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<br />DEC, 6.~9OO ll:03RM H0~617 P.~"9
<br />
<br />December 5, 2000
<br />Hor~orabte Mayor & City Council
<br />Gib/of Ramsay
<br />15153 Nowthen Blvd. NW
<br />Rprllsey~ MN 55303-8197
<br />
<br />RE: Improvement Project 99-87
<br />Contraclor:. Meedewvale Construction
<br />Conlrnct Amount: 5265,517.80
<br />Ay~rd Dale: September 27, 2000
<br />Conlpletlon Date: July 1, 2001
<br />
<br />Schedule ~A" Phase 1 Construction
<br />
<br />PAY ESTIMATE NO. 1
<br />
<br />CONTRACTOR
<br />
<br /> it~m E~tlm~°d
<br /> N~. Spec. Raf. Dascdpflon Quantity Contraot Unit Pflce Cont~ Amount Uaed to Date
<br />-- 1 2021.5~ ~o~lllzation ' 1 LS $6,0~0,~0 LS $~ 00 0,5 ~ 2,~O'D.DD
<br /> 2 2104.50t ~emo~ Ca/~ Basin 2EA ~00,00 ~ ~200.D0 2 S 200.OD
<br /> 3 2104.50~ Remoy~Bitumlnous Pa~mant 111~ SY , ~1,~0 SY S1,1~5.~0 800
<br />
<br /> 4 210,.513 Sawing BitUmlnou~ Pa~ment.(FUj~ ~p~) 717 ~F S2,0O LF $1,~34.00 S -
<br /> 5 2106,526 To,ocli Bo~w 76'Cy ~ $10.00 CY ~750.~0
<br /> 6 '2105,809 Geo[~le Fo~ric ~E~ Iv 30 sY ~3.00 sY , ,~90,00
<br /> 7 ' 2211.501 Aggregate ~aae C~ass 5 410 TON ~9.00 TON $~,690.00' . ,, , $ -
<br /> O 2340.508 ~pe ~1 ?eafln~ Coulee Mitre 201 TON $&[.0p ~N $9,776.00 $ -
<br /> 9 2501.515 48" RC Pipe Apron 1~ Sa00.00 ~ $900.00 $ -
<br /> 10 2501,e02 Trash Guarder48" PIpeApmn I;EA ~ ~700.00 ~ $700,00
<br /> 11 2501.6~0 auc~aa~s ~E~ : $~0~.00 ~ $60b.00' ~ ~ ~00.~0
<br />12 2503,S41 15" Co~u~eted Po.[yath~lan~' PIpe ~ 32 ~LF S17.~ ~F , ~5~4,Qg ' 30 $
<br />i3 25~.~41 16" Cor~a~e~ Poly~J~ylene Pl~e ~ a LE $27.~0 LF $216.~6 0 $ 216,~0
<br />-- ' i4 2503,541 24"Corrugated Pelyet~lene Pl~e~ 115 L~ $24.00 LF . ~t760,d0 !15 $ 2,760.00
<br />15 2603,341 38"Corm~at~ Po~ethylena Pipe ~ 22, LF $~8.00 LF ,_ $8,,39~.00
<br />16 2503 541 ~" Co.gated Po~ethylene Pipe~ 398 LF {~.00 LF $17,910.00 413 S 18,586.00
<br />~7 2503.541 48" RC Pipe Sewer.D~sl~n ~p08a CLIII ' - LF $7~.00 LF
<br /> 18 ~03,541 S4" ~eel,~sln~ Pipe (I~11 by Open Cut)1 32 LF S230.00 LF ~7~360.00
<br /> 10 2503.541 5~ St~al,~lng Pipe (Inatall ~y Jacking) 1 98 LF ~490.0~ LF S47,040.00
<br /> 20 2504.601 LowerWate~aln _ 1tEA $1,200.00 ~ _ $%200.00
<br /> 2~ ~.605 6"~olyeWmne J~ulallon 3 6SY S20.O0 SY $7~,00 3.6 S 72.00
<br /> = 26O6.501 Oons,~MD~lna~e~t~u~O~sl~n~60~ 14.94~ $230.00LF $3,~36.20 14.9~,$ 3',486,20
<br /> 23 25~6.501 Cons~D~no~e ~cture Design-72 ~ 16.04LF $300,00 LF $5,082.00 ~.9~ S 5,0~2:00
<br /> 24 2506,501 Cons/mmDraina~eSlmctur~ Design-84 ~ 8,56[LF ~400.00 LF $3,424r00 8.56 $ 3,424,00
<br /> 25 2~06,602 Conne~ m ~lslln~.catch Basin 2'~ $300,00 ~ $800,00 2:~ 600,00
<br /> 28 2~06,602 Ca~ng ~semblles ~ps 1 11~ $200,00 ~ $200,00 1 I ~,. 200.0~
<br /> 27 2508.802 Ca~t~Aase~llss~yps 2 2 ~ $~00.00 ~ ~,0O0:p0 ' 2 S %000.00
<br /> 2B 2~08.802 Caslln~Assem~lle~ ~s,3 2~ ~280.00 EA $520.,00 .... 2 $ ~20.00
<br /> 28 2~1%501 Random Rlpmp Gi~s IV-(G~uIe~) 2~.8 CY $40.00 CY $1,~32.00
<br /> 30 2664,602 Inatall Flared End So.Ion Grout 1 EA $300.~'0 ~ 5300.00 I
<br /> 31 2563.601 TrafficCentrol 1 LS · $I,D00.00 LS $1,~0.00 0,5 $ 500.00
<br /> 32 2673.501 Bale C~ecR 12~ $10.00 ~ 5120.00
<br /> 33 2073.003 Slit ~en~e, BO LF $2.00 LF . ~60,00
<br /> 34 2575,523 Wood Fiber Blan~pn High Valocl~ '500 Sy S2.a0 ~ .~I.QQ0:00
<br /> 35 2575,809 TU~ Es~bll~hment 0.65 ACRE ~.2~0~0~0a AC~E $1.300,~0 S . -
<br />
<br />Total Bid Schedule "A" 5128,929.20 $ 41,005,20
<br />
<br />Schedule "B" Phase 2 Construction
<br />
<br />-imm Spec. Ref,. . Daacrlpllo. n, . Estimated contrac~,Unit]sFICe ContractAmoun! .O_sed to Dam Ex'ten~lon
<br /> 1 2021.501 Mobll!zatlon 1iLS Sq,O00,.O_OLS $1.o00.00
<br /> 2 2101.501 Clsndnf~ 0.88ACRE $1,000,00 ACRE $6~]0,00 ,.$
<br /> 3 2101.502 Cleerln~l _ _ . 2'01TREE $100.00 TREE $2,000.00 $ ,-
<br /> 4 '2101.50§ Gru0binl~l 0,681ACRE' $1,000.00 ACRE ~880,00
<br /> 5 2101,607 Grubblnl~ ' 201TREE ' 5100.00 TREE $2,000,00
<br /> 8 2104.,6015 Remove Bituminous Pavement 103,5!SY 51,09 SY ,,$1,~0;35,00 $
<br /> 7 2104.513 ~awln~ Bituminous Pavement (,Full Depth) 688!LF $2.00 LF ,$1..,370,B0. 5
<br /> 8 2105.525 Top Soil Borrow ._ 30~C¥ $10.00 CY 53,000.00
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<br />12/6100
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