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PARTIAL PAY ESTIMATE #1 <br /> FROM: May 1, 2010 <br /> TO: June 18, 2010 <br /> CONTRACTOR: T P. Schifsky antl Sons Inc. <br /> ADDRESS: 23]0 E Hvry 36 <br /> OWNER: Little Canatla <br /> PROJECT: 2010 Mill antl Overlay ImOrovemenls <br /> SUBSTANTIAL COMPLETION DATE AMOUNT Of CONTRACT <br /> ORIGINAL: Augu512], 2010 ORIGINAL: $ 224,116.58 <br /> REVISED: WITH ALTERNATES: <br /> ITEM ORIGINAL CONTRACT TNIS PERIOD TOTAL TO DATE <br /> NO. ITEM DESCRIPTION UNIT qTY. UNIT PRICE qtt. TOTAL PRICE qtt. TOTAL PRICE <br /> SCHEDULE 1.0 -ALLEN AVENUE <br /> 1 2021501 MOBILIZATION _ LS_ 100 2,45000_ 100 _ _ 5245000___ 100 $2950.00 <br /> 2 2104.505 REMOVE CONCRETE CURB PND GUTTER LF 50000 2.04 6]150 $136986 G>t 50 51,369.86 <br /> <br /> _ - - <br /> 3 2105525 TOPSOIL BORROW CV 4500 10.20 0.00 50.00 ___0.00 $000 <br /> M1~ 2231 604 BITUMINOUS PATCH SPECIAL GY 39000 1326 0.00 50.00 0.00 5000 <br /> 5 2232.501 MILL BITUMINOUS PAVEMENT SY 390000 090 390.00 535100 39000 5351.00 <br /> _ <br /> G _2350.501 TYPE MV4 WEAR COURSEMIXTURE TON 48000 6100 000 _ 50.00 000 ___50.00 <br /> 2504.602 ADJUST VALVE BOX EACH 300 12500_ 000 50.00 000 _.$0.00 <br /> _ 8_ 2506522 ADJUST FRAME AND RING CASTING EACH 300 16].00 000 _5000__ 000 _ 50.00 <br /> _ _ _ 582.84 <br /> 9 2531501 CONCRETE CUR88 GUTTER LF _ 5000D 15.]6_ _.6]1.50 _510582.84 6>1, <br /> 50 510,_ <br /> 10 2563601 TRAFFIC CONTROL LS 100 1,800.00 0.50 $900.00 0.50 $90000 <br /> 11 25]3530 INLET PROTECTION (WIMCO) EACH 200 160.00 3.00 548000 300 _ _ SA8000 <br /> 12 25]5.604 SEEDING SY 33500 222 000 5000 000 _ 50.00 <br /> 13 SPEC GRADATION TEST CLAS55 EACH 1.00 25.00 0_00 _ 50.00 000 5000 <br /> t4 SPEC PROCTOR TEST, CLAS55 EACH 1.00 2500 0.00 50.00 000 5000 <br /> 15 SPEC DENSITY TEST~INPLACE _ __EAGH 200 25.00 000___ _ 5000 0.00 50.00 <br /> i6 SPEC CONCRETETESTING EACH ..,___200 15000 _ 000 50.00 000____ 5000 <br /> _ <br /> 1] SPEC NUCLEAR BITUMINOUS DENSITY EAGH _ 300 _ _ 25.00 000 _ SOAD 000 5000 <br /> 18 SPEC EXTRACTIONIGRADATION EACH _ 200 25.00 000 _ _ 5000 000 _ 5000 <br /> 19 SPEC AIR VOIDS EACH 200 25.00 000 5000__ 0.00 ._50.00 <br /> SCHEWLE I.0-ALLEN AVENUE-TOTAL Si 6,133.]0 516133]0 <br /> SCHEDULE 2.0-VALENTO LANE <br /> t 2021.501 MOBILIZATION LS 1 00 J600.00 1.00 Si SOO.OD 1 00 51500A0 <br /> 2 2104505 REMOVE CONCRETE CURB AND GUTTER LF 25000 2.04 2]1.00 ____5552.84 2]100 5552.84 <br /> 3 