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JUMo ~0D6 i~BgAM
<br />
<br /> PAY EBTIMATI~ #9, FINAL
<br /> CITY QF RAMSEY
<br />SUNWOOD DRIVE ~
<br />~L~ AND ~ I~pROV~M~,~
<br />[MPROVEME~ p~OJECT NO. ~2
<br />
<br />;~= ;, 2006
<br />I-~uorable Msyor & C[~ Council
<br />Cit7 of
<br />15153 No~ Blv~ NW
<br />~ms~, ~ ~5303
<br />~: S~od~ve S~t~, U~ity ~ S~et~provcm~
<br />Coat.on ~Tour Co~on
<br />
<br />A~d Dam: ~h g, ~02
<br />C~le~ou Da~: November 15, 2002'
<br />
<br />~[d Schedula *A" -SAP ~ B~l ~6 Sun~ood DH~ ~
<br />
<br /> EaUrnatefl
<br /> Item De~c~oUon Quantity
<br />
<br />I C~eaflng 0.73 ACRE
<br />2 C1eadng 7 TREE
<br />3 Gmbbt~ 0.73 ACRE
<br />4 Grabbing 7 ~EE
<br />5 Payment Ma~ing Removal - Pa~ne~ ~0 LF
<br />6 Remave Pipe Cu~eRs 112 LF
<br />7 R~ave Fen~ ~8 LF
<br />8 Remove B~umlnous P~ement 9,235 SF
<br />9 Sawing B~minous Pave~nt (Full Depth) 1.3~7 LF
<br />10 ~mon Ex~va~on, ~ (p) 64.92~ ~
<br />1 ~ M~ ~vat~=n, ~ 16.6QQ CY
<br />12 SaNag~ To=s~{I From Sto~pile, SV 4.76~ CY
<br />13 Aggregate Base Class 5 5,S~ TON
<br />14 Mill B~m[nous Suda~ (1.5~ 570 SY
<br />15 Ty~e LV~ Wearing Cauma M~m 1,398 TON
<br />16 Type L~ N~n~eaHng Coume M~m 1,772 TON
<br />17 Bituminous Material ~r Ta~ CQat 614 GAL
<br />18 Cons~ C~n=ete ~n~alls 4 ~
<br />q 9 ~n~ Weir 1 ~CH
<br />20 ~ncm~ Pamp~ Wal[ 45.4 LF
<br />21 1~ X 6 P~ Con~ B~ Cu~eR 1~ LF
<br />~ 21" CM Pipe ~bed 25 LF
<br />~3 ~ RC Plea A~mn 3 ~CH
<br />24 ~8" RC Pi~e A~mn 2 ~CH
<br />25 24" RC Pl~e Apron 2 ~CH
<br />26 33" RC Pipe A~mn 1 ~CH
<br />27 T~ash Gua~ ~r 18" Pipe A~mn 2 ~CH
<br />28 Trash Gua~ ~r 24" Pipe A=mn 2 ~CH
<br />29 Trash Gua~ ~r 33' Pipe Aomn 1 ~CH
<br />30 15" RC Pios Sewer Design 30~6, CL 5 406 LF
<br />31 18" RC Pioe ~r Design 3O98, CL 5 24~ ~
<br />32 21" RC Pipe Se~r DEsign 3Q96, CL 3 474 LF
<br />33 24' RC Ploe S~er Design 39Q6. CL 3 692 LF
<br />'Per ChaRg~ O~a= 1,2, 3 and 4
<br />
<br />Con~act U) It pdce
<br />$2,324.00 i ACRE
<br />$24~..40 !TREE
<br />$2., 32.'4.00 .ACRE
<br />$242.4n TREE
<br />$3.00 ·']' LF
<br />$8.40 ! LF
<br />
<br /> $0.15 SF
<br /> $3.00 LF
<br /> $I.t9 CY
<br /> $2.90 CY
<br /> $1,20 CY
<br /> $g,4B TON
<br /> $4.D5 SY
<br />
<br />~25.$0 "TON
<br />$1.30 -C~L
<br />$5,277.50 LS
<br />S$46.00 'EACH
<br />$66.60 LF
<br />$309.80 LF
<br />
<br /> $438.b~) { EACH
<br /> $484,20 i ~.CH
<br /> $509.20 j EACH
<br /> $619.20
<br />
<br /> $153.90 EACH
<br /> $295.00 EACH
<br /> $490.80 EACH
<br /> $21.90 LF
<br /> $23.50 LF
<br /> $28.00 LF
<br /> $30.50 LF
<br />
<br />$1,696.52
<br />$1,696.80
<br />$1,696.~2
<br />S1,5~B.90
<br />$gB0.D0
<br />$940.80
<br />$456.00
<br />$%355.25
<br />$3,951.00
<br />$T7,2~4.32
<br />
<br />$5,736.00
<br />$52,502.40
<br />S2,305.50
<br />$43,897.20
<br />$50,676.20
<br />$'796.20
<br />$25,110.00
<br />
<br />$3,023.64
<br />$4~,893,80
<br />$707.50
<br />$1,315,B0
<br />~29.40
<br />$1.018.40
<br />$819.20
<br />$387.80
<br />$590,00
<br />$490.80
<br />$S,$91.40
<br />$5,712.00
<br />$13.272.00
<br />$18,361.00
<br />
<br />M0.507
<br />
<br />Used m
<br />
<br /> 0,76
<br /> 75
<br /> O
<br /> 112
<br /> 430
<br />
<br /> 1385
<br /> 64928
<br /> 16600
<br /> 478O
<br /> 5376.65
<br /> 55
<br /> 1286.49
<br /> 1683
<br /> 5O9
<br /> 4
<br /> 1
<br /> 45.4
<br /> 132
<br />
<br /> 2
<br /> 25
<br /> 25
<br /> 1
<br /> 25
<br /> 25
<br /> 1
<br />
<br /> 415
<br />
<br /> 2~
<br /> 474
<br /> 614
<br />
<br />Engineer
<br />
<br /> %696.52
<br /> 1.696.B0
<br /> 1,696.52
<br /> 1,595.80
<br />
<br />940.S0
<br />560.00
<br />132.00
<br />4,155.00
<br />77,254.32
<br />4S,480.00
<br />5,736.00
<br />50,559,31
<br />222.75
<br />49,394.B4
<br />48,133.80
<br />881.70
<br />25~1 lO.DO
<br />546.00
<br />3,023.54
<br />
<br />577.20
<br />928.40
<br />1,018.40
<br />819.20
<br />387.80
<br />5g0.00
<br />4go. Bo
<br />9,154,20
<br />5,7~2.00
<br />13,272.00
<br />18,727.00
<br />
<br />
<br />
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