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JUM~ 9.200G 10:dO~M
<br />
<br /> PAY E~TIMATE #9, FINAL
<br /> CITY DF RAMSEY'
<br /> SUNWQOD DRIVE NW
<br />IJTILR~ AND STREET IMPROVEMENTS
<br />IMPROVEMENT PROJECT NQ- 915 $2
<br />
<br />H0.507
<br />
<br />P.3×8
<br /> Engineer
<br />
<br /> Item Description
<br /> 34 30'' RC Pipe Sewer Design 3006, CL 3
<br /> 35 33" RC Pipe Sewer Design 3006, CL 3
<br /> 35 Connect to Existing Storm Sewer
<br /> 37 Construct Bulkhead
<br /> 35 12" Steel Casing Pipe
<br /> 39 Construct Drainage Structure Design 48 - 4020
<br /> 4n Construct Drainage Sf3'uctum Design BO - 4020
<br /> 41 Construct Drainage S~c~um Design 72 - 4020
<br /> 42 Casting Assemblies Type 1
<br /> 43 Casting AssemDiies Type 2
<br /> 44 Construct Drainage S'd'uctura Design Special 1
<br /> 45 Random RIprap Claes 3
<br /> 48 Geotexffila Fabdc l~ype IV
<br /> 47 Concrete Curb & GNI~er Design 5818
<br /> 45 B" Cancmte Driveway Pavement
<br /> 49 Metal Railing
<br /> 50 Pon-nanent Barricades
<br /> 51 Inst~ll Wood Rail Fence
<br /> 52 F & I Sign Panels Type C
<br /> 52A Pavement Me,sage (Right Arrow) Epoxy 53 4" Solid Line White -
<br /> 54 4" Broken [Jne Yellow ~ Epoxy
<br /> 55 24" Stop Line White - Epm(y
<br /> 58 Deciduous Tree 1.5" Cai BR
<br /> 57 Bale Check
<br /> 55 Silt Fence, Type Machine Sliced
<br /> Se Tem~oFal7 R~ck Construction Entrance
<br /> 50 Seed Mixtara 605
<br /> 61 Seed Mixture Spatial 1
<br /> SE Seed MIXtUre Special 2
<br /> 63 Seed MlxtNre Spec. Iai 3
<br /> 64 Seed Mixture Special 4
<br /> 85 Seed Mixture Sper. Jal 5
<br /> 66 Mulch Material Type 1
<br /> 57 E,~ston Control Blankets CategaQ/3
<br />
<br /> 68 Commercial Fe~i~zer Analysis 20-5-19
<br />
<br />Total Bid Schedule "A" - SAP 199-104-08
<br />
<br /> Estimated
<br /> Quantity Contract U~.lt Pdce Amo,a~t Os=d t~ Dam
<br /> 370 LF $40.70 LF $15.059.00 370
<br /> 124 LF $47.70 LF $5,914.50 124
<br /> t ~CH $595.00 ' '~CH $505.00 0
<br /> 7 ~CH $77.~0 . ~CH S539.~ 7
<br /> go LF $2fl.00 ' ~ $2,5~0.~ go
<br />
<br /> 30.~1 LF ~8~,30 ~ $1%~7.73 ~.56
<br /> 11.~6 LF ~67,~ ' LF ~,392,gq 1~.~2
<br /> ~5 ~CH ~.I0 ~H ~,g46,50 15
<br /> 4 ~CH $41g.30 ~CH $1,8~.20 4
<br /> 4 ~CH $701.20 ~ ~CH ~2,8~.80 4
<br />58.8 CY $~1.~ {' CY ~,6~.08 108
<br />109 ~Y $1.00 : SY $~07.q 0 q49
<br />4949 LF $7.10 ~ LF ~5,157.90 3419
<br />25 SY $30.00 ~ SY $750. D0
<br />47 ~ S88.40 ) LF $3,214.80 47
<br />3 ~CH ~15.00 ~CH ~5.00 0
<br />1640 ~ ~5.10 LF S9,3~.00 qa~
<br />22.5 SF ~1.00 I SF ~.50
<br />4 ~CH $150.00 ~CH ~00.00 ~
<br />6~25 LF $0.30 ~ LF $1,~7.5~ 4700
<br />450 LF 50.30 ~ LF $1~.00 460
<br />37 LF $8.20 ) LF ~03.40 0
<br />1~ TREE $1~.D0 .TREE $10,050,00 87
<br />150 ~CH $5.00 ~CH Sg50.00 o
<br />1800 LF ~.00 , ~ $3.~00.~ ~557
<br />2 ~CH $500,00 ~CH $1,0~,00 O
<br />1002.8 LB ~.~ LB $~,00?.BO 1474
<br /> 30.0 LB ~5.OO LB $750.00
<br /> 5,0 LB $25.00 LB $125.00 5
<br /> 19.5 LB $20.00 ~ ~90.00 19.5
<br /> 3.~ LB $25,00 ' LB $82.50
<br /> 41.3 LB ~0.0~ ~ $~6,~0 41,3
<br /> 21.5 ~N $125.~ TON ~,887.50 21.5
<br /> ~5 SY $1.80 ~ $7,80~.00 ~00
<br /> 2,1 TON $1~.00 TON ~15.00 2.1
<br />
<br />15.059.0~
<br />$.g14.80
<br />
<br />539.00
<br />2.520.00
<br />7,303.52
<br />11,166,41
<br />4,451.56
<br />3,946.50
<br />1,577.20
<br />2~804.50
<br />5,529.00
<br />283.10
<br />
<br />720,00
<br />3,214.50
<br />
<br />8,160.00
<br /> 210.00
<br />
<br />1,410.00
<br /> 138.00
<br />
<br />11,114.00
<br />
<br /> 4,4~2.00
<br /> 750.00
<br /> 125.00
<br /> 390.00
<br /> 82.50
<br /> 826.00
<br /> 2.887.50
<br /> 12,960.00
<br /> 315.00
<br />
<br />560.781.01
<br />
<br />-104- mm~Q dock/mural d P~/~m~ mYCJ 1 Elttl~°~m P~wF~tm
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