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<br /> Contract Unit Current Quantity Amount <br />No. Item Unit Quantity Price Quantity to Date to Date <br />46 SUBGRADE PREPARATION - TURN LANE SY 900 0.80 824 $659.20 <br />47 AGGREGATE BASE, CLASS 5 TN 350 16.00 270 $4,320.00 <br />48 AGGREGATE SHOULDERING, 100% CRUSHED LIMESTONE TN 60 18.00 55 55 $990.00 <br />49 SELECT GRANULAR BORROW (CV) . CY 550 7.50 756 $5,670.00 <br />50 TYPE LV 3 NONWEARING COURSE MIXTURE (B) TN 260 54.10 230 $12,443.00 <br />51 TYPE LV 3 WEARING COURSE MIXTURE (B) TN 90 54.95 90 $4,945.50 <br />52 BITUMINOUS MATERIAL FOR TACK COAT GAL 130 2.30 80 $184.00 <br />53 SIGN PANELS, TYPE C, HIGH INTENSITY SF 12.5 42.00 12.5 12.5 $525.00 <br />54 4" SOLID LINE, WHITE EPOXY LF 850 0.30 854 854 $256.20 <br />55 PAVEMENT MESSAGE, RIGHT TURN ARROW - EPOXY EA 2 90.00 2 2 $180.00 <br /> TOTAL PART 5 - CSAH 54 RIGHT TURN LANE: $34,500.40 <br /> CHANGE ORDER NO.1 <br /> LOCATE, EXPOSE, REMOVE AND REPLACE BOlTS ON EXISTING WATER <br /> MAIN LS 4720.00 $4,720.00 <br /> TOTAL CHANGE ORDER NO.1: $4,720.00 <br /> CHANGE ORDER NO.2 <br /> RECONCILING OF THE ORIGINAL CONTRACT PLUS CHANGE ORDERS, TO <br /> THE FINAL CONSTRUCTION COST LS -6142.97 $0.00 <br /> TOTAL CHANGE ORDER NO.2: $0.00 <br /> <br />TOTAL PART 1 - SITE GRADING: <br />TOTAL PART 2 - WATER MAIN: <br />TOTAL PART 3 - STORM SEWER: <br />TOTAL PART 4 - STREETS: <br />TOTAL PART 5 - CSAH 54 RIGHT TURN LANE: <br />TOTAL CHANGE ORDER NO.1: <br />TOTAL CHANGE ORDER NO.2: <br /> <br />$25,874.38 <br />$1,950.00 <br />$9,482.00 <br />$140,771.51 <br />$34,500.40 <br />$4,720.00 <br />$0.00 <br /> <br />$217,298.28 <br /> <br />. TOTAL WORKCOMPLEIED TODAU <br /> <br />61B06148REQ3Flnal.xIs <br /> <br />~Lj <br />