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ITEM <br />NO. <br />ITEM DESCRIPTION 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 />2104.003 ABANDON STORM MAIN <br />IF 32200 <br />5500 <br />0.00 <br />5000 10000 51119.10 <br />COMMON EXCAVATION <br />CY 111.1111111111037) <br />000 <br />5000 2451.00 512353.04 <br />OW <br />a <br />TOPSOIL BORROW <br />CY 230.00 <br />521.00 <br />000 <br />50.00 60.00 51,25002 <br />®2105.525 <br />2105601 DEWATERING <br />LS 1.00 <br />54.725.00 <br />0.00 <br />50.00 100 54,725.00 <br />1111111111EMENEXPLORATORY <br />DIG <br />EACH 2.00 <br />51.62300 <br />0.00 <br />50.00 2.00 83.24600 <br />manC/LCIUM <br />CHLORIDE <br />GAL 2000.00 <br />51.50 <br />000 <br />50.00 0.00 5000 <br />en <br />AGGREGATE BASE CLASS.,/CLASS] <br />TON 4.150.00 <br />56.15 <br />0.09 <br />$000 528.067.43 <br />MEM.MILL BITUMINOUS PAVEMENTSY <br />400.00 <br />S8.%3 <br />0.00 <br />5000 000 60.00 <br />10 <br />2360.501 TYPE SPWE12340B WEAR COURSE MIX. <br />TON 040.00 <br />565.2] <br />0.00 <br />50.00 613.30 640.030.09 <br />10 <br />MEEIMIETYPE SPWE83400 WEAR COURSE MIX. DRIVEWAY/LOTS <br />TON 160.00 <br />595.32 <br />0.00 <br />50.00 0.00 60.00 <br />�20 <br />2360.001 TYPE SPNW83300 NON WEARING COURSE MIX. <br />840.00 <br />584.01 <br />000 <br />50.00 6]8.95 543 959.59 <br />TYPE SPNW53300 NON WEARING COURSE MIX. DRIVEWAY/L <br />TON 12000 <br />5107.24 <br />000 <br />50.00 105.00 617.694.60 <br />21 <br />22 <br />23G0.601 <br />2501002 CMP FES W/ TRASHGUARI3 FOR 12" HOPE STORM MAIN <br />EACH 1.00 <br />$570%5 <br />0.00 <br />50.00 1 O 5570.75 <br />23 <br />X12" RC PIPE SEWER DES 3006.OLV <br />LF 9000 <br />52395 0.00 <br />5000 5443075 <br />24 <br />2503.541 12" DUAL WALL HOPE STORM SEWER <br />1.5 148.00 <br />510.56 000 <br />50.00 14300 62.65406 <br />15 <br />2503.5 RC PIPE SEWER DES 3008. CLIII <br />LE 160.00 <br />525]2 000 <br />60.00 160.0 .115.207 <br />26 <br />41 26' <br />2503.541 24' RC PIPE SEWER DES 3006. CL 111 <br />F 392.00 <br />53008 0 O <br />6003 39200 511]9191 36 <br />2503.541 30" RC PIPE SEWER DES 3006. CL III <br />ILF i500D <br />000 <br />$0.00 15000 <br />r®36- SPAN RC PIPE ARCH SEWER CLIIA <br />15 263.00 <br />0.00 <br />50.00 26300 516.704.00 <br />® <br />2503.602 CONNECT TO EXISTING <br />1=112Sa 3.00 <br />0.00 <br />5000 111111111111=6132302 <br />0 <br />252 <br />0360 <br />2.00 <br />5664.91. 