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NO <br />TEM DESCRIPTION <br />UNIT <br />ORIGINAL CONTRACT <br />OTY, UNIT PRICE <br />THIS PERIOD TOTAL TO DATE <br />QTY. TOTAL PRICE QTY. TOTAL PRICE <br />43 2505502 <br />44 2608.522 <br />45 2511.501 <br />46 I 2531.601 <br />47 2531.501 <br />40 2531.507 <br />007451 DRAINAGE STRUCTURE DESIGN 484020 <br />/0,01201 FRAME ANO RING CASTING <br />RANDOM RIP RAP CLASS 01 <br />CONCRETE CURB S. GUTTER DESIGN 0018 <br />EACH <br />EACH <br />07 <br />LF <br />11 <br />SY <br />12.05 <br />0.00 <br />6.00 <br />354000 <br />125.00 <br />250.00 <br />6100320 <br />6326.40 <br />512136 <br />50,02 <br />61530 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />60.00 <br />$0.00 <br />11.00 <br />518625.20 <br />52611;20 <br />5728.28 <br />6.00 <br />3_574,00 <br />12500 <br />60.00 <br />5000 <br />50.00 <br />$3152260 <br />51,012.60 <br />CONCRETE CURB & 001169300101 SURMOUNTABLE <br />CONCRETE ORIVEWAYAPRON(6 "THICK) <br />530.70 <br />0.00 <br />28510 <br />511345.26 <br />49 1 2531.507 <br />CONCRETE DRIVEWAY PAVEMENTS " THICK, <br />3Y <br />75.00 <br />539.78 <br />0.00 <br />5000 <br />102.03 <br />64057.56 <br />50 2531507 <br />CONCRETE DRIVEWAY PAVEMENT (COLORED 0' THICK) <br />SY <br />15.00 <br />57850 <br />0.00 <br />5000 <br />0.00 <br />6000 <br />51 2531.004 <br />CONCRETE VAI.LEY GUTTER50 "THICK) <br />SY <br />20.00 <br />55202 <br />0.00 <br />5000 <br />0.00 <br />50.00 <br />57 2640.607 <br />INSTALL SALVAGED PAVERS <br />SF <br />59000 <br />63.00 <br />5903 <br />5100,54 <br />100.00 <br />530060 <br />53 2540.602 <br />INSTALL SALVAGED MAILBOX <br />LS <br />1.00 <br />5637.50 <br />0.00 <br />$0.00 <br />1.00 <br />5637.50 <br />54 2540603 <br />I 060914 EDGER STEEL. <br />LF <br />370.00 <br />66.12 <br />500 <br />530.60 <br />167.0D <br />5102204 <br />55 1 2540.610 <br />INSTALL ROCK RETAINING WALL <br />SF <br />75.00 <br />53465 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />50 2545.602 <br />INSTALL SALVAGED LIGHT5010 <br />080H <br />1.00 <br />51,53000 <br />0.00 <br />5000 <br />0.00 <br />5000 <br />57 2503.001 <br />TRAFFIC 000510401 <br />LS <br />1.00 <br />0122400 <br />000 <br />5000 <br />1.00 <br />6122400 <br />58 2571602 <br />SILT FENCE. TYPE 80011104E SLICED <br />LP <br />435.00 <br />52.14 <br />0.00 <br />6000 <br />435.00 <br />593090 <br />59 2573.57 <br />SEDIMENT REMOVAL 08001400 <br />HOURS <br />10.00 <br />510200 <br />3.00 <br />330600 <br />3.00 <br />6300.00 <br />60 <br />2573.53 <br />INLET PROTECTION(WIM000 <br />EACH <br />14.00 <br />512750 <br />000 <br />50.00 <br />16,00 <br />52.04000 <br />61 <br />2573.53 <br />INLET PROTECTION) TRLICTIIRE '810 CASTING) <br />EACH <br />15.00 <br />591.80 <br />0.00 <br />50.00 <br />13.00 <br />$119340 <br />62 <br />257353 <br />INLETS= DIMENT REMOVAL <br />EACH <br />83 570 <br />0.00 <br />10.00 <br />5357.00 <br />63 <br />2573.007 <br />ROADWAY ROCK CHECK 0914 <br />CY <br />100.00 <br />535.70 <br />0.00 <br />60.00 <br />6018 <br />62,36203 <br />64 <br />2575.513 <br />MULCH MATERIAL TYPE SPECIAL <br />GY <br />3600 <br />$20.50 <br />0,00 <br />50.00 <br />57.00 <br />61.62702 <br />55 <br />2575.532 <br />FERTILIZER (TYPE 2412.245 <br />Be 1 <br />220.00 <br />50.66 <br />0.00 <br />5000 <br />0.00 <br />60.00 <br />66 <br />2575.545 <br />WEED SPRAYING <br />SY <br />3.50000 <br />50.26 <br />0.00 <br />50.00 <br />0.00 <br />0007 <br />G7 <br />2575.550 <br />COMPOST, GRADE 2 <br />01' _._.. <br />36.00 <br />0.00 <br />.