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PAY ESTIMATE ~ <br /> CITY OF RAMSEY <br /> SUNWOOD DRIVE NW <br />UTILITY AND STREET IMPROVEMENTS <br />IMPROVEMENT PROJECT NO. 99-52 <br /> <br /> P~ice I -- <br /> Estimated Contract Used to <br /> Item Description Quantity Contract Unit Amount Date Extension <br /> <br />16 ~4" Solid Line Yellow Epoxy 12000 LF $ 0.30 LF $ 3,600.00 <br />17 Pavement Marking Removal - Permanent -480, LF $ 2.00 LF $ (960.00 .l..$. - · <br />18 Seed Mixture 608 60 Lbs $ 3.00 Lbs $ 180.00 $ <br /> <br />19 Mulch Material Type [ 1.5:Ton $ 125.00 Ton $ 187.50 $ <br /> <br />20 Commercial Fertilizer Analysis 20-5-10 0'lSIT°n I $ 150.00 t Ton $ 22.50 $ <br /> <br />Total Change Order #1 $ 60,062..50 <br />Change Order No. 2 Estimated <br /> <br /> Item Description Quantity I Contract, Unit Price Amount Date i Extension <br /> i Remove Bituminous Pavement Sunfish Lake and <br /> Sunwood Orive 1LS $1,000.00 LS $ 1,000.00 11 $ 1,000.00 <br />2 Remove Existing Pipe 160 FF $. 10.00 LF $ 1,800.00 160 $ 1,600.00 <br />'~ Remove Curb and Gutter · ' 50 LF $ 5.00 LF $ 250.00 50 $ 250.00 <br />4 Remove Existing Catch Basin 2 EA $ 150.00 EA $ 300.00 2 $ 300.00 <br />5 F & I 24" RCP Crossing Sunish Lake 81vd. 88 LF $ 48.50 LF $ "4,268.00 80 $ 3,880.00 <br />6 F & I 24" RCP Crossing Sunwood Ddve 100 LF $ 36.00 LF $ 3,800.00 100 $ 3,600.00 <br />~ F & I 24" FES with Trash Guard ':: 1 EA $ 804.20 FA, $ 804.20 1; $ 804.20 <br />~ F & I 24" RCP 4:1 Safety Aprons with Grate 2 EA $ 987.00 EA $ 1,974.00 2 $ 1,974.00 <br />i~ F & I 24" RCP 6:1 Safety Aprons with Grate 1 EA $1,086.00 EA. $ 1,086.00 1 ~ $ 1,086.00 <br />~0 F & I Catch Basin 2 EA $ 701.20 EA $ 1,402.40 2: $ 1,402.40 <br />~1 Salvage and Install Storm Sewer Casting 2 EA $ 150.00 EA $ 300.00 $ <br />12 Install Concrete Curbe and Gutter 50 LF $ 7.10 LF $ 355.00 $ <br /> '13 Aggregate Base Class 5 120 Ton $ 13.00 Ton $ '1,560.00 I 1201 $ 1,560.00 <br /> <br /> 14 Type LV-4 Wearing Course Mixtyure for Patching 32 Ton $ 132.00 t Ton $ 4,224.00I <br /> 15 Saw Bit Pavement -652 LF $ 3.00J LF $ (1,956.00) <br /> ~6 Remove Bitumionus Pavement -6835 SF $ 0.15 I SF $ (1,025.25): $ <br /> 17 Agreegate Base -420 Ton $ 9.40t Ton $ (3,948.00)1 $ <br />i8 Type LV2 None-Wearing Course Mixture -170 Ton $ 28.60 Ton $ (4,862.00)1 $ <br />19 Mill Ex Bituminous Wear Course -360 SY $ 4.05 SY -$ (1,458.00) <br />:20 Type LV-4 Weadng Course -95 Ton $ 31.40 Ton $ (2,983.00)1 $ <br />21 Bituminous Tack Coat -60 Gal $ 1.30 Gal $ (78.00): $ <br />22 =avement Striping -1000 LF $ 0.30 LF $ (300.00)' $ <br /> <br /> 23 ~avementArrow -2 EA $ 150.00 EAt $ (300.00) IS <br />24 Turf Restoration -750 SY $ 3.00 SY $ (2,250.00) $ <br /> <br />Total Change Order #2 $ 3,563.3_5 $ 17,456.60 <br /> <br />Change Order No. 3 Estimated <br /> Item Oescription Quantity Contract Unit Price Amount Date Extension <br /> <br />1 Connect to Existing RCP Storm Sewer 1 LF $1,500.00 LF $ 1,500.00 1 $ 1,500.00 <br /> <br />2 24" RC Pipe Sewer Des. 3006 CL3 152 FT $ 30.50 FT $ 4,836.00 192 $ 5,856.00 <br />3 24" RC Pipe Apron 1 EA $ 509.20 EA $ 509.20 1 $ 509.20 <br />4 Trash Guard for 24" Pipe Apron 1 EA I $ 295.00 EA $ 295.00 11 $ 295.00 <br />.5 qandomRiprapC,ass3 15CY I$ 61.60 CY $ 924.00 15 , 924.00 <br /> Fabric Type IV 20 SY t $ 1.90. SYt $ 38.00 I 20 $ 38.00 <br />6 <br /> Geotextile <br /> <br />I <br /> <br />Total Change Order <br /> <br /> snared docslmunlc~pallaramseyl~l~81BidPro~osalForm.xls <br /> Sheel: Pay Esumale <br /> <br />7,902.20 $ 9,122.20 <br /> <br />-41- <br /> <br /> <br />