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<br /> __________m ___~_ --- ---------
<br /> , , AI
<br /> PARTIAL PAVME....,. ESTIMATE I
<br /> NO. I ..
<br /> FROM: JUNE 1.1997
<br /> TO: JULY 4. 1997
<br /> CONTRACTOR: V....LLEy PAVING. INC. I
<br /> ADDRESS: 41OS-urn AVENUE NOR-TH, 8LOO. 8. SUITE tin, 8R.()()KLYN PARK. MN
<br /> OWNER: CITY OF ARDEN HILLS, MINNESOTA I
<br /> PROJECT: 1997 STREET IMPROVEMEl'iTS
<br /> COMPLETION DATE AMOlJloli OF CONTRAt"I':
<br /> ORIClNAL: AUGUST 29, 1997 ORIGINAL: . 38l,14).7' I
<br /> REVTSm REVISED:
<br />11,1ilJI.iiIl1tltilllltl.. I
<br /> SC':HF.Dtn F.IIJAMF~ AWNlIF. I
<br />, REMOVE CATCH BASIN/MANHOLE EA , 115.00 '.00 "".00 '.00 "".00
<br />2 REMOVE RCP Lf 'IS '.20 11S.00 713.00 IlS,oo 713.00
<br />, COMMON EXCAVAT!ON(p) CY "S .,. 765.00 '.666.50 1iSS.00 4,666.50 I
<br />. SUOORADE EXCAVATION CY ... l." ....00 3,978.00 ....00 U7B.00
<br />. SELECT ORANULAR BORROW. CV CY ... UJ; .00 ..00 000 000
<br />. SUBGtV.OE PREPARATION ROSYA ... I7:UlO ..SO ....00 ..so ....00
<br />7 AGGREGATE BASE - CLASS J;A TN '" 7.U ..00 ..00 ..00 ..00 ~
<br />. MILL BITUMINOUS SURFACE 5Y ., '.00 ..00 ..00 000 ..00
<br />. TYPE 41A BITlIMINOUS WEAR COURSE TN 17. 13.00 0.00. .,00 000 ..00
<br />I. TYPE JiB BITUMINOUS BASE COURSE TN ,OS 24.00 "".00 4,920.00 "".00 .,9Z0.00
<br />II BITUMINOUS FOR. TACK COAT OAL .. I." ..00 ..00 ..00 ',00 I
<br />12 8618 CONCRETE CURB" otJ'ITER Lf .OS 6.1:5 934.00 .s,744.10 "'.00 :5,744.10
<br />IS "CONCRETE DRIVEWAY i"AVEMENT 5Y ,." ".00 ',00 '.00 '.00 '.00
<br />" " CONCRETE DRlVEWAY APRON' 5Y " 31.00 '.00 '.00 '.00 '.00
<br />IS CONCRETE VAl.UiV OUTTER SF ", ,... "'.00 743.70 "'.00 743,70 I
<br />16 CONe. VALLEY OUTTER TRIANGLE SEer, E. . _00 '.00 1,020.00 '.00 1.020.00
<br />17 INLET PROTECTION EA 2 100.00 '.00 200.00 2.00 200.00
<br />IS SOODINO, TYPE LAWN" BOULEVARD 'Y '250 2.50 '.00 0.00 0.00 0,00
<br />,. 4" PERFORATED HDPE PIPE DRAIN wrm I
<br /> TYPE I OeorEXTILE SOCK Lf 'OBO '.20 510,00 1,.824.00 '70,0!. 1,824,00
<br />20 DRAIN TILE CORE CONNECTIONS EA . Is,o.OO '.00 600.00 '.00 "'.00
<br />" 12" RCi" CLASS III, DESIGN 3006 Lf 32 22.00 32.00 704.00 32.00 704.00
<br />" CONSTRUCT CATCH BASIN.:N" ~ '" EA 2 ....00 2,00 l.S00.00 2.00 l,lIOO.oo I
<br />" ADJUST fRAME AND RINQ CASTING EA , ISo.oO 0.00 0.00 0,00 0.00
<br />" ADJUST VALVE BOX EA , 125.00 0.00 000 '.00 0.00
<br />2$ RELOCATE HYDRANT EA , 2.1(:10.00 '.00 2100.00 1.00 2100.00
<br />T SCHEDULE 1.0 JAMES AYEMJE-TOTAL 30.193.30 30,193.30 I
<br /> SCHrnlll F. :2 1\ COIl FF.N' CIRM F..
<br />, RE~OVE CONCRETE CURB It: GtflTER Lf ." 2.45 541,OQ 1,3%j.4' S4l.oa 1.32.5.4.5 I
<br />, COMMON EXCAVATION (p) Cy ... 6.10 .540,00 3,294.00 S40.OO 3.194,00
<br />, SUBORADE EXCAVATION CY S20 5~B.5 520.00 3,042.00 $20.00 3.00.00
<br />. SELECT GRANULAR. BORROW - cv CY '20 9.75 $20.00 5,070.00 $20.00 '.0'10.00
<br />. SUBGRADE PREPARATION RDSTA , 300.00 '.00 ....00 '.00 ....00 I
<br />. AGGREGATE BASE - CLASS J;A TN 7SS 7.15 0.00 000 0.00 '.00
<br />7 TYPE 41ADtTUMlNOUS WEAR COURSE TN '2$ 13.00 0.00 0.00 '.00 '.00
<br />. TYPE liB errUMINOUS BASE COURSE TN ,<50 24.00 160.00 3,840.00 160.00 3,840.00 ..
<br />. r BITUMINOUS DRIVEWAY PAVEMENT SY 12$ '.00 '.00 0.00 '.00 '.00
<br />10 BrrUMINOU$ FOR TACK COAT OAL " ,... '.00 0,00 0.00 '.00
<br />11 B6I8 CONCRETE CURB AND OlTITER LF ... 6.1$ $41.00 U:1,1S 541.00 3,:m,15
<br />" 6" CONCRETE DRlVEWAY APRON SY " 31.00 '.00 0.00 '.00 '.00
<br />" 6" CONCRETE DRIVEWAY PAVEMENT SY <50 SO.OO '.00 0,00 '.00 000 I
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