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PAY ESTIMATE #1
<br /> C1'~; OF RAMSEY
<br />!.43RD AVENUE N.W.
<br />UTILITY AND STRJ~ET [MPROVMENT$
<br /> IMPROVE~f~NT PROJE'2.~ NO.
<br /> CITY OF R~MSEY
<br />
<br />Schec~ule "C" · Storm Sewer
<br />
<br /> i Spec, ' ' Estimated ........ Contract i ~sedto
<br /> Item No. Ref. Description Quantity Contract Unit Price Amount J Date Extension
<br /> 331 12" R~P iCLS) {0'-8' Depth) I 1301LF' $ 18.00 t/LF i $2'340'001 131 $" 2,35~,.0D
<br /> 341 15" RCP (CLS).(0'-S' Depth! i '358[LF $ 19.35 I/LF I S6,927.30 336 $ 6,540.30
<br /> 351 "1'~" RCP (CLS} (0'-8' Depth! ' ' ! ' 1-325'LF $ 2'{.30 ~/LF" $,28,222.50 1325 $ 28,222.50
<br /> · 33~ 24" RCP (CL3) (0'-8' Oeothl 8 LF $ 25~r5 /LF $154.50 3
<br /> " 27" RC~"(CL3) (0'-a' Depth) ' ' 350 LF $ ~.1'~' /LF $11.252.501 "'356 ~ 11,252.5'0
<br />--~ 38i - 30" RCP (CL 3) (0'-8' Depth) 614 LF $ 36.00 /LF $22,104.00t 614 $ 22,104.00
<br /> -39i ' - 36" RCP (CL3)(8'-10' Depth)' ' ' / 252 LF ,. $ 49.25 /LF i $12,411.00 257 $ 12,657.25
<br /> '40i 136" RC Arch Pipe - Class 3 (8'-10' DeptM)'--I 40 LF $ 76.10 ~LFI '~3'044'°° '
<br /> · 15" ilia. Concret. e Plug _ 3 EA $ 68.00 /F__A '1 S~04.00 2 $ 136.00
<br /> 43i 18" Dia. Concrete Plug ~ 3 ~t $ 70.00/Eft,/EA_ 3210,00 3 $ 210.00
<br /> 44i " 24 {~ia. Concreie Plug I 1 EA "$ 75.00 /~J~ $75.00
<br /> -'~ 45j ]18" RCP FES ' j 1 EA $ 584.00 /FA ' ' $584.00 1 3 584.00
<br /> 45i i30" RCP FES[ i lF-_,~ $ 950.00 . $950.00 1 $ 950.00
<br /> 471 ' "36"RcPFEs . 1 FA , $1,375.00 /FA S1,375.00 1 5 1,375.00
<br /> 481 Construct S~andard Calchbasin'(2' x Y) ' 3 E.~ $ 767.00/FA/FA ~'2",301.00 3 $ 2,301.00
<br /> -, 4g, JConstru~t 27'. dia. C~tcMbesin W/Beehive Grate 1 EA $ 7~0.00 ~30.00
<br /> 50 !~o.n,s, tructManh~ie4'di~. (0'-6') 1 FA $ 1,117.00 /FA" 31,117.00 .....
<br /> 51! .IConsiruct CB-~H 4; Die. (0'-8') 8 FA $ 1,213.00 /FA $9,704.00 6 $ 9',~04.00
<br /> 521 . Conatrucl CI~-MH 5~]" Dia. (0'-,9') 4 FA $ 1,721.00 /FA 36.8~]4,..00 4 3 6,684.00
<br /> 531 . jCcnstruct CB-MH 60" Oia. (9.5' build) I EA $ 1,846.00 lEA $1,846.00 ,,, 0 $
<br /> 54{ Construct CB-M.H 66" Dia. (0'~8'i I 1 FA $ 2,201.00 IFA , $2,201.00 I $ 2,201.00
<br /> 551 Construct CB-MH 72" Dip (9.3' build) , 1 FA $ 2,9~0.00 /EA $2,920.~0 1 $ 2.920.00
<br /> 5~'1/ 48"Da. Skimrr~erSt'ru~'ure,,.vith. Weir(O'-8') i~ 1 FA. $ 1.865.00 lEA' S1:865.00 . 1 $ 1,,865.00
<br /> 57[ iClass Ill Ran~om Rip-Rap 24.7 CY $ 50.00 ICY $1,235.00 35 $ 1,750.00
<br /> 58, [.Common Excavation- Pond 16,453 CY ( $ '1'.~1 ICY , $18,262.831 1~453 $ 18,262.63
<br />
<br />Total Bid Schedule "C" 3139,043.63 $ !32,277.38
<br />
<br />Schedule "O" - Road Construction
