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<br /> I" ..
<br /> ,
<br /> .. PARTIAL PAYMENT ESTIMATE
<br /> I NO.1
<br /> FROM: JUNE 17. 1996
<br /> I TO, JULY I, 1996
<br /> CONTRACTOR: T.A. SCHIFSKY & SONS, INC.
<br /> ADDRESS: 2370 HIGHWAY 36, N. ST. PAUL. MN 55109
<br /> I OWNER: CITY OF ARDEN HILLS, MINNESOTA
<br /> PROJECT: 1996 STREET MAINTENANCE IMPROVEMENT (520-068-].0)
<br /> COMPLETION DATE AMOUNl' OF CONTRACT:
<br /> I ORIGINAL: SEPTEMBER 13. 1996 ORIGINAL: $ 379.973.43
<br /> REVISED: REVISED:
<br /> I li'llll-ll!tll-\'II'll(.l~l~tlllli(l(fll-l;ll!i(III\11111.iji') ll"llllil~l~ Ilrlltl.~
<br /> I Sr.HF.DtIT.E t.O OAK AVF.NUE
<br /> 1 CLEAR AND GRUB ACRE 0,15 1,100.00 0.00 0,00 0,00 0.00
<br /> 2 REMOVE eMP PIPE IF 53 11.00 53.00 583.00 53,00 583.00
<br /> I 3 REMOVE CATCH BASIN EA 1 220.00 0,00 0,00 0.00 0,00
<br /> . COMMON EXCA V AnON (P) CY 2010 4.45 0.00 0,00 0,00 0,00
<br /> t' 5 SUBGRADE EXCAVATION CY IllS{) 4.45 0,00 0.00 0,00 0.00
<br /> . SELECT GRANULAR BORROW - CV CY 1850 7,00 0.00 0,00 0.00 0.00
<br /> 7 SUBGRADE PREPARATION RDST A 15 125.00 0,00 0,00 0,00 0,00
<br /> . TOPSOIL BORROW - CV CY 350 .,00 0.00 0,00 0.00 0,00
<br /> I 9 AGGREGATE BASE.. CLASS SA TN 2350 7,15 0,00 0.00 0.00 0,00
<br /> 10 MILL BITUMINOUS SURFACE 5Y 90 1.50 0,00 0,00 0,00 0,00
<br /> 11 TYPE 41A Bn1JMINOUS WEAR COURSE TN 410 22.50 0,00 0,00 0.00 0,00
<br /> I 12 TYPE 318 BITUMINOUS BASE COURSE TN 530 2LSO 0,00 0,00 0,00 0.00
<br /> 13 r BITUMINOUS DRIVEWAY PAVEMENT 5Y .90 10.00 0,00 0.00 0,00 0.00
<br /> I' BITUMINOUS FOR TACK COAT GAL 220 1.00 0,00 0,00 0.00 0,00
<br /> 15 SURMOUNTABLE CONC. CURB & GUTIER IF 3555 .,40 0,00 0,00 0.00 0.00
<br /> I I. CONCRETE MEDIAN TAPER EA 1 2W,00 0,00 0.00 0,00 0.00
<br /> 17 6" CONCRETE DRIVEWAY PAVEMENT SY 140 27,66 0,00 0.00 0,00 0.00
<br /> " 6" CONCRETE DRIVEWAY APRON SY 260 27.66 0,00 0,00 0.00 0,00
<br /> I 10 INLET PROTECTION EA 5 82.00 0.00 0,00 0,00 0.00
<br /> 20 SODDING, TYPE LAWN & BOULEVARD 5Y 4000 1.47 0,00 0.00 0,00 0,00
<br /> 21 4" PERFORATED HOPE PIPE DRAIN WITH IF 3555 3.00 0,00 0,00 0,00 0,00
<br /> I TYPE I GEOTEXTILESOCK
<br /> 22 DRAIN TILE CORE CONNECTIONS EA . 165.00 0,00 0,00 0,00 0,00
<br /> 23 18" RCP SAFETY APRON EA 2 682.00 0,00 0,00 0.00 0,00
<br /> I 2. 12" Rep PIPE CL III, DESIGN 3006 IF 81 27.50 47.00 1.292.50 47,00 1,192.50
<br /> 15 IS- RCP PIPE CL III, DESIGN 3006 IF ., 3L90 59.00 1,882.10 59.00 1,882.10
<br /> 2. CONSTRUCT MANHOLE, STORM 48- D1A. EA 1 1,100.00 1.00 1,100,00 1.00 1.100.00
<br /> 27 CONSTRUCT CATCH BASIN, '24" x 36" EA 4 935.00 2,00 1,870.00 2.00 1,870.00
<br /> .. 2' RECONSTRUCT MANHOLE EA I 880.00 0,00 0,00 0.00 0.00
<br /> 29 ADJUST FRAME AND RING CASTING EA . I2S.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 /> I 31 REPAIR BROKEN VALVE BOX EA I 220.00 0,00 0.00 0,00 0,00
<br /> 32 RANDOM RIP RAP, CLASS 3 CY 3.. 27.50 3.60 99,00 3,60 99,00
<br /> 33 FURNISH & PLANT SHRUB EA 12 40.00 0,00 0,00 0,00 0.00
<br /> I 3. WOOD FIBER BLANKET, TYPE REGULAR 5Y 100 1.76 0,00 0,00 0,00 0,00
<br /> n:\clerical\S20\excel\520068# I, XLS PAGE 1 520-068-30
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