0.00 <br />50.00 5132982 <br />®® <br />E® <br />58480 000 <br />S0.00� 6593.00 <br />25060 <br />EACH MK <br />519528 0.0 <br />60.00 000 60.00 <br />® <br />2506.602 055067 WATERMAIN <br />0.00 60.00 200 56.157.90 <br />2504604 WATERMAIN INSULATION <br />�� <br />9800 <br />0.00 60.00 200.00 51.56000 <br />6 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 2d"%3G" <br />® 400 <br />51,33016 0.00 50.00 4.00 55320.64 <br />��i�. <br />� CONST DRAINAGE STRUCTURE DESIGN 484020 <br />® 4.00 <br />51301.50 000 50.00 4.00 85,406.00 <br />OW <br />CONST DRAINAGE STRUCTURE DESIGN 604020 <br />11111111Mann <br />52524.13 0.00 5000 £.00 55.04850 <br />CONST DRAINAGE STRUCTURE DES' Q <br />EACH SEM <br />68039.00 000 60.00 100 58030.0 <br />36 <br />- J9 <br />2506.502 <br />2506.522 ADJUST FRAME AND RING CASTING <br />EACH 15.00 <br />6554.51 -"0.00 50.0014.00 57.76314 <br />IECIIIOW <br />RANDOM RIP RAP CLASS 11/ <br />el 6.00 <br />606,19 000 8000 6.00 539666 <br />3.490 00 <br />00D 6000 9315.OD 628 509.00 <br />42 <br />253 0 <br />( 11 Ilk <br />152.00 <br />544.50 0.00 60.00 12080 65.375.60 <br />43 <br />2551,6D4 <br />( 1 <br />SY 80.00 <br />555.00 0.00 50.00 00,76 64.441.25 <br />44 <br />ItEMENCONCRETE <br />PEDESTRIAN RAMP W" THICK <br />SY 21.00 <br />$36.00 0.00 6000 000 6000 <br />TRUNCATED 00MES <br />®_8.00 <br />550.00 0.00 50.00 0.00 50.00 <br />®� <br />TRAFFIC CONTROL <br />® 100 <br />53,600.00 0.00 6000 1.00 53600.00 <br />®"®1 <br />INSTALL SALVAGED BOLLARD <br />® 4.00 <br />610000 0.00 MOD 0.00 60.60 <br />m <br />2073.502 <br />SI LT 5ENCE, TYPE MACHINE. SLICED <br />LF 1,645.00 <br />52.00 0.00 6000 1248.00 52,496.00 <br />M19 <br />2573520 <br />SEDIMENT REMOVAL BACKHOEHOURS <br />5.00 <br />616000 0.00 60.00 000 50.00 <br />50 <br />INLET PROTECTION WIMCO <br />EACH 1400 <br />528000 0.00 50.00 13.00 5364000 <br />51 <br />_25%3.530 <br />2 <br />INLET PROTECTION STRUCTURE W/0 CASTING <br />EACH1200 <br />5168.00 <br />0.0D 500 0 57.01600 <br />52 <br />26]3002 <br />INLET SEDIMENT REMOVAL <br />EACH 2%.00 <br />6124.96 <br />0.00 60.00 000 5749.76 <br />53 <br />2573.607 <br />ROCK CHECK DAM <br />CY 50.00530.00 <br />0.00 MOO 00D 80.00 <br />54 <br />2575800 <br />SEEDING TYPE 270 <br />W 220000 <br />5083 <br />0.00 50.00 3429.00 <br />SCHEDULE 2.0- SPRUCE STREET --TOTAL 50.00533].]80.11 <br />SCHEDULE 3.0 - CHANGE ORDERS <br />PEC <br />CHANGE ORDER 81 <br />4710 <br />000 <br />50.00 <br />00 <br />472 04 <br />SCHEDULE 3.0 -CHANGE ORDERS .. TOTAL <br />60.00 <br />17.472.04 <br />BID SUMMARY <br />SCHEDULE 1.0 - PINETREE PONDS - TOTAt. <br />SCHEDULE 2.0 . SPRUCE STREET - TOTAL <br />SCHEDULE 3.0- CHANGE ORDERS-. TOTAL <br />TOTAL BID SUMMARY THIS PERIOD <br />TOTAL BID SUMMARY TO DATE <br />THIS PERIOD <br />515,410.00 <br />50.00 <br />50,00 <br />515,410.00 <br />TOTAI. TO DATE <br />5590,978.00 <br />5337,780.11 <br />517.472.04 <br />AMOUNT EARNED <br />AMOUNT RETAINED <br />MATERIAL ON SITE <br />MATERIAL DEDUCT. <br />PREVIOUS PAYMENTS <br />AMOUNT DUE <br />TOTAL THIS PERIOD <br />515.410.00 <br />5770.50 <br />50.00 <br />$0.00 <br />514,639.50 <br />TOTAL TO DATE <br />5954,230.96 <br />547,711.55 <br />60.00 <br />50.00 <br />$001.079.91 <br />514,639.50 <br />5954,230.96 <br />