|
PAY ESTIMATE #5, FINAL
<br />
<br />November 9, 2000
<br />Honorable Mayor & City Council
<br />City of Ramsey
<br />15153 Nowthen Blvd. N.W.
<br />Ramsey, MN 55303-6197
<br />
<br />RE: Section 28, Trunk Sanitary Sewer and Watermain, Improvement Project 98-21
<br />Contractor: Kuechle Underground
<br />Contrdct Amount'. $340,778.65
<br />Award Date: November 17, 1998
<br />Completion Date: July 16, 19q9
<br />
<br />Dear Council Members:
<br />
<br />The following work has been completed on the above referenced project by Kuechle Underground:
<br />
<br />Bid Schedule "A" - ROAD CONSTRUCTION
<br /> Spec, Estimated Unit Contract
<br />Item Re1, Description Quantity Pdce Price
<br />1 Remove Culve~ 142 LF $4.00 LF $568.00
<br />2 2104.501 Remove Curb & Gutter 340 LF $2.65 LF $901.00
<br />3 2104,505 Remove Bit, Pavement 3370 SY $0.99 SY $3,336.30:
<br />4 Relocate Mailbox Suppor~ I EA $100.00 ,FA $100.0~
<br />5 2104~513 Sawigg Bit, Paveme.n! (Full Depth) 485 LF S7.50 LF $2,637.5(;
<br />
<br /> Used to Date Extension
<br /> 142.00 LF $568.00
<br />724.00 LF .$1,918.60
<br />5,768.00 SY $5,730.12
<br />1.o0 EA $100.00
<br />~01.00 LF $3,00~.50
<br />
<br />· .6 21.q5 c.o...mm, gp.Excavation ..... 3~oo'cY -' $1.67 cY $6..346:0~ '. 4,5'~6' CY--' ~ . ~,~1.'~2'
<br /> ..... 7 ~1.!.:~. ~gg[e~le.B~e ~1~ 5 ............. '....'.~'.... '_'~l'd ~ ' _ ....~.~.~N..'~ ~16,0~.5C,. 2,270:1~..T~ ............ ~[6..4~.~._
<br /> 8 ~1.50a T~.~_~.~p_g.0~me ~i~re ........ ~1p5 ~ ~ .. $2~-~0..~_ ..... ~0.81pto~j _~_~q~:~_.~_ ........ ~1..3~_~'
<br /> .... ~'~08' Type 41 Weadng Coume Mi~ur~ 8~ ~ . $28.~ ~ $24,080.0C~ 1,079.20 ~ ~0 2t7.60
<br />~ ~]'~;~.'~B~L~;~T~.~E~ ~' ~'~ ~_~ .'.'...:'".. ~.~.'G~'~.'_~;.~'~ ~X~Z-~'Z'~ '. ~.~:'__~'m~'~'~ .........
<br /> 11 ~1.501 ~ncrete Cu~ & GuRer Design B618 ~50 ~ $6,16 ~ $21,252.0C 4,821.~ ~ $29 697,36
<br />..' T~¥~C;~~-.~'~'~C'~/ ~. Z'.'T~'.T _ , ~ ...~'_'~'~;..Z~'~'/s~'."-~sz~:~l T~.'~.~o~-~T.-Z'-.Z.
<br />...J.~.~5 .....~j~g.ty~_~ .................................... ~9 S_~ ...... ~..~ ~ ....... ~. ~5~z~ .~,2Z~:~_.~? ...........
<br />.... j~..~Tj ...... .S_~i~g (igaj~d.~Le~. &.~u~c~) ................... ~.6~._ .~o:~.Ag_~ ...... SJ.~..~ ..... ~.7~.-A~ ............. ~o=~.
<br />15 Adjusl Casing 3 ~ $120.~ ~ ' ~60.~ 3.~ ~ ~60.~
<br />
<br />..... ~.7 ........... ~9~ge~]~s~ 5. (f.~_~.).~.~:.t~..~sp~r~.) ...... 5~.~_.~ .... $1~ ~ .... ~7_?)..~ 515.~ CY ~21.~
<br /> 18 ~ ~nmmmion Signing ............................ ~._L~..._.~ 5_~:~ _z... _~.,~gp._~ .... .[~._ ~_ ....... $~ ~0~.~.,
<br /> 19 Top~il Bo~ow ....... 3_~_~7~._~?.0~C_~____~.~ 1~.~ :CY $~0.~
<br />
<br />Total Bid Schedule 'A' $127,199.30 $151,294.38
<br />
<br />Bid Schedule 'B' - SANITARY SEWER
<br /> Estimated - '" Contract
<br />Item . D_.es.9.n-'ptio.n ............. Quantity Unit Pdce Pdce Used to Date Extension
<br />' :~.O"2'~Z.l'.S.Ai...i~b".PYc. i.SdR..351(a~.~pt_hs) i ....... ' '.. ~12"LF: $.;~-.4 067"'$t1.~368~o.'0 .... 8:~..'I-Z '~'i'~ii..'
<br /> 21 25.21:_5A. _ 2_7' RC_P C~ (aLd~.!h.s) ........... 10~9 L~ :... ~_~.00 L~'. $4~,j~.op. _.1 033:00. _L~ ....... ~ ~3 0.0
<br />
<br />· _22'..~.62,.1,.5B...48"_D. ia..i~l.a_nho, lew./c~_.s,!.ing (0'_1~.~]') ............. 3 .F~A ~. :$1,~__00._00.EA. . $5..,4_gOt00
<br />
<br />23 2621.5B Excess manole Depth 48' Diameter (over 8')
<br />24 2~2'I.'5B ." ~8' X 27" Mini-Te.e,.Ma~h~l'~iw./casting (0'~8')
<br />25 2621.5B. 27'. P.!ug
<br />26 6' Sewer Service Conncection to 27" RCP
<br />27 ........ Jack 18' Did. Sleel Casing Pipe. under RR
<br /> 28 Connect to Existing San.. Sewer..Manhole .. ,
<br />29'262'i,5A 6' PVC SDR 35 (all depths)
<br />30 2621.5G 6' 15VC Plug
<br />31 PVC Bend
<br />32 18' Dia. Stael Casing Pipe (open cut)
<br />
<br />21.4 LF · $86.00 LF ' $1,840.40
<br />3 EA $!-,800.00 .FA . $5,400.00
<br />I E,~,. .$72.00.EA. . . $72.00
<br />2 EA $640.00 FA $1,280.00
<br />
<br /> 1 EA $1,500~00 FA ' $1,500.001
<br /> 66 LF $19.00 LF $1,254.0~
<br /> 4 EA $33.00 EA $132.0(;
<br /> 4 FA $33.00 FA $132.0(;
<br /> 38 LF $35.00 LF
<br />
<br />Total Bid Schedule "B'
<br />
<br />$85,297.40
<br />
<br />1.00 FA $72.00
<br />4.0O FA $2,550.00
<br />t00.00 LF ~13,400.0o
<br />1.oo EA' $1,500.00
<br /> 84.00 LF $1.596.00
<br /> 4.0O EA $132.00
<br /> 4.0o 'FA $132.00
<br /> 19.00 LF $665.00
<br />
<br />$86,856.40
<br />
<br />-71-
<br />
<br />
<br />
|