<br />
<br /> No. Spec. [ Estimated Contract Unit Price
<br /> Contrast
<br /> Used
<br /> to
<br />
<br /> Item Ret. ~escrJptJ~n Quantit.y Amount Date Extension
<br /> ' 59~ r ]Mobilization 1 LS - $" 1,500.00 ilLS [ $1.500.00 11 $ 1.500.00
<br /> 60j Traffic Control I.~"0 LS $ 200.00- ILS} 3200.00 11 $ 200.00
<br /> 61'~ ' " Remov~Concrete Cur~ & GUt(er ' 500 LF S 0.?5 /LF $375.00 66£ $ 495,00
<br />"' 6'2 }Rem0v~ Bituminous Pavement 920 SY ~ 0.50 /SY $460.00 82; $ 411.o0
<br />
<br /> 63 iSaw Bituminous'Pavement . 170 LF $ 1.00 ILF"' ' 3170.00 157! $ 157.00
<br /> · 64 . ~l. eanng &'~rub~ing i ,, 0.6iAC $ 3.800..~0 /AC. $3,040.00 0.81 S 3,040:0,0,
<br /> 651 .... Transplant Trees 12 EA $ 100.00 /FA Sl,200.00 .101 $ 1,000.00
<br /> 666.6' ' ,Common Excavation (P) 10,1~'0 CY , 1.11 ICY S11,211'.00 '127101 S 14.108'.10
<br /> 67 iConcrem Curb & Gutter, Design B-618, 5,200 LF $ 7.15 /LF $37.180.00 S18.~ $ 37,0§6.45
<br /> tFriangu[ar Valley Gutter Sections 4!FA $ 2~5.00 /FA $1,060.0'0 61 $ 1.590.00
<br /> 69t 7' Concrete Va ley Gutter ' 150SF $ 4.90 /SF $735.00 240 $ 1,176.00
<br /> ~'0i Aggregate Base. Class 5 3,750 T(~N $ 7.15 /T~N 326,812.50 3675 $ 26,276.25
<br /> 71t Type 41 Bitum,inou~Wear'Course 9~5 TON "~ 27.00 /TON 525.245.00 1215.3 $ 32,6i'~.10
<br /> 72'i 1Type 31 Bituminous Base Course 12501TON $ 25.80 /T(~N $32,250.00 1212.64 $ " 31,286.11
<br /> 73i - 8it. Materi~l for Tack ~oat I 550,GAL $ 1.50 /~AL 5825.00 540 3 810.00
<br /> ' 74j 24' While Stop Bar - . , 25 LF $ 2.00 /LF $50.00 0
<br /> ~ 1F ~,'s~gn ~anel (T~p~C~ ' 6.~5 SF ~ 23'.'00 ~s~ 31,3.7sol 3
<br /> tSeeding, inct, Seed, Fedilizer"& Mulch 1 !AC $ 1,500.00 'AC ' $1.500.00 0.881 $ 1,320.o0
<br /> 77t ,Sodding. Lawn & Boulevard T;/pe ' ' 3500 SY $ 2.00 /SY ~7,000.00 3500~.$ 7,000.00
<br /> 78t ISill Fence. Pr.e,-As~em~t~d . 1,3.00 LF I $ 1.30 /LF Sl.6,9,0.001 ......5501 3 715.00
<br />
<br /> 79i ISatvage &,, Reinstall Topsoil (LV) 2000 CY $ 1.11 ICY $2,220.00 15oo $ 1.665.oo
<br /> 6oI ITopsoil B~rro,w (LV) 300CY $ 9.00 ICY 32.700.00
<br /> 81'! , . iRemove Concrete & Oebri's (Ooz~'r Hours) 18 HR $ 125.00 liar $2,250.00 21, 3 2,62~.00
<br /> 82' JRemove ~on~r'ete & Debris (B~ckhoe Hours) 30 HR $ 145.00 /HR S4.350.00 34 $ 4,930.00
<br /> ~3' " ' Remove Con'rote& Debris (Loader Hours) 18 HR ' $ 13'~)i00 ~HR, $2,3.4,0'.~0 21 $ 2,730.0o
<br /> s~.--i . /Fiber Bla'~l'ket 7500 SY $ 1.60 /SY $12,000.0.01 . 7910( $ 12.65.,6.00
<br />
<br />Total 8id Schedule "O" 5178,507.25 $ t85.562.01
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<br />RA3157BtPay Estimate
<br /> Per C.O. No, 2
<br />*'Per C.O. No. 3
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