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<br /> , '1 <br /> PARTIAL PAY.\t&''T E.'rIT\tAIT I <br /> NO.4 .. <br /> FRO~f: [.Det:-96 <br /> TO: 30-Sep-97 I <br /> CONTRACTOR: T.A. SCHIFSKY & SONS, INC. <br /> ADDRESS: 2370 HIGHWAY 36, N. ST. PAL"1., MN 55lQ9 <br /> O\Th'ER: CITY OF ARDEN HILlS, MINNESOTA I <br /> PROJECT: 1996 STREET MA1.\lTENANCE Uv1PROVEME.'-ll' (520-068.30) <br /> COi\lPLETION DAlE A.\.IOl.:;-'T OF COl'lTRACT: I <br /> ORIGINAL: SEPTEMBER D. 1996 ORlGIN'AL: S 379,973.43 <br /> REVlli"'ED: OCTOBER 18. 1996 REVISED: S 397,890.43 <br /> I <br /> 'lc.HFnm'F. 1 fl OAK 4VF.l"ol1::F I <br /> 1 CLEAR AND GRUB ACRE 0.25 1,100.00 0.00 0.00 0.25 275.00 <br /> 2 RBfQVE C~fP PIPE LF 53 11.00 0.00 0.00 53.00 533.00 I <br /> 3 RErfQVE CATCH BASIN' EA 1 220.00 0.00 0.00 2.00 440.00 <br /> . COM.\10N EXCAVATION (P) CY lOlO 4.45 0.00 0.00 2.010,00 3,944.50 <br /> 5 SUBGRADE EXCAVATION CY 1850 4.45 0.00 0.00 1.368.00 6,087.60 ~ <br /> , SELECT GRA.'\JULAR BORROW - CV CY 1850 7.00 0.00 0.00 1.368,00 9.576.00 <br /> 7 STJBGRADE PREPARATION RDSTA 15 125.00 0.00 0.00 15.00 1,IHS.OO <br /> 8 TOPSOll.. BORROW. CV CY J50 6.00 0.00 0.00 150.00 900.00 I <br /> 9 AGGREGATE BASE.. ClASS SA TN 2350 7.25 0.00 0.00 2,350.00 17,037.50 <br /> 10 MIll BITUMINOUS SURFACE SY 90 1.50 0.00 0.00 10.00 15.00 <br /> 11 TYPE 411\ BITUMINOL"S WEAR COURSE TN 410 22.50 0.00 o.ao 410.00 9.21$.00 I <br /> 12 TYPE 31B BITU1HNOUS BASE COURSE TN 530 21.50 0.00 0.00 504.76 10,852.34 <br /> 13 2" BITUMINOUS DRIVEWAY PAvalENT SY <90 10.00 20.00 :200.00 575.00 5,750.00 <br /> 1< BmJMINOUS FOR TACK COAT GAL 220 1.00 0.00 0.00 220.00 2~O.OO I <br /> 15 SUR.\10UNTABLE CONC. CURB & GUTTER LF 3555 6.40 0.00 0.00 3.576.00 22,836.40 <br /> 16 CONCREI'E MEDIA...'l TAPER EA 1 220.00 1.00 220.00 1.00 220.00 <br /> 17 6" CONCREIE DRIVEWAY PAVEMEL'IT SY 1<0 27.66 49.00 1,355.34 169.00 4,674.54 I <br /> 13 6' CONCRETIl DRNEWAY APRON SY 260 27.66 8.00 221.28 276.00 7,634.16 <br /> 19 Ir;LET PROTECTION EA 5 82.00 0.00 0.00 5.00 410.00 <br /> 20 SODDING, TYPE IAWN & BOULEVARD SY 4000 1.47 0.00 0.00 2,820.00 4,145.40 I <br /> 21 4. PERFORATED HDPE PIPE DRAIN WITH LF 3555 3.00 0.00 0.00 2,750.00 3,250.00 <br /> TYPE I GEOT.EXITI...E SOCK <br /> 22 DRAIN TILE CORE CONNECTIONS EA 6 165.00 0.00 0.00 6.00 990.00 I <br /> 23 IS" Rep SAFETY APRON EA 2 682.00 0.00 0.00 2.00 1,364.00 <br /> 24 12. Rep PIPE CL ill. DESIGN 3006 LF 81 27.50 0.00 0.00 81.00 2,227.50 <br /> 25 IS" Rep PIPE CL m, DESIGN 3006 LF 47 31.90 0.00 0.00 15.00 2,392.50 I <br /> 26 CONSTRUCT 1-fA..'ffiOLE, STOR.\1 48. DIA. EA 1 1.100.00 0.00 0.00 2.00 2,200.00 <br /> 27 CONSTRUCT CATCH BASIN, 24" x 36. EA . 935.00 0.00 0.00 3.00 2,805.00 <br /> 28 RECONSTRUCT MAL'lHOLE EA 1 830.00 0.00 0.00 1.00 880.00 .. <br /> 29 ADJUST FRA.ME A.."fD RING CASTING EA 8 125.00 0.00 0.00 8.00 1,000.00 <br /> 30 ADJUST V AI. VE BOX EA 1 75.00 0.00 0.00 1.00 75,00 <br /> 31 REF AIR BROKEN VALVE BOX EA 1 220.00 0.00 0.00 l.00 2'20.00 I <br /> n: \clencal\520\S2006S#4 PAGEl 520.063-30 <br />