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ITEM <br />NO. <br />ITEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />QTY. UNIT PRICE <br />THIS PERIOD <br />QTY. TOTAL PRICE <br />TOTAL TO DATE <br />QTY. TOTAL PRICE <br />10 <br />11 111EMEall <br />2104.003 ABANDON STORM MAIN <br />Lf <br />222.02 <br />5.89 000 <br />50,00 190.00 <br />51119.10 <br />COMMON EXCAVATION P <br />CY <br />2451.00 <br />0.00 <br />50.00 245100 <br />512.353.04 <br />®TOPSOIL BORROW <br />CY <br />23000 <br />0,00 <br />50.00 60.00 <br />81.20000 <br />13 <br />14 <br />Inn DEWATERING <br />LS <br />1.00 <br />4,725.00 000 <br />50.00 100 <br />54725.00 <br />2143610 EXPLORATORY 016 <br />EACH <br />2.00 <br />1,623.00 0.00 <br />5000 2.00 <br />53.246.00 <br />15 <br />010 <br />2131502 CALCIUM CHLORIDE <br />GAL <br />2,000,00 <br />1.50 000 <br />50.00 000 <br />5000 <br />AGGREGATE BASE CLASS 5/ CLASS <br />TON <br />4.150.00 <br />6.15 000 <br />50.00 _ 4503,01 <br />®M ILL BITUMINOUS PAVEMENT <br />SY <br />TON <br />4000D <br />64000 <br />6.73 0.00 <br />65.27 <br />50.00 0.00 <br />540 030.09 613,30 <br />50.00 <br />$40 030.09 <br />TYPE SPWE03408 WEAR COARSE MIX. <br />18 <br />19 <br />�20 <br />SEEM TYPE SPWE0340B WEAR COURSE MIX. 1_O,RIVEWAY /LOTS <br />180.00 <br />95,32 0.00 <br />5000 0.00 <br />5000 <br />2300,501 TYPE ENW03300 NON WEARING COURSE MIX, <br />640,00 <br />0.00 <br />50.00 67895 <br />543459.59 <br />21 <br />1 TYPE SPNW03300 NON WEARING COURSE MI X.(DRIVEWAYIL <br />TON <br />120.00 <br />107.24 000 <br />50.00 16500 <br />517,694.60 <br />11 <br />CMP Ff,S W/ TRASHGUARD FOR 12" HDPE STORM MAIN <br />EACH <br />100 <br />570.75 0,00 <br />50.00 100 <br />5570.75 <br />2100.501 12' RC PIPE SEWER DES 3006 CLV <br />2503.041 12" DUALWALL HDP6 STORM SEWER <br />LP <br />LF <br />LF <br />9000 <br />140.00 <br />160.00 <br />23.95 0.00 <br />10.56 000 <br />25.72 0.00 <br />105.0 <br />50.00 14_00 <br />5000 16000 <br />64430.75 <br />52654.08 <br />54.115.20 <br />® <br />m <br />f <br />® <br />® <br />® <br />® <br />®wn <br />© <br />®CONST <br />O� <br />0 <br />m4 <br />WNW <br />42 <br />2503541 18'0C PIPE SEWER DES 3008 01111 <br />2503 24' RC PIPE SEWER DES 3006, CULL <br />LF <br />39200 <br />30.00 000 <br />5000 392.0 <br />511 .791.16 <br />56.979 50 <br />30' RC PIPE SEWER 005 3006, CI. In <br />21. <br />150 00 <br />46.53 0 00 <br />50.00 <br />®.541 <br />36' SPAN RC <br />CONNECT TOPE %STNG STORM EWER <br />6 23000 <br />0.00 <br />50.00 2fi2.0 <br />561.003.00 <br />/'ICON <br />CONNECT TO EXISTING STORM STRUCTURE <br />2.00 <br />000 <br />50.00 200 <br />51.32902 <br />ADJUST VALVE BOX <br />® <br />�� <br />0,00 <br />000 <br />50.00 ).00 <br />50.00 000 <br />50.00 <br />2504.602 'WATERMAIN FITTING' BOLT REPLACEMENT <br />2504602 OFFSET WATERMAN <br />®� <br />3070.95 <br />000 <br />5000__ 2.00 <br />" <br />"®$' WATERMAIN INSULATION <br />�� <br />Inal.11.1.1n <br />9®'l <br />�®' <br />in® <br />® <br />97 <br />SY <br />600 <br />3490.00 <br />00.00 <br />7.80 <br />�� <br />8039.00 <br />554.51 <br />® <br />8.00 <br />44.50 <br />55.00 <br />000 <br />0.00 <br />000 <br />000 <br />0.00 <br />000 <br />0,00 <br />000 <br />0.00 <br />5000 200.00 <br />50.00 4.00 <br />61,56000 <br />55.320.64 <br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36' <br />CONST DRAINAGE STRUCTURE DESIGN 484020 <br />50.00 <br />5000 <br />50.00 <br />5000 <br />5000 <br />50.00 <br />5000 <br />50.00 <br />4.00 56,406.00 <br />200 <br />50039.00 <br />1400 <br />DRAINAGE STRUCTURE DESIGN 604020 <br />CONST DRAINAGE STRUCTURE DESIGN 105 4020 <br />2506.522 ADJUST FRAME AND RING CASTING <br />2511,502 RANDOM RIP RAP CLASS IV <br />600 <br />__331500 <br />120.80 <br />80./5 <br />528 509.00 <br />$5 375.60 <br />54441.2 <br />CONCRETE CURBS. GUTTER DESIGN B610 <br />2831507 CONCRETE DRIVEWAY PAVEMENT (6` THICH) <br />43 <br />2531004 CONCRETE VALLEY GUTTER (8' THICK) <br />44 <br />2531004 CONCRETE PEDESTRIAN RAMP 16' THICK <br />SY <br />001 <br />21.00 <br />4, <br />. <br />3600 <br />30.00 <br />360000 <br />0.00 <br />0.00 <br />5000 0.00 <br />50.00 000 <br />6000 <br />50.00 <br />® <br />0 <br />InfillillEgnNSTALL <br />m <br />m <br />UMsizma <br />11502i0 <br />©WSEEDING(TYPE <br />2531618 TRUNCATE() DOMES <br />2553,601 <br />000 <br />50.00 <br />1.00 <br />53,600.00 <br />SALVAGED BOLLARD <br />ninttailii <br />lF <br />1.64500 <br />100.00 <br />000 <br />5000 <br />000 <br />50.00 <br />2573.502 SILT FENCE TYPE MACHINE SLICED <br />R00 <br />000 <br />SO.00 <br />52496.00 <br />2573520 SEDIMENT REMOVAL BACKHOE <br />HOURS <br />5.00 <br />16000 <br />000 <br />50.00 <br />000 50.00 <br />INLET PROTECTION,IMMCO) <br />EACH <br />®OW0 <br />5000 <br />280.00 <br />16800 <br />124.93 <br />30.00 <br />0 CO C0 <br />000 <br />000 <br />0.00 <br />50.0 <br />50.00 <br />50.00 <br />50,00 <br />53040.00 <br />52016.00 <br />6.00 5749 ,70 <br />000 50.00 <br />W INLET PROTECTION STRUCTURE W/0 CASTING <br />INLET SEDIMENT REMOVAL <br />® <br />®ROCK CHECK DAM <br />270) <br />57 <br />220000 <br />083 <br />0.00 <br />5000 <br />3429.00 52846,07 <br />SCHEDULE 2.0. SPRUCE STREET -TOTAL <br />540.03009 <br />5337,70011 <br />BID SUMMARY <br />SCHEDULE 1,0- PINETREE PONDS - TOTAL <br />SCHEDULE 2.0 . SPRUCE STREET - TOTAL <br />TOTAL 910 SUMMARY THIS PERIOD <br />TOTAL BID SUMMARY TO DATE <br />THIS PERIOD <br />629,605.90 <br />$40,030.09 <br />669,716.07 <br />TOTAL TO OATS <br />$574,644.53 <br />6337,760.11 <br />$912,424.64 <br />AMOUNT EARNED <br />AMOUNT RETAINED <br />MATERIAL ON SITE <br />MATERIAL DEDUCT, <br />PREVIOUS PAYMENTS <br />AMOUNT DUE <br />TOTAL THIS PERIOD <br />$69.716.07 <br />63,405.60 <br />$0.00 <br />$0.00 <br />566,230.27 <br />TOTAL TO DATE <br />6912,424.64 <br />$45,621.23 <br />60.00 <br />$0.00 <br />$000.573.14 <br />506,230.27 <br />3 <br />