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<br /> -I
<br /> PARTIAL fA YME.'IT ESTL\tA TE I
<br /> NO. :z ..
<br /> FROM: JULY 2, 1996
<br /> TO: AUGUST 31, 1996
<br /> CONTRACTOR: T.A. SCHIFSKY & SONS. INC. I
<br /> ADDRESS: 2370 HIGHWAYJ6. N. ST. PAUL. MN 1St09
<br /> Q\VNER.: CITY OF ARDEN HILLS, MINNESOTA
<br /> PROJECT: 1996 STREET MAINTENANCE IMPROVEMENT (520-068-30) I
<br /> COMPLETION DATE A..'dOUNT OF CONTRACf:
<br /> ORIGL'i'AL: SEPTE.\fBER 13. 1996 ORIGL'i'AL: S J79,973.43 ---~--~-J
<br /> IlEV'ISElli REVISED:
<br /> I
<br /> sr.HF.nmF.1 B OAK AVF.NlfF. 1
<br /> I CLEAR AND GRUB ACRE 0,25 1,100.00 0,00 0,00 0,00 0,00
<br /> 2 REMOVE eMP PIPE LF 53 11.00 0,00 0,00 53.00 533.00
<br /> } REMOVE CATCH BASIN EA I 220,00 2,00 440,00 2,00 440,00 I
<br /> 4 COMMON EXCA V AnON (P) CY 2010 4.45 0,00 0,00 0,00 0,00
<br /> 5 SUBGRADE EXCAVATION CY 1810 4.45 1,200.00 5,340.00 1,200.00 5.340.00
<br /> 6 SELECT GRANULAR BORROW. CV CY 1810 7,00 1.200.00 8,400.00 1,200.00 8,400.00 ..
<br /> 7 SUBGRADE PREP ARA TION RosrA 15 125.00 0,00 0,00 0,00 0,00
<br /> 8 TOPSOIL BORROW. CV CY J50 6,00 0,00 0,00 0,00 0,00
<br /> . AGGREGATE BASE - CLASS SA 'IN 2350 7.25 1,595.67 11,563.61 1,595.67 11,568.61 I
<br /> 10 MILL BITlThHNOUS SURFACE SY 90 L.50 0,00 0,00 0,00 0,00
<br /> 11 TYPE 4 tA BITUM[NOUS WEAR COURSE 'IN 410 22.50 0,00 0,00 0,00 0,00
<br /> 12 TYPE 3 LB BITUMINOUS BASE COURSE 'IN 530 21.50 0,00 0,00 0,00 0,00
<br /> 13 2' BITUMINOUS DRIVEWAY PAVEMENT SY 490 [0.00 0,00 0,00 0,00 0,00 I
<br /> 14 BITUMINOUS FOR TACK COAT GAL 220 1.00 0,00 0,00 0,00 0,00
<br /> 15 SURMOUNTABLE CONC. CURB &- GUTTER LF 3555 6,40 0,00 0,00 0,00 0,00
<br /> 16 CONCRETI MED[AN TAPER EA 1 220.00 0,00 0,00 0,00 0,00 I
<br /> 17 6" CONCRETE DR1VEWAY PAVE."-IENT SY 140 27.66 0,00 0,00 0,00 0,00
<br /> 18 6- CONCRETE DRIVEWAY APRON SY 260 27.66 0,00 0,00 0,00 0,00
<br /> " INLET PROTECTION EA 5 t!.00 5,00 410.00 5,00 410.00 I
<br /> 20 SODDING, TYPE LAWN & BOULEVARD SY 400lJ 1.47 0,00 0,00 0,00 0,00
<br /> 21 4" PERFORA nD HOPE PIPE DRAIN WITH LF 3555 3,00 1,130.00 3,390.00 1.I30.00 3,390,00
<br /> TYPEIGE~LESOCK I
<br /> 22 DRAIN TILE CORE CONNECTIONS EA 6 165.00 6,00 990,00 6,00 "'"',00
<br /> 23 IS' RCP SAFETY APRON EA 2 682.00 2,00 1,364.00 2,00 1,364.00
<br /> 24 12" RCP PIPE CL Ill, DESIGN 3006 IF 81 27.50 34,00 935.00 SI.OO 2,217.50 I
<br /> 25 IS" RCP PIPE CL III, DESIGN 3006 IF 47 31.90 16.00 510.40 75.00 2,392.50
<br /> 26 CONSTRUcr MANHOLE, STORM 43" DlA. EA 1 1,100.00 1.00 1,100.00 2,00 2,200.00
<br /> 27 CONSTRUcr CATCH BASIN, 24' x 36- EA 4 935.00 1.00 935.00 3,00 2,805.00 1
<br /> 28 RECONSTRUCT MANHOLE EA 1 880.00 1.00 880.00 1.00 880.00
<br /> 2. ADJUST FRAME AND RlNG CASTING EA 8 125.00 0,00 0,00 0,00 0,00
<br /> 30 ADJUST VALVE BOX EA 1 75.00 0,00 0,00 0,00 0,00 ..
<br /> 31 REPAIR BROKEN VALVE BOX EA 1 220.00 0,00 0,00 0,00 0,00
<br /> J2 RA.\lDOM RIP RAP, CLASS 3 CY 3,6 27.50 0,00 0,00 3,60 99,00
<br /> 33 AJRNrSH & PLANT SHRUB EA 12 40,00 0,00 0,00 0,00 0,00
<br /> 34 WOOD FIBER BLA.'lKEf, TYPE REGULAR sy 100 1.76 0,00 0,00 0,00 0,00 I
<br /> n: \c1erica.l1520\520068#2.XLS PAGE 1 520.Q68.30
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