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July 8, 2002
<br />Honorable Mayor & City Council
<br />City of Ramsey
<br />15t53 Nowlhen 81vd. NW
<br />Ramsey, MN 55.303
<br />
<br />Re: 143rd Avenue NW Utility and Street Improvemenfs Project NO. 00-21
<br />Contractor: Enckson Construction
<br />Contract Amount; 524511.4B"
<br />Award Date: November 9, 2000
<br />Cempletion Da(e: July 31, 2001
<br />
<br />Schedule "A" - Sanitary Sewer
<br />
<br /> Spec.'"
<br /> Item No. 1 Ref. Description
<br /> 1 i IRemove Existing 8" PVC Pice
<br />
<br />2! Connect to Ex. Sanitary Manhole
<br />..... 31 10;' PVC (8D'~-35) (10'-'12')
<br /> "41 I10'; PVC (SOR-35) (12'-14')
<br /> 5 10" PVC (SDR-35) (14'-16')
<br /> 61 10" PVC (SDR-351 (16'-18')
<br /> ' ' 71 10" PVC (SDR-26) (0'-8')
<br />
<br />i10" PVC (SDRo26} (12'-14')
<br />
<br /> 91 110" PVC (SDR-26) (I4'-16')
<br /> i{fl '10" PVC (SOR-26) (16'-18')
<br /> 11 i 10" PVC (SDR-26) (18'-20')
<br /> ' 12 10" PVC {SDR-26)(20'-22')
<br /> 13
<br /> 10" PVC (SDR-25) (22'-2~4')
<br /> 141 10" PVC (SDR-25) [24'-26')
<br /> , "~5! " Jack 18" Dia. Steel Casing Pi0e
<br /> 16t 48" Diameter Manhole wllrame and casting/0'
<br /> ' 17 Extra Manhole Depth 48" Dia. (>8')
<br /> 18 10" X 6" Service Wye (SDR-26)
<br /> ' 19l iff"PVC (SDR*26) Servi~e PiPe & Riser
<br />(1.9,A' ! IOewatenng to Lower Sanita~ Sewer
<br />
<br /> PAY ESTIJMATE #3 (lqnal)
<br /> CITY OF R~ t'4SE'Y
<br /> 143RD AVENUE N.W.
<br />UTile' AND STREET ~ROV~N~
<br />~ROVE~NT PRO~ NO. OO.lt
<br />CJ~~ OF ~MSEY
<br />
<br />Estimated
<br />Quantity Contract Unit Price
<br /> -35 LF $ 'ZOO ILF
<br /> 1 EA $ 40o.0'6' lEA
<br /> 905 LF ~i 18.40 ILF
<br /> 835 LF $ 18.40 LF
<br /> 220{Lf / $ 20.40 LF
<br /> "41 LF ! $ 22.40 LF
<br /> 120 fL? $ '16.50 [LF
<br /> 70 LF $ 19.50' LF
<br /> 120 LF ' $ 21.50 ILF
<br /> 1~51'C~ I$ 23.50 IL~
<br /> 1:20~ LF $ 25.~0 LF
<br /> 125, 2 .5o
<br /> 65 LF ' '$ '29.50 LF
<br /> 21 LF '$ 31.5(5 LF
<br />
<br />Contract Used to
<br />Amount t Date I Extension
<br /> , $70.00) '2~l, $ 5;],00
<br /> 5400.001 t $ 400.00
<br /> $~4.~]4Z00 950l 5 :5.5~0.00
<br /> 515,36~.00 7251 $ ~3.340.00
<br /> ~4,4~.ooI ' ~3~ 5 4.~4.~o
<br /> ·$9,~.4o! ''40t $ 896.00
<br /> $1,365;00t 208 I'~ 3,900.00
<br /> 'S2.580.00 90~ $ 1,935.00
<br /> $2,702.50~ ' 1~0t S 3,290.00
<br /> $3,060.001 731
<br /> $3,437.50~ 117
<br /> $~ .9~7.50 ' 78
<br /> $661.50
<br /> 525,440.00{ 140' $ 29,680.00
<br /> $9,317,001 6 $ 7,986.00
<br /> $3,549.001 49 $ 3,430.00
<br /> ~:.o3s.oo
<br />
<br /> $5,991
<br />
<br />50.7
<br />
<br />1
<br />
<br /> $ 212.00
<br /> $1,331.00
<br />L'F $ 70.00 LF
<br />EA t $ 74.00
<br />LF I$ 1%65 /LF I
<br />
<br />$ 1,861.50
<br />5 3.217.50
<br />$ 2,301.00
<br />$
<br />
<br />$ 5,991.00
<br />
<br />Tolal Bid Schedule "A" ,5J. 05,03.7.60. 5 105,882.1~_.
<br />
<br />Bid Schedule "B" Watermain
<br />
<br />item No.~ Ref. Description Quantity Contract Unit Price Amount ] Oate Extension
<br /> 20{ Connect to ~xisti~ Waterm~fn ., I EA $ 150.00 lEA $150.,0.0l, " 2 $ 300.00
<br /> ' 211 Connect to Existing WM w/12,,x16" Ta~¢!n.g Sleeve and Vol, I EA $ '~,~,95.00 lEA 51,295.00 $
<br />
<br /> ~2t 6" Ol~'~A/atermaln (Class 52) ' '~72 'LF $ , 13.65 '/LF $7,8._07.80 580 $ 7:917.00
<br /> ~' 10'; DIP waterma,n (di:"ss 5'2> ... 60 LF $ 20A5 /LF $1,209.00 60 5 1,209.00
<br /> 12" DIP Wai~rrna n (C,"ass 52} ., 2554 LF $ 21.05 /L~ $53,761,70 ' 2243 $ 47,~15.15
<br /> ;; ' OirectionalOdl112"PE(SOR-11) I 100~LF $ 105.00 IILF $10.500.00 100 5 10.50000
<br /> 26 6" Gat~ Valve & 8ox ' ' 20 lEA $ 535.00 //E~ "~10,700.00 19 5 '10,185.00
<br /> 8" Gat~ Val~,'e & Box '. [ 1 lEA $ 575.00 5575.00
<br />
<br /> 291 12" Gate Valve & 8ox 'I $ 1'.'014.00/EAIEA $1,,014.00!, 2 $ 5'860'00'l
<br /> 31 Hydrant Extensions '" 5, L~F $ 258.~0 I/LF
<br />
<br /> , , ' '' [Ductile. Iron FiBi~ 5750~LBS $ 0,95 I/LB L'
<br />
<br />Total Bid Schedule "B" 5101,923.00 $ 93,085,65
<br />
<br />R~3 157BtPay Estimate #5
<br />"Per C.O. No. 2
<br />'"Per C.O. No. 3
<br />
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