2105525 TOPSOIL BORROW CV 3000 10.20_ 000 5000 000 SO_00 <br /> 4 2232501 MILL BITUMINOUS PAVEMENT SY__ 225000 _ 092 225000 _ 520]000 ,2,25000 520]0.00 <br /> 5 2350.501 TYPE MV4 WEAR,000RSE MIXTURE TON 2]500_„ 65.55 25125 $1G 46944 25125 _ $16.469.44 <br /> - <br /> G 2504 602 ADJUST VALVE BOX EACH _ 1 00 _ 168.30 1.00 _ _ _ 5168.30 100 5168_30 <br /> ] 250fi 522 ADJUST FRAME AND RING CASTING EACH 400 1]034 4.00 56813fi 4.00 5681.36 <br /> 8 2531501 CONCRETE CUR08 GUTTER _ _LF 25000__ _ __15>6 2]100 59,2]0.96 2]1.00 542)096 <br /> 9 2563601_ TRAFFIC CONTROL _ LS _ 100 1.250.00 1.00 $j~25000 1.00 _ 51.25000 <br /> t0 25)5604 SEEDING SY 22500 2.26 000 5000 000 5000 <br /> ii SPEC GRADATION TEST. CLASS5 EACH 100 2500 0.00 5000 000 50.00 <br /> 12 SPEC PROCTOR TEST, ClASSS EACH 100 ?5.00 0.00 5000 0.00 $000 <br /> 13 SPEC DENSITY TEST, INPLACE EAGH 200 2500 D.OD 50.00 0.00 5000 <br /> 14 SPEC CONCRETE TESTING EACH 200 _ _ 15000_ 0.00 50.00 0.00 __5000 <br /> 15 SPEC NUCLEAR BITUMINOUS DENSITY EACH 300 2500 000__ SO.OO 0.00 _ 5000 <br /> _ <br /> i6 _SPEC E%TRACTIONIGRADATION_____ _ EACH,., 200 _ _ _ 2).:00 O.OD _ 5000 000___ _ 5000 <br /> 9 SPEC AIR VOIDS EACH _ 2.00 2500 0_00__ _ 50.00 000 5000 <br /> SCHEDULE 20-VAlENTO LANE-TOTAL $26.962.90 526,96290 <br /> SCHEDULE 3.0 -SYLVAN STREET <br /> 1 2021501 MOBILIZATION LS 100„_„_ ___3,250.00 100_ 53.25000 1.00 53.25000 <br /> 2 2109.505 REMOVE CONCRETE CURB AND GUTTER lF 50000 „_,,,_2.04 50500 St ;030.20 50500 _,_51030.20 <br /> 3 _2105525 TOPSOIL BORROW _ CV _ 3000 _1020 000 5000 0.00 _ 5000 <br /> 4 2211501 AGGREGATE BASE CLA555.ROAD TON 80000 ~ ].50 000 SO OD 000 50.00 <br /> 5 2232.501 MILL BITUMINOUS PAVEMENT _ ,,,,,_SY 3350.00 155 3350;00 55,192.50 335000 _ 55.192.50 <br /> _ <br /> 6 2350501 TYPEMVA WEARCOURSE MIXTURE TON 32000 61.00 0.00 5000 000 50.00 <br /> ] 2350501 TYPE,LV3 BASE COURSE MI%TURE TON 41500 _6050_ 423.89 _ 525645.35 423.89 525,64535 <br /> > 2504602 ADJUST VALVE BOX EACH 400 12500 000 50.00 000 50.00 <br /> 8 2506522 ADNSTFRAMEANDRINGCASTING EACH 400 16].00 0.00 _$0.00 000 5000 <br /> _ <br /> .,9 2531501 CONCRETE CUR88 GUTTER _ LF _ 50000 t5 ]6___.50500 5],958.80 X0500__ 5)958_80 <br /> 10 2563 fi01_TRAFFIOOONTROL lS_ 100 _ 1,50000 050 5)50.00 OSO 5]50.00 <br /> 11 25]3b30_INLET PROTECTIONjWIMC, EAGH___ 400 _ 160.00 6.00 5960.00 6,00_ 596000 <br /> t2 25]5.604 SEEDING - _ SY _ 220:00 ~ _ 2.22 0;00 __50.00 0.00 _ 5000 <br /> <br />