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<br /> PARTIAL PAYMENT ESTL'"L\. TE .-
<br /> NO.3
<br /> FROM: SEPTEMBER I, 1996 I
<br /> TO: NOVEMBER 30, 1996
<br /> CONTRACTOR: T .A. SCHIFSKY & SONS, INC. I
<br /> ADDRESS: 2370HTGHWAY36, N. ST. PAUL, MN 55109
<br /> OWNER: CITY OF ARDEN HILLS, MINNESOTA
<br /> PROJECT: 1996 STREET MAINTENANCE IMPROVEMENT (520-068-30) I
<br /> COMrLETIO~ DATE AJ."IOUNT OF CO/'t.'TRACT:
<br /> ORIGINAL: SEPTEMBER 13, ]996 ORIGI:iAL: $ 379,973.43
<br /> REVISED: OCTOBER 18, 1996 REVISED: $ 397,890.43 I
<br /> I
<br /> SCHEmJI E 1 0 OAK A VENl:F: -
<br /> I CLEAR AND GRUB ACRE 0,25 1,100.00 0.25 275.00 0.25 275.00
<br /> -
<br /> 2 REMOVE CMP PIPE LF 53 11.00 0,00 0,00 53.00 583.00
<br /> 3 REMOVE CATCH BASIN EA I 220.00 0,00 0,00 2,00 440,00 I
<br /> 4 COMMON EXCA V A TION (P) CY 2010 4.45 2,010.00 8,944.50 2,0 LO.oo 8,944.50
<br /> 5 SUBGRADE EXCA V A TiON CY 1850 4.45 168.00 747.60 !.368.00 6,087.60
<br /> 6 SELECT GRANULAR BORROW - CV CY 1850 7,00 168.00 1,176.00 (.368.00 9,576.00
<br /> 7 SUBGRADE PREPARATION ROST A 15 125.00 15.00 1,875.00 15.00 1,875.00 ..
<br /> 8 TOPSOIL BORROW - CV CY 350 6,00 150.00 900,00 L'iO.oo 900,00
<br /> . AGGREGATE BASE -- CLASS 5A TN 2350 7,25 754.33 5,468.89 2,350.00 (7,037.50
<br /> 10 MILL 8(TUMINOUS SURFACE SY 90 L.50 10.00 15.00 10.00 15.00 .
<br /> 11 TYPE 4 LA BITUMINOUS WEAR COURSE TN 410 22.50 410.00 9,225.00 410.00 9,225.00
<br /> 12 TYPE 31B BITUM[NOUS BASE COURSE TN 530 21.50 504.76 10,852.34 504.76 LO,852.34
<br /> 13 r BITUl'vHNOUS DRIVEWAY PAVEMENT SY 490 LO.OO 555.00 5,550.00 555.00 5,:550.00 .
<br /> 14 BITUMINOUS FOR TACK COAT GAL 220 1.00 220.00 220.00 220.00 220.00
<br /> 15 SURMOUNT ABLE CONe. CURB & GUTTER LF 3555 6.40 3,:576.00 22,886.40 3,576.00 22,886.40
<br /> 16 CONCRETE MEDIAN TAPER EA 1 220.00 0,00 0,00 0,00 0,00
<br /> 17 6" CONCRETE DRIVEWAY PAVEMENT SY 140 27.66 120.00 3,319.20 120.00 3,3L9.20 I
<br /> 18 6" CONCRETE DRIVEWAY APRON SY 260 27.66 268.00 7,412.88 268.00 7,4L2.88
<br /> I. INLET PROTECTION EA 5 82.00 0.00 0,00 5,00 4LO.00
<br /> 20 SODDING, TYPE LAWN & BOULEVARD SY 4000 1.47 2,820.00 4,145.40 2,820.00 4,145.40 I
<br /> " 4" PERFORATED BDPE PIPE DRAIN WITH LF 3:5:55 3,00 1,620.00 4,860.00 2,750.00 8,250.00
<br /> TYPE I GEOTEXTIlE SOCK
<br /> 22 DRAIN TILE CORE CONNECTIONS EA 6 165.00 0,00 0,00 6.00 990.00 I
<br /> 23 18" RCP SAFEIT APRON EA 2 682.00 0,00 0,00 2,00 1,364.00
<br /> 24 12" RCP PIPE CL III, DEStGN 3006 LF 81 27.50 0,00 0,00 81.00 2,227.:50
<br /> 25 18" RCP PIPE CL HI, DESIGN 3006 LF 47 31.90 n,OO 0,00 75.00 2,392.50 I
<br /> 26 CONSTRUCT MANHOLE, STORM 48' DIA. EA 1 1,100.00 0,00 0,00 2,00 2,200.00
<br /> 27 CONSTRUCT CATCH BASIN, 24" x 3f)" EA 4 935.00 0,00 0,00 3,00 2,805.00
<br /> 28 RECONSTRUCT MANHOLE EA 1 880.00 0,00 0,00 1.00 880.00
<br /> 2. ADJUST FRAME AND RING CASTING EA 8 125.00 8,00 1,000.00 8,00 1,000.00 I
<br /> 30 ADJUST VALVE BOX EA 1 75.00 1.00 75.00 1.00 75.00
<br /> 31 REPAIR BROKEN VALVE BOX EA I 220.00 1.00 220.00 1.00 220.00 ..
<br /> 32 RANDOM RiP RAP, CLASS 3 CY 3,6 27.50 0,00 0,00 3,60 99,00
<br /> 33 FURNISH & PLANT SHRUB EA 12 40.00 12.00 480.00 12.00 480.00
<br /> 34 WOOD FIBER BLANKET, TYPE REGULAR SY 100 1.76 tOO.OO 176.00 100.00 176.00
<br /> n: \c lericaL\.520\520068#3. X LS PAGE l 520..Q68~30 .
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