|
<br /> r;v// C/y
<br /> -
<br /> PARTIAL f'AYllolE....,. ESTI.\1ATE .
<br /> :"0.2 (F'I:-lAL)
<br /> f1l.0M: JULY 5.1991
<br /> TO: SEPTEMBER R. 1m
<br /> CO~TRACTOR: VALLEY PAVING. INC.
<br /> ADDRf:SS: 4Io:l-35TH AVENUE NORTH. BLDG. B. SUITE t03. BROOKLY:-; PARK.. M....
<br /> O~\o1','ER: CITY OF ARDEN HILLS. MINNESOTA
<br /> PROJECT: 1997 STREET IMPROVEME~TS
<br /> CO.\IPLETIO)'l; DATE A.'10t.'.,. OF CO~TR,l,CT'
<br /> OkIGl:-;AL: AUGUST 29. I'~n ORIGISAL: , HJ.I":J.7S
<br /> REVISED: REVISED:
<br /> ~""'HFnrrl F 1 0 1~'1F'<; ~\'r-.;r'F
<br /> RE.\tOVE CATCH BASI:->..\.lA:\HOLE EA ; 11500 0.00 000 )00 J~5_00
<br />, REMOVE ReS' LF '" 6.20 0.00 0.00 115.00 7U.OO
<br />) COMMO:-: EXC.-\\iATIO:-'- (p. CY 76~ 610 0.00 0.00 76500 ~.666.50
<br />, St~BuRAOE EXC,;'" A no", CY "" 5.85 000 0.00 680,00 J.Q7B,OO
<br />, SELECT GRA:-.;rLAR BORROW. CV CY ;80 9.75 680.00 6.6}(),OO MO.DO 6.630.00
<br />6 SUBGRADE PREPAR;\.TIO.... ReSTA ,.. 17HlO 000 0.00 4,80 "".00
<br />, AGGREGATE BASE - CL>..SS ~A T~ 9" 1.15 "".00 6.-1,;,,;",90 "".00 6.U7.9Q
<br />. MILL BITlJMJ~'OUS SURFACE ,y " '.00 100.00 "".00 100.00 "".00 .
<br />9 TIPE ~IA BITC~I:-.'OUS WEAR COURSE Tl': 175 23.00 178.J6 4.10~.~8 I1U6 ~.IO!.~S
<br />10 n.PE 31 B Brn:~II:-<OUS BASE COURSE TN 20' 24.00 HAS 6-5S.$(l ~J~.~S 5.57S.W
<br />" BITUMINOUS FOR TACK COAT GAL 90 1.30 100.00 130.00 100.00 130,00
<br />" B{,I& CONCRETE CURB &. G1JTTER LF ,." 6.15 0.00 0.00 9J4oo 5.7.w.IO
<br />" 6- CONCRETE DRIVEWAY P^VE"IE~T $V 205 30.00 150.~7 ~.51~.10 150~7 ~5\~,10
<br />" 6" CDSCRETE DRIVEWAY APRO:-.' SY " 31.00 &5.\1 2.6JSAI gS.11 2.6Jg,~1
<br />15 CONCRETE V ALLEY GCTTER " m 3.35 .4~.oo _1.:<1.70 lSO,OO 603.00
<br />16 CONe. VALLEY GLTTER TR1A;\;GLE SECT. EA , 340.00 1.00 :uo.oo ~,OOJ U6000
<br /> ,
<br />" ISLET PROTECTION EA , 100.00 000 0.00 2.00 ~ 10000
<br />18 SODDING, n'PE U.WN &. BOULEVARD SY 1150 2.50 1.57:>.00 3.932.50 l.snoo. 3,9J!.50
<br /> .
<br />19 ~. PERFORATED HOPE PIPE DRAIN WITH
<br /> nl'E I GEOTEXTlLE SOCK LF 108<) 3.20 0.00 0.00 510.00 l.8H,OO
<br />20 DRAIN TlU CORE CQN1'o'ECTIONS EA . lSO.OO 0.00 0.00 '.00 000.00
<br />1I l2. RCPClAS:s.lIl. DESIGN 30CJ6 LF " 22_00 0.00 0.00 J2.oo 104.00
<br />" COl'lSTRUCT CATCH BASIN. N. ~)6' EA 1 900.00 0.00 000 2.00 I.SQO,OO
<br />l3 ADJUST FRA~E AND RING CASTlSC; EA 2 lSO.OO 2.00 300.00 2.00 300.00
<br />" ADJUST VAL \'E BOX EA 1 125.00 2.00 250.00 2.00 150,00
<br />" RELOCATE HYDRA1'oT E. 2.100,00 0.00 000 1.00 2.10000
<br />T SCHEDULE [J) J.\c\lES ,.l,VE;-.'UE-TOTAL 30.:33.29 6O.4JU9
<br /> 'WHFf)11! F ~ n rOll FF''' (,!Re! f
<br />I REMOVE COSCRETE CURB &. GLTrER LF 630 2,45 81.00 198A5 622.00 l,52J.9C
<br />2 COMMON EXCAVATION (p) Cy "" 6.10 0.00 0.00 "".00 J,29-l-.oo
<br />] SUBGRADE EXCA V A TlO1'o' CY 5~1) 5.85 0.00 0.00 520.00 n....~.OO
<br />. SELECT GRANULAR. BORROW _ CV CY 520 9.75 10.00 97,~ $JO.oo 5.lli7.:Sll
<br />, SlJBGRADE ?R.f.?^RATIO~ ROSTA ] 200.00 0.00 000 )00 90000
<br />6 AGGREGATE BASE - CLASS 5A TS m 7.15 7~l.oo 5.:9$,15 141.00 5,298.15
<br />, TYPE 41,0. BrrUMI~OlJS WEAR COURSE TN 12l :23.00 152.46 J..5Oli.Sg 152.46- J.5Q&.58
<br />, TYPE JIB IlITUMI~OUS BASE COURSE TN 160 l~.OO 33.31 ""~ 193.JI 4,639.44
<br />. 2" BITUMINOUS DRIVEWAY PAVEMENT SY Il3 '.00 106.00 ~.OO 106.00 9ROO .
<br />10 BfTt.!Ml~OUS FOR TACK COAT GAL " 1.30 75.00 97.5<1 75.00 97.50
<br />" 8618 CONCRETE CVRB ,.,:-:0 GLrrrER LF 630 6.15 81.00 498.15 622.00 J.8~5.JO
<br />" 6. CONCRE'T"E DRIVEWAY APROS " 56 31.00 62.33 1.9l1.23 62.3J 1.932.23
<br /> .;
<br />n.""lcri,~i'~~2(~J80": PAGe I
<br />
|