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PARTML PAY ESTIMATE p3 ' FROM: JaIy 20. 2010 ' T0: Gg000r 6, 2010 CONTRACTOR: T,A. SG18Sky antl Sons Ina ApORES5: 2370E Hay 36 OWNER: Lillie Cd6atld PROJECT: 2010 Mill antl Ovetlay Improvements SUBSTANTIAL COMPLETION DATE AtdOUNT OF CONTRACT ORIGINAL: AVgus127, 2010 ORIGINAL: 5 224.11850 REVISED: WITH ALTERNATES: ' ITEM ORIGINAL CONTRACT THIS PERIOD TOTAL TO DATE NO, ITEM DESCRIPTION UNIT QTY. UNIT PRICE OTV. TOTAL PRICE QTY, TOTAL PRICF. SCHEDULE 1.0•ALLEN AVf.NUE 1 2021501 MOBRIZATION _ LS 1.00 2,n5000 000 50.00 100 52.450.00 _2 2104.505 REMOVE QOkGRETE,CURO AND GUTTER _ ~ _ _ .Lf 50000 _ 204 0.00 _ ,-.50.00 __87150 _St 369.06 3 2105526 TOP5014 BORROW _ CY 45.00 1020 1]00 S1 ]3.40 fl00 517340 4 2231.604 BITUMINOUS PATCH SPECIAL SY 390.00 1326 0.00 5000 0.00 50.00 5 2232501 MILL BITUMINOUS PAVEMENT SY___3900.0_0 0.90 0.00 5000 3,90000 53,51000 G 2350801 TYPE MV4 WEARCOURSE MI%TURE TON 46000 61.00 0.00 5000 A3B 30 528.738 ]d 2504602 ADJUST VALVE BOX EACH_ __3.00 _ 125.00 0.00 50.00 200 535000 8 25W.522 A0.IUST FRAtdE AND RING CASTING EACH 3.00 16].00 0.00 5000 3.00 550100 9 2531_501 CONCRETECUR©&GUTTER___,__.___LF_ 50090__ 15.76 090_„--_5000 671.50 510.5828A 10 2563.601 TRAFFIC CONTROL LS 100_ v 1,800.00 0,00 50.00 1,00 51,800.00 ' 11 25]3.530 INLET PROTECTION (WIMCO EACH 200 f60.00 OCO 50.00 3.00 5480.00 12 25]5.604 SEEDING SY 335.00 222 ..._....100.00 _ 522200 100.00 5222.00 13 SPEC GRADATION TEST, CLASSS _ EACH 5.00 25.00 _0.00 5000 0.00 5800 14 SPEC PROCTOR TEST, CIASSS EACH 100 25.00 _ O.OD 50.00 O.OC 5000 15 SPEC DENSITY TEST, INPLACE EACH 2.00 2500 0.00____ 50.00 _ 000 50.00 t8 SPEC CONCRETETESTWG EACH 2.00 150.C0 1.00 515000__100 5'150.00 1] SPEC NUCLEAR 8ITUMINOU$DENSITY EACH 3.00 25.00 000 50.00 _ 2.00 550.00 18 SPEC EXTRACTIONIGRAOATION EACH 2.00 25.00 000 50.00 000 5000 19 SPEC AIR VOIDS EACH 2.00 25.00 0.00 5000 000 50.00 ' SCIEDULE f.0•ALLEN AVENUE-TOTAL 5545.90 Sd8.27],8d SCHEDULE 2.0-UALENTO LANE 1 2011504 M061LILATION LS 1.00 150000 0.00 5000 100 SLS0000 2 2104.505 REMOVE CONCRETE CURB ANO GUTT_ER_ LF 25060 26A 0.00 50.00 271.00 5552.BA 3 _2105525 TOPSOIL BORROW CY 3000 1020 5.00 55100 5,00 S5f.00 4 2232.501 MILL BITUMINOUS PAVEMENT SY 2,250.00 0.92 R00 5000 2.25000 52.0]0.00 _ 5 2350.501 . TYPE MVA WEAR COURSE MIXTURE _ _ TON 2]5.00 - 6555 0.00 5000 251.25___ _._.._516.469.49 6 2504.602 AUJUST VALVE BO% EACH 100 168.30 0.00 50 C0 190 SIG0.30 7 2508.522 ADJUST FRAME AND RING CASTING EACH _.__4_00_ P0.34 0.00 50.00 4.00 5661B1y3G 6 2531501 CONCRETE GURBk GUTTER LF 290.00 15.76 000 __,__50.00 271.00 54.2]0.96 ' 9 2563.601 TRAFFIC CONTROL _ LS __1_00_._.__ 1,250.00 O.CO 5000 100 51,25000 ' ' 10 2575604 SEEDING SY 22500 2.26 3000 56].60 J0.00 567.80 ti SPEC GRADATION TEST, 61.1555 EACH 100 _2500 0.00 50.00 O.OD 5000 _ _t]_ SPEC PROCTORTEST CV.SS.S_ EACH L00_.__„__~.__._?500 ___-_~:0~........_._ 5000 _0.00_.._........_5000 13 SPEC DENSITY TEST, IPIPLACE _ EACH 2.00 25.00 0.00 _ SOHO 0.00 30.00 1A SPEC CONCRETE TEBTING EACH 2.00 _ T_ !,50.00 0.00 5000 100 515000 15 SPEC NUCLEAR BITUMINOUS DENSITY EACH 3.00 25.O0Y 0.00 5000 100 52500 16 SPEC EXTRACTIONIGRAOATION EACH 2.00 25.00 0.00_ 50.00 100 525.00 1] SPEC AIR VOIDS EACH 200 25,00 O.OD 50.00 LOC 52500 - SCHEDULE 2.0-VALENTO LANE-TOTAL Sfl800 527.306]0 SCHEDULE 3.0- SYLVAN STREET 1 2021._501 MOBO.IZATON - LS 100 3.250.00 000 50.00 L00 5325000 2 2109.505 REMOVE CONCRETE CURB AND GUTTER LF 50000 2.04 0.00 5000 SOS.OD Sf.03020 3 2101525, TOPSOIL BORROW __CY__,.,___3000 1010_._.6.00 __56120..__- 6_00 ____,__561_20 A 2211.501 AGGREGATE BASE CLASS S, ROAD 'fON 800.00 750 20.59 5214.63 20.59 5214.4 5 2232.501 MILL BITUMINOUS PAVEMENT SY 3.350.00 18`v 1590 523.25 3.36500 55.215.]5 6 2350.501 TYPE MV4 WEAR COURSE MIXTURE _ _TON 32000 8100 30389 516.53A14 303.84 518.539.2<. ] 2350.501 TYPE LV38ASE COURSE MIXTURE TON 415.00 _6050 000 50.00 42389 525.645.35 2