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PAY ESTIMATE #5
<br />I CITY OF RAMSEY
<br />
<br /> SUNWOOD DRIVE NW
<br />UTILITY AND STREET IMPROVEMENTS
<br />IMPROVEMENT PROJECT NO. 99-52
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<br /> Estimated Contract ~lsed to
<br />!'¥t~n D~scription Quantity Contract Unit Price Amount Date Extension
<br />
<br />16.. 4" Solid Line Yellow Epoxy I':~0001~'F $ 0.30 LF $ 3,600.00 $
<br />~7,' .:.;:.' Pavement Marking Removal - Permanent -4801LF $ 2.00 LF' $ (960.00) I$
<br />1'8' ~: Seed Mixture '0R 60'Lbs i$ 3'00 Lbs $ 180'00'
<br />19' ' Mulch Material Type I 1..5 Ton $ 125.00 Ton $ 187.50
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<br />:20 Commercial Fertilizer Analysis 20-5-10 0.15 Ton. $ 150.00 J ,Toni $ 22.50
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<br />Total Change Order #1 $ 60,062..50 $ 23,778.50
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<br />Change Order No. 2 Estimated
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<br /> item Oescdption Quantity Contract Unit PriceI Amount IDate 1 Extension
<br /> ~emove Bituminous Pavement Sunfish Lake and
<br /> 1 Sunwood Ddve 1.LS $1,000.00 LS $ 1,000.00 1 $ 1,000.00
<br />:2 Remove Existing Pipe .- .. '160 LF $ 10.00 : L? $ 1,600.00 160 $ t,600.00
<br />3 Remove Curb and Gutter 50 LF $ 5.00 LF $ 250.00 50 $ 25E).00
<br />~ Remove Existing Catch Basin 2: EA $ 150.00 EA $ 3OO.00 2 $ 300.00
<br />5 F & I 24" PCP Crossing Sunish Lake Blvd. 88.LF $ 48.50 . LF $ 4,268.00 80 $ 3,880.00
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<br />6 F & I 24" PCP Crossing Sunwood Drive 100 LF $ 36.00 LF $ 3,600,00 100 $ 3,800.00
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<br />7 IF & I 24" FES with Trash Guard 1' EA $ 804.20 EA $ 804.20 1 $ 804.20
<br />8 IF & I 24" PCP 4:1 Safety Aprons with Grate 21 EA $ 987.00 EA $ 1,974.00 2 $ 1,974.00
<br />9 !F & I 24" PCP 6:1 Safety Aprons with Grate 1 EA $1,086.00 EA $ 1,086.00 1 $ 1,086.00
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<br />10 !F & l Catch Basin 2lEA t$ 701.20 EA $ 1,402.40 2 $ 1,402.40
<br />11 iSalvage and Install Storm Sewer Casting 21 EA $ 150.00 EA $ 300.00 $
<br />12 Install Concrete Curbe and Gutter 501LF $ 7.10 LF $ 355.00 $
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<br />13 ,Aggre, ga. te Base Class 5. 120iToh $ 13.00 Ton $ 1,560.~0 120 $ 1,560.'00
<br />14 :Type LV-4Wearing Course Mixtyure for Patching 32!Ton $ 132.00 ~ Ton $ 4,224.00 $
<br />15 Saw Bit Pavement .8521LF i $ 3.00 LF $ (1,956.00) $
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<br />16 'Remove 8itumionus Pavement -8835 SF $ 0.15 SF $ (1,025.25) $
<br />17 :Agreegate Base -420 Ton $ 9.40 Ton $ (3,948.00) $
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<br />18 Type LV2 None-Wearing Course Mixture -170iToh $ 28.60 Ton $ (4,862.00) $
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<br />19 Mill Ex Bituminous Wear Course -360 SY $ 4.05 SY $ (1,458.00) $
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<br />20' Type LV-4Wearing Course -951Ton $ "31.40 Ton $ (2,983.00) $
<br />~1 Bituminous Tack Coat -801Gal ,$ i.30. . Gal $ (78.00)
<br />22 ,pavement Stdping -~0001LF $ 0.30 LF $ (300.00) $
<br /> -2tEA $ 150.00 EA $ (300.00)
<br />24'23 TurfPavementRestorationArr°w . .7501SY $ 3.00 SY '$ (2,250.00) $
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<br />Total Change Order #2 $ 3,563.35 $ 17,456.60
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<br />Change Order Ne. tl EStimated
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<br /> item Description Or'antity Contract Unit Price Amount Dat~ Extension
<br />
<br /> 1 IConnect to Existing PCP Storm Sewer l lL. F $1,500.00 LF $ 1,500.0~3 1 $ 1,500.00
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<br />2 24" RC Pipe Sewer Des. 3006 CL3 152'FT $ 30.50 FT $ 4,636.00 192 $ 5,856.00
<br /> 1 EA $ 509.20 EA $ 509;20 1 $ 509.20
<br />3 24" RC Pipe Apron ......
<br />4 Trash Guard for 24" Pipe Apron 1 EA $ 295.00 EA$ 295.00 11 $ 295.00
<br />5 Random RiprapClass3 i'51;Y' ' ,' 61:50' Cy '$ 924.00 ;; $ 924.00
<br />6 Oeotextile Fabric Type IV i. 201SY [ $' 1.90! . SY '~ 38.0.0I $ 38.00
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<br />Total Change Order #3
<br />
<br /> sh~red doc.Cmunic~p al/ararnse y/'~ 15§/BidPropo s alForm,xls
<br /> Shoal; Pay Ese,mate 5
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<br />$ 7,902.20 $ 9,122.20
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<br />5 -133-
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