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09-12-2012 Council Agenda
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09-12-2012 Council Agenda
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ITE <br />0 <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />QTY. <br />PER1OD <br />TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />12 <br />503.541 <br />150.1602 <br />12" RC PIPE SEWER DES 3006 CL V <br />6" CATE VALVE BOX 46 <br />1.7 <br />SECTIC <br />5800 <br />3.00 <br />5250000 ...,_,...__ODD <br />53.61 <br />04532 <br />52.564.70 <br />0.00 <br />0.00 <br />5000 <br />5000 <br />,_. 90.22 <br />2.00 <br />.,,.54,080.77 <br />5512940 <br />13 <br />2504.602 <br />ADJUST VALVE DOX <br />EACH <br />2.00 <br />A <br />5231 .75 <br />0.00 <br />60.00 <br />1.00 <br />123175 <br />0.00 <br />50.00 <br />5000 <br />5.90 <br />5109.39 <br />1 <br />EACH <br />1.00 <br />51.23600 <br />0.00 <br />1.00 <br />51,236.00 <br />14 <br />2504602 <br />"WM fl111116" BOLT REPLACEMENT <br />FITTING <br />1.00 <br />512.50 <br />5710.70 <br />0.0D <br />50.00 <br />1.00 <br />5710.70 <br />15 <br />250.502 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24X36: <br />EACH <br />2.00 <br />0.0D <br />62,018.80 <br />0.00 <br />50.00 <br />1.00 <br />52,010.00 <br />16 <br />2506.502 <br />CONST DRAINAGE STRUCTURE DESIGN 48-4020 <br />EACH <br />2.00 <br />1625.35 <br />52.71930 <br />0.00 <br />50.00 <br />3.00 <br />58157.60 <br />17 <br />2506 502 <br />CONST DRAINAGE STRUCTURE DESIGN 704020 <br />EACH <br />1.00 <br />384.4852533723 <br />2.00 <br />64.439.30 <br />0,00 <br />60.00 <br />1.00 <br />5443930 <br />11 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />1.00 <br />0.00 <br />5499.55 <br />0.00 <br />50.00 <br />1.00 <br />5499.55 <br />19 <br />2506.602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />5.00 <br />50.00 <br />5342.99 <br />0.00 <br />5000 <br />500 <br />51714.95 <br />20 <br />2506602 <br />6006007 MANHOLE RINGS &CASTING <br />EACH <br />1.00 <br />5.00 <br />587.55 <br />0.00 <br />50.09 <br />1.00 <br />557.55 <br />21 <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />LF <br />52000 <br />5175.10 <br />51442 <br />0.00 <br />50.00 <br />455.00 <br />56,561.10 <br />22 <br />2563.001 <br />TRAFFIC CONTROL <br />LS <br />1.00 <br />15 <br />_1.6 <br />17 <br />522345 <br />000 <br />60.00 <br />1.00 <br />5221.45 <br />25 <br />2573.53 <br />INLET PROTECTION (WIMCO) <br />EACH <br />7.00 <br />_ <br />50.00 <br />5169.95 <br />8.00 <br />51359.60 <br />13.00 <br />52209.35 <br />24 <br />2575.604 <br />SEEDING (TYPE 270) <br />SY <br />175.00 <br />577.25 <br />53.61 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />25 <br />SPEC <br />GRADATION TEST, CLASS 5 <br />EACH <br />1.00 <br />525 ,75 <br />592.70 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />26 <br />SPEC <br />PROCTOR TEST, CLASS 5 <br />EACH <br />1.00 <br />0.00 <br />0.00 <br />525.75 <br />0.00 <br />60.00 <br />0.00 <br />5000 <br />37 <br />SPEC <br />DENSITY TEST, IN PLACE <br />EACH <br />3.00 <br />125.75 <br />0.00 <br />80.00 <br />0.00 <br />50.00 <br />28 <br />SPEC <br />CONCRETE TESTING. CYLINDERS (SET OF 3) <br />EACH <br />2.09 <br />SCHEDULE 3.0- SPRUCE STREET TOTAL <br />592.70 <br />0.00 <br />50.00 <br />1 00 <br />592.70 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />6,00 <br />525.75 <br />0.00 <br />_._ 60.00 <br />4.00 <br />5103.00 <br />,. <br />30 <br />SPEC <br />EXTRACTION /GRADATION <br />EACH <br />2.00 <br />5123.60 <br />0.00 <br />50.00 <br />2.00 <br />5247.20 <br />31 <br />SPEC <br />AIR VOIDS <br />EACH <br />2.00 <br />512360 <br />0.00 <br />50.00 <br />2.00 <br />5247.20 <br />-' <br />SCHEDULE 2.0 -PARK STREET - TOTAL <br />$2.982.05 509.712.02 <br />2 <br />SCHEDULE 3.0- SPRUCE STREET <br />MOBILIZATION <br />LS <br />1.00 <br />5250000 ...,_,...