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1996 It :36 AM ' FROM EOJESTRuO * ASSOC 612 636 1311 P. A <br />1905 <br />Item VnH <br />Cootmi-t <br />Quantity <br />Unit <br />Prict <br />Quantity <br />To Date <br />Amount <br />To Dut# <br />6(5,506.50 <br />>66.506.50 <br />565.014.55 <br />O.QO <br />565.014.55 <br />2$.250-73 <br />S36.763.82 <br />487.SS4.13 <br />49,209.69 <br />»• ■il <br />Brown Road North <br />Part A . Street . 8AP 152-1Q7-01 <br />2101.501 Clearing (tree) <br />2101.506 Grubbing (tree) <br />2104.501 Remove conexeie curb Si gutter <br />2104.501 Remove pipe culvert <br />2104^05 Remove bituminous pavement <br />0104.601 Relocate mailbo.xes. signs, etc. <br />0105.609 Geotextile fabric. Type V <br />2105.501 Common excavation (P) <br />2105.507 Subgrade excavation <br />2105.521 Granular borrov/ (CV) <br />2105.535 Salvaged topsoil (CV) <br />2211.501 Aggregate base. Cl S. lODTc cnislied <br />quairy rock <br />2351..S04 AC*1 bit. maten.al lor mixture <br />2331.508 Type 41 wearing course mcx. (1995) <br />2331.510 Type 31 binder cc'urse mixture <br />2531.514 Type 31 base course muturc <br />2551.518 Bituminous mcxiurc for w.xlk <br />SF-l Orwtiway rciior^tioii <br />2357.502 Biiuiniuous <br />0412.604 Modular block retaining wall <br />2451 511 Co.atsc filter aggrcg.xtc (CV) <br />2502.541 4 ' perforated PB pipe drain <br />2506.522 Adjust fianie and ring cstg. <br />2521..SOI 4" concrete walk <br />2531.301 CoDcicte curb & jotter-Dcsian BMS <br />SP-2 Rciuloiciug for cone, curb Si gutter <br />0551.602 Pedcstn.in curb ramp <br />2563.601 Traffic control <br />2564.531 Furn & inst. sign panels, lype C <br />0564.602 Pavement message (left arrow) paint <br />U564.602 Pavement message (left arrow) ep«sxy <br />0564.603 4" wide soUd line, yellow pami <br />064.603 4”\vido solid Imc. yello^^ cpo.xy <br />AC 0.2 2.000.00 <br />AC 0.2 2.000.00 <br />U?40 4.00 <br />LF 540 7.00 <br />SY lOJOO 1.25 <br />LS 1 500.00 <br />SY 14.400 1.00 <br />CY 12.000 3.23 <br />CV 1.200 4.00 <br />CY 600 10.00 <br />CY 1.S5Q 5.00 <br />TN 9.'’00 8.50 <br />TN 231 125.00 <br />TN 1.050 17.00 <br />TN 1.400 15.00 <br />TN 1.750 1.X.00 <br />TN 5S0 30.00 <br />SY 550 in.no <br />GL l..*00 1.00 <br />SF 1.300 13.00 <br />CY 50 iO.OO <br />LF $50 7.00 <br />1.850 <br />400.00 <br />400.00 <br />120.00 <br />3.220.00 <br />12.643.75 <br />siv'OO <br />14.362.00 <br />40.722.50 <br />4.800.00 <br />9.250.00 <br />88.693.93 <br />28.296.25 <br />17.566.78 <br />21,139.05 <br />23.516.40 <br />18.732 00 <br />5.580.00 <br />1.200 00 <br />16.900.00 <br />500.00 <br />•2,082.50 <br />800.00 <br />540.50 <br />35.945 00 <br />125.00 <br />250.00 <br />5.000.00 <br />13.247 <br />100.00 <br />2.649.40 <br />RP-l