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10-12-11 Council Agenda
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NO <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />QTY UNIT PRICE <br />THIS PLR)0) <br />QTY TOTAL PRICE <br />TOTAL TO DATE <br />QTY TOTAL PRICE <br />43 1 <br />44 <br />45 <br />46 <br />47 <br />46 <br />2506502 <br />200522 <br />2511.501 <br />2531.501 <br />2531.501 <br />2531.507 <br />CONST DRAINAGE STRUCTURE DESIGN 404020 <br />ADJUST FRAME AND RING CASTING <br />RANDOM RIP RAP CLASS 10 <br />CONCRETE CURB 6 0011'E8 DESIGN 13618 <br />CONCRETE 00813 S GUTTER 08SIGN SURMOUNTABLE <br />CONCRETE DRIVEWAY APRON 6"THIC8 <br />EACH <br />EACH <br />CY <br />LF <br />LF <br />SY <br />12.00 <br />600 <br />6.00 <br />3.54000 <br />12500 <br />250.00 <br />0169320 <br />532640 <br />5121.38 <br />00.82 <br />515.30 <br />_5_39.76 <br />0.00 <br />100 <br />0.00 <br />1.630.00 <br />125.00 <br />96.20_ _ <br />$0.00 <br />032040 <br />00.00 <br />514420.52 <br />010.2.200 <br />03.826.84 <br />11.00 <br />100 <br />0.00 <br />3.5']4.00 <br />_ 125.00 <br />518625.20 <br />5326.40 <br />5000 <br />53152200 <br />51.912.50 <br />5_t_1y4526 <br />49 <br />2531.507 <br />CONCRETE DRIVEWAY PAVEMENT (6. THICEL <br />5Y <br />75.00 <br />539.78 <br />37.20 <br />01479.82 <br />102.00 <br />04 057.56 <br />50 <br />2531.507 <br />CONCRETE DRIVEWAY PAVEMENTICOI .ORED 6' THICK) <br />SY <br />1500 <br />07650 <br />000 <br />50.00 <br />000 <br />50.00 <br />51 <br />2531.604 <br />CONCRETE VALLEY GUTTER O "TI <ICK <br />SY <br />20.00 <br />052.02 <br />0.00 <br />50.00 <br />000 <br />5000 <br />52 <br />2540602 <br />INSTALL SALVAGED PAVERS <br />SF <br />59000 <br />53.06 <br />4100 <br />5125.45 <br />41.00 <br />0125.46 <br />53 <br />2540.602 <br />INSTALL SALVAGED MAILBOX <br />LS <br />1.00 <br />0007.50 <br />0.00 <br />S0.00 <br />0.00 <br />50.00 <br />54 <br />2540603 <br />LANDSCAPE EDGER STEEL <br />v_ LF <br />370.00 <br />56.12 <br />000 <br />00.00 <br />0.00 <br />50.00 <br />55 <br />2540.615 <br />INSTALL ROCK RETAINING WALL <br />5F <br />7500 <br />03468 <br />0.00 <br />50.00 <br />000 <br />50.00 <br />56 <br />2545.602 <br />INSTALL SALVAGED LIGHTPOLE <br />EAC I4 <br />1.00 <br />01530.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />57 <br />2663.601 <br />TRAFFIC CONTROL <br />I.3 <br />1.00 <br />51.224.00 <br />050 <br />0612.00 <br />1.00 <br />51.224.00 <br />55 <br />2573.502 <br />611.1' FENCE. TYPE MACHINE 811000 <br />I.0 <br />435.00 <br />$2.14 <br />000 <br />S000 <br />435.00 <br />0930.00 <br />59 <br />2573.52 <br />SEDIMENT REMOVAL 0601010E <br />HOURS <br />10.00 <br />5102.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />60 <br />2573.02 <br />INLET PROTECTION (WIMCO)- <br />EACH <br />14.00 <br />0127.50 <br />13.00 <br />01 657.50 <br />16.00 <br />52040.00 <br />61 <br />2573.53 <br />INLET PROTECTION { STRUCTURE W/0 CASTING) <br />EACH <br />15500 <br />59180 <br />000 <br />50.00 <br />13.00 <br />5119300 <br />02 <br />2573.53 <br />INLET SEDIMENT REMOVAL <br />06014 <br />1500 <br />$35.70 <br />0.00 <br />80.00 <br />000 <br />5321.30 <br />63 <br />2573.607 <br />ROADWAY ROCK CHECK DAM <br />CV <br />100.00 <br />535.70 <br />7.90 <br />5284.80 <br />65.40 <br />52 337.64 <br />64 <br />2505.613 <br />MULCI I MATERIAL TYPE SPECIAL <br />Cl' <br />36.00 <br />52056 <br />0.00 <br />00.00 <br />0.00 <br />50.00 <br />65 <br />2575.532 <br />FERTILIZER (TYPE 24.12.241 <br />B. <br />220.00 <br />00.66 <br />0.00 <br />50.00 <br />0.00 <br />00.00 <br />66 <br />2575.545 <br />WEE0 SPRAYING <br />6Y <br />350000 <br />50.26 <br />0.00 <br />50.00 <br />0.00 <br />00.00 <br />67 <br />2575.5550 <br />COMPOST. GRADE 2 <br />CY <br />36.00 <br />525.50 <br />000 <br />60.00 <br />0.00 <br />50.00 <br />68 <br />2515.604 <br />SEEDING(TYPE 270) <br />SY <br />3450000 <br />509) <br />000 <br />60.00 <br />0.00 <br />00.00 <br />69 <br />SPEC <br />TEMPORARY BASIN GRADING <br />LS <br />1.00 <br />Sl 530.00 <br />0.00 <br />60.00 <br />t 00 <br />51,530.00 <br />70 <br />1 SPEC <br />TEMPORARY SEDIMENT BASIN OUTLET <br />LS <br />1.00 <br />5204.00 <br />0.00 <br />50.00 <br />100 <br />5204.00 <br />]t <br />SPEC <br />GRADATION TEST <br />0 C 1 <br />5.00 <br />076 50 <br />0.00 <br />60.00 <br />2.00 <br />5153.00 <br />72 <br />SPEC <br />PROCTOR TEST <br />8 C 4 <br />4.00 <br />091.80 <br />0.00 <br />50.00 <br />3.00 <br />6275.40 <br />73 <br />SPEC <br />0 YE PLACE <br />EAC N <br />1600 <br />525.50 <br />3.00 <br />676.50 <br />12.00 <br />630000 <br />74 <br />SPEC <br />CONCRETE TESTING CYLINDERS (SET OF 3) <br />EACH <br />7.00 <br />591.80 <br />2.00 <br />5103.80 <br />4.00 <br />5367.20 <br />75 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />6.00 <br />525.50 <br />3.00 <br />576.50 <br />3.00 <br />576.60 <br />70 <br />SPEC <br />EXTRACTION/GRADATION <br />EACH <br />6.00 <br />5127.50 <br />1.00 <br />6127.50 <br />1.00 <br />5121.50 <br />07 <br />SPEC <br />AIR VOIDS TEST <br />EACH <br />6.00 <br />6127.50 <br />1.00 <br />5127.50 <br />1.00 <br />6127.50 <br />6CHEDULE 1.0401ANNA LANE -TOTAL 69191124 634098960 <br />SCHEDULE 2.0 4 DIANNA LANE (MILL & OVF:RI.AYI <br />1 <br />2021.501 <br />MOBILIZATION <br />LS <br />100 <br />61000.00 <br />1.00 <br />61,000.00 <br />1.00 <br />51000.00 <br />2 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />215.00 <br />02.04 <br />26000 <br />6530.40 <br />360.00 <br />5530.40 <br />5 <br />2101.513 <br />SAW CUT 8110018006(E011. 0EPT1<3 <br />10 <br />51000 <br />0001 <br />536.00 <br />55.36 <br />53600 <br />55.36 <br />4 <br />2211.501 <br />AGGREGATE BASE CLASS 5 <br />TON <br />615.00 <br />51440416 <br />98.01 <br />51,440.15 <br />5 <br />2232.501 <br />MILL. BITUMINOUS PAVEMENT <br />SY <br />710.00 <br />5)20 <br />000 <br />50.00 <br />000 <br />60.00 <br />6 <br />2350.501 <br />TYPE 004 WEAR COURSE MIXTURE <br />TON <br />10000 <br />662.00 <br />0.00 <br />50.00 <br />0.0D <br />50.00 <br />] <br />2350.502 <br />TYPE LV3 NON WEARING COURSE MIXTURE,OASE) <br />TON <br />5.00 <br />585.00 <br />26.00 <br />52210.00 <br />26.00 <br />52.21000 <br />6 <br />2504.602 <br />ADJUST VALVE 80X <br />EACH <br />1.00 <br />5265.00 <br />0.00 <br />50.00 <br />0.00 <br />60.00 <br />9 <br />2531.501 <br />CONCRETE CURD 6 GUTTER DESIGN 0618 <br />LF <br />516.00 <br />5052 <br />540.00 <br />5476200 <br />540.0D <br />64.762.80 <br />SCHEDULE 2.0- DIANNA LANE (MILL & OVERLAY). TOTAL 50.940.71 59.910.71 <br />3 <br />
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