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November 29, 1999
<br />Honorable Mayor 8( City Council
<br />City of Pamsey
<br />15153 Nowthen Blvd. N.W.
<br />Ram~y, MN 5530,~6197
<br />
<br />PAY ESTIMATE #4
<br />
<br />RE; Section 28, Trunk Sanitary Sewer ond Watermoin, Improvement Project 98-21
<br />Contractoc Kuechle Underground
<br />Contract Amount:. $340,778.65
<br />Award Date: November 17, 1998
<br />Completion Dote: July 16, 1999
<br />
<br />Deor Council Members:
<br />
<br />The following work hoe been completed on the above referenced project by Kuechle Underground:
<br />
<br />Bid Schedule "A" - ROAD CONSTRUCTION
<br /> Spec. Eel~mated Unit C~ntrect
<br />.l.t .e m__...R.e.f.._ __ _..D_e_ .s~'@tion ............... .(~...a.n_Uty.. Price Price _ _U_ _s~.. !o__D_ .a t.e~ _Ext e.__n_sLo .n- ........
<br /> 1 Remove Culvert 142 LF · $4.00 LF , $568.00 142,00 LF $568,00
<br />. "--2~'(~..'5~'1-"R~:~3'~ ~J-~3-~,'~tt-e~· .......................... 3~0 L~F-''~ '-,~6~;[.F'~"---$9:~.'(~x3'' -~f.2~'/'.IF." ...... $;1~918.60..
<br />
<br />· 4: .Relocate Mailbox Supp~ ........................ '~...E~,_.~,'. __~'IO0.00.EA
<br /> 5:2104,513 'Sewing BI__L Pjv_.e_.m..e_nt_(F_u._l!~_ep_~). .... 4-85 LF ! $7.60 LF;
<br /> 6 2105 ,Common Excavation 3800CY ' $1.67 CY ~
<br />
<br />$100.00
<br />
<br />$3,637.50
<br />
<br /> 2211.501 ,Aggr_eg~te Base Class 5
<br />8;_L:~3~_.1_..50~8 ,Type 31 Base Course Mixture
<br />
<br />2210~TN i $7.25,TN i $15,022.50
<br />1185;TN i $26.00.TN ~ $30,810.0
<br />
<br />9:2331.508 ;T_ .y~e 41 Wearing Course Mixture
<br />10:2357,502 :Bit. Material for Tack Coet
<br />
<br />860~TN I $,2B.00:TN I $34,0S0.00
<br />520iGA t $1.00;GA [ $520.00
<br />
<br />11=2&31.501 :ConcreleCurb&GutterOesign_B618 ..' .. 3450!LF i $5.16=IF i $21,252.00
<br />
<br />12 0531.604 Concrete Cross Gutter
<br />
<br />8O:SY i $33.00 SY t $2,840.00
<br />
<br />13.2575 'Sodding_Type Lawn 1250,SY
<br />14=2575 !Seeding (includes fern, & mulch~. 2.25!AC
<br />15: .Adj_ust Castin. g _ 3:EA
<br />1613886.300 ,Silt Fence 770';LF
<br />17: .... 'Salvage Class 5 (from 14.3rd Ave. to Jas _.~er__S_t:i- 5.15iCY
<br />
<br /> $3.00 SY: $3 750.00
<br />$800.00' AC ~ $1,800.00
<br />
<br />$120.00 EA ! $360.00
<br />
<br />i $1.50. LF ! $1 155.00
<br />
<br />$1.40 CYI $721.00
<br />
<br />18: :Construction Signing
<br />
<br />: lgi ,Topsoil Borrow
<br />
<br />I:LS ! $6,500,00 LS i $6,500,00
<br />
<br />300:CY i $9.00 CY i $2,700,00
<br />
<br />401,00 LF $3,007.50
<br />4,516 ;CY $7,541.72
<br /> $16,458.88
<br />
<br />2,270.19 iTN
<br />1 ~.1o {TN.
<br />1,079.20 iTN
<br />
<br />400.00[GA
<br />
<br />4,821.00 ,LF
<br />
<br />45.00 .SY
<br />
<br />$31, ,.'.'.'.'.'.'.'.'.'~& 60
<br />
<br />$30,217,60
<br />
<br />$29,697.36
<br />
<br />$1,485.00
<br />
<br />· 4,275,00 . SY $12,825.00
<br />· 0,00 iAC $0,00
<br />3.00: EA $360.00
<br />630.00 :IF $~45.00
<br />515.00 'CY $721,00
<br />
<br />1,00 ;LS
<br />
<br />100.00 !CY -
<br />
<br />Total Bid Schedule 'A'
<br />
<br />$127,199.30
<br />
<br />$150,734.38
<br />
<br />Bid Schedule 'B" - SANITARY SEWER
<br />
<br />Item Desc~.pfion
<br />!--.'~.2621.5A
<br />
<br />~ 21,2621.5A
<br />
<br />; 22:2621.5B
<br />~ 23'2621,5B
<br />
<br />,~ 24:2621.5B
<br />
<br />~10' PVC SDR 35 (all depths)
<br />,27" RCP CL.5 (all depths)
<br />.48" Dia, Manhole w/casting (0' .to 8')
<br />Excess manole DeE_th 48" Diameter (over ~').
<br />148' X 2'/* Mini-Tee, Manhole w/castin.g.(0_'_-8_')
<br />
<br />; 25{2621,5B :27' Plug
<br />' 26~ ~6" Sewer Service Conncection to 27' RCP
<br />
<br />I 28~
<br />
<br />i 29:2621.5A
<br />
<br />'Jac~ 18' Dia. Steel Casing P_~De under RR
<br />;Connect to Existing. San. Sewer Manhole
<br />,6' PVC SDR 35 (all_deco. the).
<br />6' PVC Plug
<br />: PVC Bend
<br />
<br />Total Bid Schedule "B'
<br />
<br />Estimated
<br />OuantJt~ Unit Pr{ca
<br /> 8'I~-~'IF ~ $14.00 IF
<br />
<br />3 ~EA,
<br />
<br />100 ~LF I $134,00 LF {
<br /> 1 ;EA i $1,500.00 EA i
<br /> 68 ;LF i $19.00 IF ~
<br />
<br />Contract
<br />-Price Used to Date
<br />$11,368.00 ~ 829.00 i!.J=
<br />$42,189.00 1,033,00 :IF
<br />$5,400.00 3.00 :, EA
<br />$1,840,401 21,40 tLF
<br />$5,400,00 ~. 3.00 i EA
<br />$72.00 1.00 i EA
<br />
<br /> $1,500,00 1.00
<br /> $1,254.00 84.00 ~LF
<br /> $132.00 4.00 ~EA
<br /> $132.00 4,00 :EA
<br /> $1,330..~L- 19.00
<br />
<br />$85,297.40
<br />
<br />Exten~on
<br />
<br />: $11,606,00
<br />
<br />$5,400,00
<br />$1 ,B40.40
<br />
<br />$2,560.00
<br />
<br />$13,400.00
<br />$1,500.00
<br />
<br />$132.00
<br />
<br />$132.00
<br />
<br />$86,556.40
<br />
<br />FFI~E: E. ham~EXC~U~rn~e*~v~:X:
<br />SHEE'~: PAY ESTIMATE
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