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PARTIAL PAY f:STIMATE tt2 ~ ' FROM: Juno 19, 2010 T0: J41y t9, 2010 ' CONTRACTOR: T A. Srhlla8y and $ W S IPC. nDDRE55: 23]0 E Hv:y 36 OWNER: Littla GaI`ade PROJECT: 2010 Min and Overlay Improremoms SURSTANTIAI COMPLETION DATE AMOUNT OP CONTRACT ORIGINAL; Ap9us12%.,^.010 ORIGINAL: $ 224,116.50 REVISED: WITH ALTERNATES: ITEM ORIGINAL CONTRACT THIS PERI00 TOTAL TO DATE N0. ITEM DESCRIPTION UNIT QTY. UNIT PRICE QTY. TOTAL PRICE QTY. TOTAL PRICE SCHEDULE LO ~gLLEN AVENUE _ I j 2021501 340DILIZ/aTION l$ 1.00 2450A0 O.OD SO CO i.W 52.45000 2 i 2104505 REMOVE CONCItEI'E CURD AND GUTTER lF I 50000 2.04 O.OC SO.GO 6]1.50 SL369.86 2105.525 iOP501l SORRON/ CY 6500 _ 10.20 0.00 50.00 O.OC 5000 6 2231 GOd DITUNdNOUS PNTCH SPECIAL SY 390.OC 41326 O.OD 50.00 OOD SC 00 _ 5 2232.501 MILL DITUMINOUS PAVEMENT $Y 3903.00 0.90 O.OD_ 50.00 39000 535100 6 2350501 TYPE. MV4 WEAR COURSE MIXTURI? TON n0000 61.OD 430.34 526,)30]4 439.34 S2G.]36.%4 ] 2506.502 ADJUST VALVE DOX I EACH 3.OD ''2500 2.00 5250.00 2.00 5230.00 0 2506.522 ADJUST FRAME ANO RING CASING [ACH 300 16).00 300 S50L08 3.00 5501.00 9 253L501 CONCRETE CURf3SGUTTER lF SDO.CD 15.%6 0.00 50.03 G]t50 510.50284 f0 2563601 TRAFFIC CCNTROL _ lS 1.00 Ltl0000 0.50 S9W.00 L00 51.800.00 it 2513.530 INLET PROTECTION pViMCO) ~ EACii 1.00 16000 O.CO 5000 3.00 569000 12 25)5604 SEEDING _SV 33500 2.22 O.CO 5000 _0.00 5000 13 SPEC GRADATION TEST. CLASSS EACH t00__ 2500 O.CO 5000 000 SO.OU t4 SPEC PROCTO_R_TEST, CLASSS EACH 1.0p 25.09 O.GO 50.00 000 5000 15 5?EC DENSITY TEST, INPIACE EACH 200 _ 25.OC 0.00 5000 OCO 50.00 16 SPEC CONCRETE, TESTING EACH 2.09 15000 0.00 50.00 OGO 50.00 i% SI cC NUCLEAR DITUMMOUS DENSITY EACH 3.00 2500 2.00 550.00 _ 2_.OD____ 550.00 12 SPEC EXTRNCTIONIGRAOATION EACH 200 2600' 0.00 50.00 000 50.00 18 SPEC AIR VOIDS EACH 2.00 2500 000 50.00 0.00 5900 SCHEDULE 1.0. ALLEN AVENUE-TOTAL ~ 528g39Jd 544,5)3.44 _ SCHEDULE 2.O.VALENTO CANE _ t 202t58f MODLLIZNTION !S ~ 100 1,500.00 000 SODO 100 51.50000 2 210x505 REMOVE CONCRETE CURD AND GUTTER lF ~ ?50.00 2.06 003 50.00 2%1.00 5552.tl4 3 12105.525 TOPSOIL DORRCW CY 3000 10.20 000 I 5000 OJ]0 50.08 d i 2232501 :4411 DITUA6INOVS PAVEMENT SV 2,250.00 092 0.00 5000 2.25000 52.010.00 5 12350501 TYPE MV6 WEAR COURSE MIXTURE TON __2]50_,~____J __65.55 0.00 5000 _25.115,_, __,_S_G 6G6n4 6 250x602 nUJUSTVALVE SO% _ EACH t 00 ~I 168.30 O.OC 50.00 5 00 S16¢30 ] 25CS.522 ADJUST fRAME AND RING CASTING EACN _ X00 1]0.36 0.0(1 50.00 4.00 SGBf i6 B 2531501 CONCRETE CURD&GUTTER ~ LF 230.00 15.]6 0.00 50.00 2)LUO 56190.96 • 9 2Y3601 TRAFFIC CONTROL L3 1,00 1,25800 0.00 SO.OO tOp 51.250.0; 10 _2515 COn SEEUING SY 225.00 ?.26 000 50.00 0.00 50.08 11 SPEC GRADATION TC-ST, GIASSS EnCH 100 2500 0.00 SD.00 0.00 5003 12 SPEC PROCTOR TEST. CLASSS EACH 1.OD 25.00 OCO 5000 OOD 5005 f3 S?EC DEtJSITV TEST.INPLAGf. EAChI 200 2500 O.CO 50.00 0.00 SD.CD 1d SPEC CONCRETE iF.STING EACH 2.00 150.00 LCO St50.00 100 5150.00 IS SPEC NUCLEAR DITU!/dkCUS DENSITY EAC!1 300 25.03 f.GO 525.00 tA0 525A0 18 SPEC EXTRACTfO:J/GRADATION EACH 2.00 25.00 L00 525.00 1;0 52600 V SPEC AIR VOIDS EACH 200 25.00 100 525.00 LCO 525.60 SCHEDULE 2.0. VAlENTO LgNE-TOTAL 5225.00 52%.16)90 SCHEDULE 3.0- SYLVAN STREET 1 2G2L5-01 ~M_ODIIIZATION LS t00 3,250.00 0.00 SO.CO t00 332YJ.00 2 21065051REWOVE CCNCRLTE CURD AND GUTTER LF 500.00 2.Od 000 50.00 50500 51,030.20 3 2106525 'TOPSOIL OOFRO\N CY 3000 10.20 0.00 50.00 0.08 5000 2211.501 AGGREGATE BASE CINSS S. ROAD TON ~ $OO.OD L50 O.OD 50.00 0.00 SO.CO 5 _ 2232.501 MILL DITUialNOUS PAVEMENT _ _ $Y 3,35000 1 1.55 000 50.00 3.350.00 . Sa 19250 6 2350.501 LYPE MVd WEAR COURSE!.11XTUR`c TON 's2008 6100 0.00 50.00 0.00 SUUO v 2350.501 TYPE W3 DPSE COURSE MIXTURE TON 41500 60.50 0.00 50.00 323.89 525.64635 2