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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 $65920 <br />47 AGGREGATE BASE, CLASS 5 TN 350 1600 270 $4,32000 <br />48 AGGREGATE SHOULDERING, 100% CRUSHED LIMESTONE TN 60 1800 $0.00 <br />49 SELECT GRANULAR BORROW (CV) CY 550 750 406 756 $5,67000 <br />50 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 260 54.10 230 $12,44300 <br />51 TYPE LV 3 WEARING COURSE MIXTURE (8) TN 90 54.95 90 90 $4,94550 <br />52 BITUMINOUS MATERIAL FOR TACK COAT GAL 130 230 80 80 $18400 <br />53 SIGN PANELS, TYPE C, HIGH INTENSITY SF 12.5 42.00 $000 <br />54 4" SOLID LINE, WHITE EPOXY LF 850 0.30 $000 <br />55 PAVEMENT MESSAGE, RIGHT TURN ARROW - EPOXY EA 2 90.00 $0.00 <br /> TOTAL PART 5 - CSAH 54 RIGHT TURN LANE: $32,49420 <br /> CHANGE ORDER NO.1 <br /> LOCATE, EXPOSE, REMOVE AND REPLACE BOLTS ON EXISTING WATER MAIN LS 1 4720.00 $4,720.00 <br /> TOTAL CHANGE ORDER NO 1: $4,720.00 <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 /> <br />$25,38688 <br />$450.00 <br />$9,48200 <br />$138,93471 <br />$32,49420 <br />$4,72000 <br /> <br />TOTAL WORK COMPLETED TO DATE <br /> <br />$211,46778 <br /> <br />61606148REQ2 xis <br /> <br />/3 <br />