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ITEM <br />140. <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 />I <br />10 <br />2502.541 <br />4" PERF PE PIPE DRAIN VV/SOCK <br />LF <br />43000 <br />52.70 <br />0.00 <br />5000 <br />23850 <br />364' <br />11 <br />2503.602 <br />CONNECT TO EXISTING STORM STRUCTURE <br />EACH <br />2.00 <br />5918.00 <br />0.00 <br />50.00 <br />0.00 <br />% <br />12 <br />2531.501 <br />CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE <br />LF <br />140.00 <br />515.30 <br />0.00 <br />5000 <br />140.00 <br />92.142.00 <br />13 <br />2563.601 <br />TRAFFIC CONTROL <br />LS <br />S250,00 <br />3000 <br />1.00 <br />3250.00 <br />14 <br />2573.530 <br />INLET PROTECTION(VJIMOS21, _...,.... <br />EACH <br />2.00 <br />000 ._.,._ <br />5000 <br />200 <br />5255.00 <br />15 <br />2575.604 <br />SEEDING (TYPE 270) <br />SY <br />13000 <br />50.97 <br />32.00 <br />531.04 <br />32.00 <br />531.04 <br />31.090.60 <br />515.259.03 <br />SCHEDULE 6.0 - CHANGE ORDER 81 )PARK STREET) • TOTAL <br />BID SUMMARY <br />SCHEDULE 1.0- DIANNA LANE - TOTAL <br />SCHEDULE 2.0 • DIANNA LANE (MILL & OVERLAY) - TOTAL <br />SCHEDULE 3.0 • JESSICA COURT • TOTAL <br />SCHEDULE 4.0 'ONTARIO ROAD - TOTAL <br />SCHEDULE 6.0 . PAYNE AVENUE -TOTAL <br />SCHEDULE 6.0- CHANGE ORDER 81 (PARK STREET) - TOTAL <br />TOTAL BID SUMMARY THIS PERIOD <br />TOTAL BID SUMMARY TO DATE <br />TH, )S, P701100 <br />913,040.03 <br />30,00 <br />3597.89 <br />$2,733.08 <br />3734.50 <br />91.000.60 <br />318,797.60 <br />TOTAL TO DATE <br />9445,663.90 <br />316,583.15 <br />937,075.11 <br />343,628.02 <br />3211,014.03 <br />316,269.03 <br />5769,223.26 <br />AMOUNT EARNED <br />AMOUNT RETAINED <br />MATERIAL ON SITE <br />MATERIAL DEDUCT. <br />PREVIOUS PAYMENTS <br />AMOUNT DUE <br />TOTAL THIS PERIOD <br />516.797,50 <br />437,521.30 <br />30.00 <br />30.00 <br />556.318.80 <br />TOTAL TO DATE <br />5769,223.25 <br />50.00 <br />30.00 <br />30.00 <br />5712.904.45 <br />556,318.80 <br />6 <br />