$0;00 <br />52.00 <br />.._61,3200 <br />65 <br />2575604 <br />SEEDING TYPE 270) <br />SY <br />3500.00 <br />60.97 <br />0.00 <br />60.00 <br />7.230.00 <br />57.013.10 <br />69 <br />89E0 <br />TEMPORARY BASIN GRADING <br />LS <br />1.00 <br />51,530_00 <br />0.00 <br />5000 <br />1,00 <br />5153000 <br />70 <br />SPEC <br />TEMPORARY SEDIMENT BASIN CUTLET <br />LS <br />1.00 <br />5204.00 <br />0.00 <br />60.00 <br />1.00 <br />0204.00 <br />7) <br />SPEC <br />GRADATION TEST <br />EACH <br />0000 <br />670.50 <br />0.00 <br />S0.00 <br />2.02 <br />6153.00 <br />72 <br />SPEC <br />PROCTOR TEST <br />EACH <br />4.00 <br />591.80 <br />0.00 <br />50.00 <br />3.00 <br />5275.40 <br />73 <br />SPEC <br />DENSITY TEST 114 PLACE <br />EACH <br />16.00 <br />52550 <br />0.00 <br />80.00 <br />12.00 <br />0300,02 <br />74 <br />SPEC <br />CONCRETE TESTING. CYLINDERS (SET OF 3) <br />EACH <br />7.00 <br />601,00 <br />0.00 <br />50.00 <br />4.00 <br />5367.20 <br />75 <br />SPEC <br />NUCLEAR BITUMINOUS DENSITY <br />EACH <br />G.00 <br />625.50 <br />0.00 <br />50.00 <br />3_00 <br />S76.50 <br />76 <br />SPEC <br />EXTRACTION/GRADATION <br />EACH <br />0.00 <br />5127.50 <br />000 <br />50.00 <br />1.00 <br />512'7.50 <br />%'! <br />SPEC <br />AIR VOIDS TEST <br />EACH <br />- G 0O__ <br />6127.50 <br />0.00 <br />80.00 <br />1.00 <br />5127.50 <br />SCHEDULE 1.0- DIANNA LANE - TOTAL 522.260.75 5395.16607 <br />SCHEDULE 2.0 - DIANNA LANE (MIL1 & OVERLAY) <br />1 <br />2021.501 <br />MOBILIZATION <br />T <br />LS 1 <br />1O0 <br />51.00000 <br />0.00 <br />30.00 <br />1.00 <br />51000.00 <br />2 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />215.00 <br />62.04 <br />0.00 <br />60.00 <br />200.00 <br />5530.40 <br />3 <br />7104.513 <br />SAW CUT BITUMINOUS (FULL 055174) <br />LP <br />510.00 <br />5001 <br />000 <br />5002 <br />530.00 <br />55.30 <br />4 <br />5 <br />2211501 <br />2232501 <br />AGGREGATE BASE CLASS 5 <br />MILL BITUMINOUS PAVEMENT <br />7004 <br />S)' <br />75.00 <br />750.00 <br />615.00 <br />52.25 <br />0.00 <br />0.00 <br />50.00 <br />5000 <br />9805 <br />0.00 <br />61.44015 <br />50.00 <br />6 <br />2350.501 <br />TYPE MV4 WEAR COURSE MIXTURE <br />TON <br />100.00 <br />562.00 <br />0.00 <br />00.00 <br />0.00 <br />50.00 <br />7 <br />8 <br />2350.502 <br />TYPELV3 NON WEARING COURSE MIXTURE (BASE) <br />90.1051 VALVE BOX <br />TON <br />EACH <br />5.00 <br />1.00 <br />0.00 <br />50.00 <br />36.00 <br />52,21000 <br />2504.602 <br />5265.00 <br />0.00 <br />60,00 <br />0.00 <br />50.00 <br />9 <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN 8610 <br />LF <br />51600 <br />5082 <br />0.00 <br />50.00 <br />540.00 <br />SCHEDULE 2.0- DIANNA LANE (MILL & OVERLAY) - TOTAL 60.00 09.94671 <br />3 <br />