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<br /> ITEM ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE <br /> NO. ITEM DESCRIPTION UNIT QTY. UNIT PRICE QTY. TOTAL PRICE QTY. TOTAL PRICE <br /> 28-_ 2582504 4oVEMCON~MEE LNE EPOXYGAP SYM) EPOXY ELFH 01500 __]103 _000 5000 88500 5954.55 <br /> SCHEDULE 5.0-SPOONER PARK --TOTAL SZ)2 G0 558,35846 <br /> SCHEDULE 6.0-ST. JUDE TURN LANE WORK _ _ - <br /> t 2021.501 MOBILIZATION L8 100 2.90000 100 52900.00 100 52,90000 <br /> T. Z1O4 S01 REMOVE CONCRETE CURD AND GUTTER LF 2]500 3.09 2]500 5849]5 _2]500 $04975 <br /> 3 2104501 REMOVE CONCRETE SIDEWALK SF ____8000 103 11400 511]42 11400 511]42 <br /> 4 2104505 REMOVE CONCRETE PAVEMENT _ SY 3000 361 _ 3100 5tH 91 3100 Stn 9t <br /> 5 2104505REMOVE BITUMINGU$PAVEMENT SY ]].00 1]0 11]00 619890 _ 11]00 5198.90 <br /> G, 2104511_SAW CUTCONCRETE (FULL DEPTHS LF 2400.,_ 515 4300 5221.45 4300 522145 <br /> _2104.513 SAW GUT BITUMINOUS FU( LL DEPTH] _ LF 1300 206 6900__ 5142.14 _ 69.00 5142.14 <br /> 8 2105.501 COMMON E%CAVATION jP) __CY 11500 824 11500 594].60 11500 _ _ 594]60 <br /> 9 2105.525 TOPSOIL BORROW _ CY _31 00 1339 11 00 514>.29 it 00 514'!.29 <br /> 10 2211.501 AGGREGATE 9ASECLASS 5, ROAD _ _ TON 13000 9.2] 8544____ _S]92.03 8546 __5]9203 <br /> it 2232501 MILL BITUMINOUS PAVEMENT _SY 11000 Sts __._3300 516995 3300 5169:95 <br /> 12 2350.501 TYPE MVO WEAR COURSE MIXTURE , _1ON 11 20 60 R 2031 St 234.24 2031 Si.23424 <br /> 13 2350.502 TYPE lV3 NON WEARING COURSE MIXTURE(BASE) _ TON_ 2G 00 5]68 3291 Si <br /> 890.25 3291 St 898.25 <br /> 14 2531.501 CONCRETE CURB&GUTTER LF 250.00 92J 25300 5239531 25300 52,345.31 <br /> 15 253L50] CONCRETE PAVEMENT ~ SY 15500 4]GB ._.20400 $9 ]2G ]2 _ 20400 59]26]2 <br /> 16 2521401 4"CONCRETESIOEWAIK SF_,., _5500 314 5]00 SD898 5]00 __51]8.98 <br /> 1] 2531618 TRUNCATED DOMES SF__ 1200 _ 36.05 000 520840 _ 800 5288.90 <br /> 18 2503541 12"RC PIPE SEWER DE53006 CLV LF 1500 20 GO ,_1800 53]080 1800 S3]0.80 <br /> 19 2506502 CONST DRAINAGESTRUCTURE DESIGN SPECIAL24"X36 EACH _100 1215401 100 _ 51)21540 _ _ 100 St 215.40 <br /> 20 2506502 CONST DRAINAGE STRUCTURE DESIGN 984020 EACH 100 16598 _100 _ 5165985 100 SL659.85 <br /> 21 2503602 CONNECT TO EXISTING STORM SEWER EACH 200 59590 200 _ _ 5109L80 __200_51091.80 <br /> 22 2582.502_4_5OLID WHITE LINE,EPOXY _ LF 5000 103 000 _ __50.00___ _ __.,000 50,00 <br /> 23 2582.501 PAVEMENT MESSAGE {RIGHT TURN ARROIA~ EPOXY_ EACH 100 5000 000 50.00 000 50.00 <br /> ,24 2564531.,81 SIGN PANEL) TYPEC _SF 625 _ 2]30______000 50;00 000 SO;OD <br /> 25 2564.602 f81SIGN POST _ EACH___-,100 82 d0 _ 000 _ 50.00 .,,,000 5000 <br /> 26 25]6;604 SEEDING T( YPE 2]0) SY _ 2]500 _ 129__-_ 24000, 5309 G0 .24000 _ 530960 <br /> 2]__ 2563.601 TRAFFIC CONTROL LS„_ 100 __80000 100___ _ 5800_00_ _ 100 SB00.00 <br /> SCHEDULE 6.0 ~ST. JUDE TURN LANE WORK TOTAL S2],)i]]9 S2>,It>]9 <br /> SCHEDULE]0 CHANGE ORDERS <br /> 1 I SPEC CHANGE ORDER#2 ~ LS ~ 100 _ ]dam>00 000 ~ 5000 - 100 5]60]00 <br /> ~ SCHEDULE ].0-CHANGE ORDER-TOTAL 50.00 S],40]00 <br /> 81O SUMMARY THIS PERIOD TOTAL TO DATE <br /> SCHEDULE I.O-ELIftOAD AND DESOTO STREET --TOTAL $180,620.40 5219,921.56 <br /> 4 696.91 $604,819.06 <br /> SCHEDULE 2.0-THUNDER BAY ROAD --TOTAL 5 2, <br /> SCHEDULE 3.0 ~LAKESIUE COURT-TOTAL SB2AO 520],524.20 <br /> SCHEDULE d.0-PIONEER PARK --TOTAL 50.00 546,059.11 <br /> SCHEDULE 5.0-$POONEft PARK --TOTAL $2]260 558,358.46 <br /> SCHEDULE 6.0-ST. JUDE TURN LANE WORK --TOTAL 52],]1].]9 52],]11.]9 <br /> SCHEDULE ].0-CHANGE ORDER ~-TOTAL 50.00 $],40].00 <br /> TOTAL BID SUMMARY THIS PERIOD 5251,368.16 <br /> TOTAL BID SUMMARY TO GATE 51,169,80].12 <br /> TOTAL THIS PERIOD TOTAL TO DATE <br /> AMOUNT EARNED 5261,360.14 51,169,80].12 <br /> AMOUNT RETAINED 512,568.41 558,490.36 <br /> MATERIAL ON SITE 50.00 50.00 <br /> MATERIAL DEDUCT. 50.00 50.00 <br /> PREVIOUS PAYMENTS 58]2,51].03 <br /> AMOUNT DUE 5238.]99.]3 5238,]99.>3 <br /> <br />