__ODD <br />53.61 <br />12.00 <br />1.00 <br />52.50040 <br />51.151.59 <br />2023501 <br />2104.505 <br />REMOVE CONCRETE CURB AND GUTTER <br />LF <br />440.00 <br />, -- _50_00 <br />543.32 <br />319.00 <br />A <br />210552 <br />2123.61 <br />7005011. SORROW <br />CY <br />22.00 <br />518.59 <br />0.00 <br />50.00 <br />5000 <br />5.90 <br />5109.39 <br />EXPLORATORY DIG `WIN FITTING" <br />EACH <br />1.00 <br />51.23600 <br />0.00 <br />1.00 <br />51,236.00 <br />5 <br />2231604 <br />BITUMINOUS PATCH SPECIAL <br />5Y <br />345.00 <br />512.50 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />6 <br />2232.501 <br />MILL BITUMINOUS PAVEMENT <br />SY <br />3425.00 <br />51.50 <br />0.0D <br />5000 <br />3.425.00 <br />55.13) 50 <br />7 <br />2350 503 <br />TYPE MV4 WEAR COURSE MIXTUIRE (ORIVEWAYI <br />TON <br />500 <br />5165.00 <br />3.79 <br />1625.35 <br />15.00 <br />52.47500 <br />8, - -, <br />9 <br />2350501_ <br />2504.602 <br />TYPE MV4 WEAR COURSE MI XTURE,,._,..,_.. <br />ADJUST VALVE BOX <br />.TON430.00 <br />EACH <br />565.90 <br />_16.83 <br />(51.108.44) <br />50.00 <br />384.4852533723 <br />2.00 <br />5381.10 <br />2.00 <br />5190.55 <br />0.00 <br />10 <br />2504.602 <br />"WIN FITTING" BOLT REPIACEMENT <br />FITTING <br />1.00 <br />5710.70 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />11 <br />2506.522 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />1.00 <br />5499.55 <br />0.00 <br />50.00 <br />2.00 <br />5999.10 <br />12 <br />2506.602 <br />REPLACE STRUCTURE RINGS <br />EACH <br />5.00 <br />5342.99 <br />0.00 <br />50.00 <br />5.00 <br />51,71405 <br />13 <br />2506.602 <br />REGROUT MANHOLE RINGS & CASTING <br />EACH <br />2.00 <br />587.55 <br />1.00 <br />587.55 <br />2.00 <br />5175.10 <br />IA <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />LP <br />440.00 <br />51442 <br />12.00 <br />5173.04 <br />319.00 <br />54.599.08 <br />15 <br />_1.6 <br />17 <br />2561.601 <br />2573.53 <br />2575.604 <br />TRAFFIC CQ_NTROL __. . .._...._._..._._.._..._..___... <br />INLET PROTECTION ( WIMCO),.._-_._ .._...._......._..__.v__..._... <br />SEEDING (TYPE 270) <br />L$..........._.,,100 <br />EACH <br />5Y <br />2_00... __._ <br />150.00 <br />5221.45 <br />.............5169,05 <br />5561 <br />000_,.__..........._ <br />0.00 <br />50.00 <br />50.00 <br />100 <br />200 <br />522135 <br />5319.90 <br />50.00 <br />0.00 <br />_ <br />50.00 <br />0.00 <br />._.(8 <br />19 <br />, SPL;C <br />SPEC <br />GRADATION TEST. CLASS 5,,.__.. <br />PROCTOR TEST CtAS55 <br />EACH <br />EACH <br />1.00 <br />1.0D <br />577.25 <br />1.00 <br />877.25 <br />100 <br />577.25 <br />592.70 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />20 <br />SPEC <br />DENSITY TEST. IN PLACE <br />EACH <br />3.00 <br />525 ,75 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />21 <br />SPED <br />CONCRETE TESTING, CYLINDERS (SET OF 3) <br />NUCLEAR BITUMINOUS DENSITY <br />EXTRACTION/GRADATION <br />EACH <br />EACH <br />EACH <br />2.00 <br />-, -900 <br />1.00 <br />592.70 <br />525.75 <br />0.00 <br />0.00 <br />5000 <br />50.00 <br />1.00 <br />200 <br />59210 <br />65150 <br />22 <br />23 <br />SPEC_ <br />SPEC <br />I 5128.75 <br />0.00 <br />50.00 <br />1.00 <br />5128.75 <br />SPEC <br />AIR V0105 <br />EACH <br />100 <br />5128,75 <br />0.00 <br />50.00 <br />1.00 <br />5128.75 <br />SCHEDULE 3.0- SPRUCE STREET TOTAL <br />(5101.93) 546857.24 <br />
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