500.00 <br />5000 <br />5000 <br />000 <br />S000 <br />51 <br />2531,604 <br />CONCRETE VALLEY GUTTER Kl HICK) <br />SY <br />2000 <br />55202 <br />0.00 <br />6000 <br />000 <br />5000 <br />52 <br />2540602 <br />INSTALL SALVAGED PAVERS <br />SF <br />590.00 <br />0300 <br />0.00 <br />00.00 <br />41.00 <br />512540 <br />53 <br />2540.602 <br />-,_- <br />INSTALL SALVAGED MAILBOX <br />1.S <br />1.00 <br />5637.50 <br />1.00 <br />5637.50 <br />1.00 <br />5637.50 <br />54 <br />1 254000 <br />L171060APE EDGER. 07501 <br />LY <br />37000 <br />56.17 <br />1620D <br />0991.44 <br />162.00 <br />0091.44 <br />65 1 2540618 <br />INSTALL ROCK RETAINING WALL <br />67 <br />75.00 <br />53408 <br />0.00 <br />00.00 <br />000 <br />$0.00 <br />06 2545.602 <br />INSTALL SALVAGED LIGIITPOLC <br />EACH <br />100 <br />51630.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />57 2563601 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />5122400 <br />0.00 <br />50.00 <br />1.00 <br />5122500 <br />58 2573.502 <br />SILT 71100, TYPE MACHINE SLICED <br />LF <br />435.00 <br />52.19 <br />0.00 <br />00.00 <br />435.00 <br />093090 <br />09 257852 <br />SEDIMENT REMOVAL BACK100 <br />HOURS <br />1000 <br />5102.00 <br />000 <br />50.00 <br />0.00 <br />5000 <br />GO _ 2573.53 <br />INLET 71707F,071054 5301000) <br />EACH <br />1400 <br />512750 <br />0.00 <br />5000 <br />1600 <br />5204000 <br />GI 257353 <br />INLET PROTECTION (STRUCTURE W10 CASTING)_ <br />EACH <br />15.00 <br />501.00 <br />000 <br />00.00 <br />1300 <br />51.19350 <br />67 257353 <br />0111' 0505M0047 REMOVAL <br />EACH <br />1800 <br />035,70 <br />100 <br />535.70 <br />10.00 <br />5257.00 <br />63_573.607 <br />ROADWAY ROCK CHECK DAM <br />CY <br />10000 <br />S3570 <br />070 <br />5214.09 <br />6610 <br />0230263 <br />64 <br />2575.513 <br />MULCH MATERIAL TYPE 5700181 <br />CY <br />3600 <br />528.06 <br />57.00 <br />51,627.92 <br />5700 <br />._, <br />51,077.92 <br />65 2575.532 <br />FERTIL2C0jTYPE 24.12.24) <br />IDS <br />22000 <br />S06.0 <br />000 <br />50.00 <br />__ „ -- <br />0.00 <br />50.00 <br />60 1 2575.545 <br />-_ <br />WEED SPRAYING <br />SY <br />3,50007 <br />50,76 <br />,.. <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />67 <br />2575.550 <br />COMPOST, GRADE 2 _._ <br />CY <br />36.00 <br />525.50 <br />52.00 <br />01,326.00 <br />52.00 <br />01,32600 <br />68 <br />2575.604 <br />SEEDING (TYPE 270) <br />SY <br />3,50000 <br />00.07 <br />7,23000 <br />57,013.10 <br />723000 <br />57.013.10 <br />60 <br />SPEC <br />710/7ORARY BASIN GRADING <br />LS <br />1.003 <br />11.53000 <br />0.00 <br />50.00 <br />1.00 <br />51530.00 <br />70 <br />SPEC <br />TEMPORARY SEDIMENT BASIN OUTLET <br />LS <br />100 <br />520400 <br />0.00 <br />5000 <br />1.00 <br />520900 <br />71 <br />SPEC <br />GRADATION 1151 <br />EACH <br />5.00 <br />87650 <br />000 <br />5000 <br />200 <br />5153.00 <br />72 <br />SPEC <br />PROCTOR TEST <br />EACH <br />400 <br />091.00 <br />0.00 <br />00.00 <br />3.00 <br />0275.40 <br />73 <br />SPEC <br />DENSITY TEST IN PLACE <br />EACH <br />1600 <br />525.50 <br />0.00 <br />50.00 <br />12.00 <br />530600 <br />74 <br />SPEC <br />CONCRETE TESTS ,CYUNOERS(SETQF3)_ <br />EACH <br />7.00 <br />SO1.80 <br />700 <br />00.00 <br />400 <br />$367.20 <br />75 <br />SPEC <br />NUCLEAR BITUMI OUSDENSITY <br />EACH <br />6.00 <br />52550 <br />0.00 <br />50,00 <br />3.00 <br />07050 <br />70 <br />SPEC <br />EXTRACTION /GRADATION <br />EACH <br />000 <br />0127.50 <br />0.00 <br />00.00 <br />100 <br />5127.50 <br />77 <br />SPEC <br />AIR V0105 TEST <br />EACH <br />0.00 <br />5127.50 <br />0.00 <br />50.00 <br />100 <br />5127.50 <br />SCHEDULE 1.0 ' DIANNA LAN0 -TOTAL 534,916.50 5375.905.16 <br />SCHEDULE 20- DIANNA 0ANE (MILL 6 OVERLAY) <br />1 <br />2021501 <br />MOBILIZATION <br />05 <br />100 <br />81_00000 <br />0.00 <br />50.00 <br />1.00 <br />51,000.00 <br />2 <br />2104505 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />21500 <br />52.04 <br />000 <br />50.00 <br />20000 <br />5530.40 <br />3 <br />2104513 <br />SAW CUT BITUMINOUS (FULL DEPTFF,Ij, <br />LF <br />51600 <br />00.01 <br />0.00 <br />50.00 <br />53600 <br />$536 <br />4 <br />2211,501 <br />AGGREGATE BASE CLASS 5 <br />TON <br />7500 <br />01.5.00 <br />0.00 <br />00.00 <br />06.01 <br />51,440.15 <br />5 <br />2232501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />71000 <br />5225 <br />000 <br />50.00 <br />0.00 <br />5000 <br />6 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />ON <br />100.00 <br />56200 <br />0.00 <br />5000 <br />0.00 <br />50.00 <br />7 <br />2350.502 <br />TYPE LV3 1014 WEARING COURSE MIXTUREABASE) <br />701 <br />500 <br />505.00 <br />0.00 <br />5000 <br />26,00 <br />52.21000 <br />6 <br />2504.602 <br />ADJUST VALVE BOX <br />EACH <br />100 <br />5265.00 <br />000 <br />50.00 <br />0.00 <br />50.00 <br />9 <br />2531501 <br />CONCRETE CURB GUTTER DESIGN 0018 _._ <br />0f,..,. <br />51600 <br />0802 <br />0.00 <br />50.00 <br />540.00 <br />54.76200 <br />SCHEDULE 2,0 ' DIANNA LANE (MILL & OVERLAY). TOTAL <br />50.00 59.94671 <br />3 <br />
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