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PAY ESTIMATE #7 <br /> CITY OF RAMSEY <br /> SUNWOOD DRIVE NW <br />UTILITY AND STREET IMPROVEMENTS <br />IMPROVEMENT PROJECT NO. 99-52 <br /> <br /> Estimated Contract Used to <br /> Item Description Quantity Contract Unit Price Amount Date Extension <br /> <br />16 4" Solid Line Y'ellow Epoxy 12000 LF $ 0.30 LF $ 3,600.00 $ <br />17 ~avement Marking Removal - Permanent -480 LF $ 2.00 LF $ (960.00) $ <br />18 Seed Mixture 60B 60 Lbs $ 3.00 "Lbs $ 180.00 60 $ 180.00 <br />19 Mulch Material Type I 1.5 Ton $ 125.00 Ton $ 187,50 1.5 $ 187.50 <br />20 ICommercial Fertilizer Analysis 20-5-10 0.15 Ton $ 150.00 Ton $ 22150 0.15 $ 22.50 <br /> <br />Total Change Order #1 $ 60,062.50 $ 55,136.80 <br />Change Order No. 2 Estimated <br /> <br /> item Description Quantity Contract Unit Price' Amount Date Extension <br /> Remove Bituminous Pavement Sunfish Lake and <br />1 Sunwood Drive 1 LS $11000.00 LS $ 1,000.00 1 $ 1,000.00 <br />2 Remove Existing Pipe 160 LF $ 10.00 LFJ $ 1,600.00 1'60 $ 1,600.00 <br />3 Remove Curb and Gutter 50 LF $ 5.00 LF $ 250.00 50 $ 250.00 <br /> <br />4 Remove Existing Catch Basin 2~EA $ 150.00 EA $ 300.00 2 $ 300.00 <br />~ F & I 24" RCP Crossing Sunish Lake Blvd. 881 LF $ 48.50 LF $ 4,268.00 80 $ 3,880.00 <br />6 F & I 24" RCP Crossing Sunwood Drive '100 LF $ 36.00 LF $ 3,600.00 100 $ 3,600.00 <br />7 F & I 24" FES with Trash Guard 1 EA $ 804.20 EA $ 804.20 1 $ 804.20 <br />8 F & I 24" RCP 4:1 Safety Aprons with Grate 2 EA $ 987.00 EA $ 1,974.00 2 $ 1,974.00 <br />9 F & I 24" RCP 6:1 Safety Aprons with Grate I EA $1,086.00 EA $ 1,086.00 1 $ 1,086.00 <br />i0 F & I Catch Basin 2 EA $ 701.20 EA $ 1,402.40 ' 2 $ 1,402.40 <br />11 Salvage and Install Storm.Sewer Casting 2 EA $ 150.00 EA $ 300.00 2 $ 300.00 <br />12 Install Concrete Curbe and Gutter 50 LF $ 7.10 LF $ 355.00 50 $ .355.00 <br />13 Aggregate Base Class 5 120 Ton $ 13.00 Ton $ 1,560.00 120 $ 1,560.00 <br />14 Type LV-4 Wearing Course Mixtyure for Patching 32 Ton $ 132.00 Ton $ 4,224.00 22.64 $ 2,988.48 <br />15 Saw Bit Pavement -652 L.F $ '3.00 LF $ (1,956.00) $ <br /> <br />16 Remove Bitumionus Pavement ~6835 SF $ 0.15- SF $ (1,025.25) $ <br />i7 Agreegate Base -420!T0n $ 9.40 Ton $ (3,948.00) " $ " <br />18 Type LV2 None°Wearing Course Mixture -170 Ton $ 28.60 Ton $ (4,862.00) $ <br />19 Mill Ex Bituminous Wear Course -360 SY $ 4.05 SY $ (1,458.00) $ <br />20 Type LV-4 Wearing Course -95 Ton $ 31.40 Ton $ (2,983.00) $ <br />~i Bituminous Tack Coat -60!Gal $ i.30 Gal $ (78.00) $ <br />22 Pavement Striping -1000 LF $ 0.30 LP $ (300.00) $ <br />23 Pavement Arrow -2 EA $ 150.00 EA $ (300.00) $ - <br /> <br />24 Turf Restoration '7501SY I $ 3.00 SY $ (2,250.0.0. $ <br /> <br />Total Change Order #2 $ 3,$63.35 $ 21,100,08 <br /> <br />Change Order No. 3 Estimated <br /> <br /> item Description 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 :~4" RC Pipe Sewer Des. 3006 CL3 152 FT $ 30.50 FT $ 4,636.00 192 $ 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 $ 295.00 EA $ 295.00 1 $ 295.00 <br />5 Random Riprap Class 3 15 CY : $ 61.60 CY $ 924.00 15 $ 924.00 <br /> <br />6 Geo.t.extile FabricType IV 201SY $ 1.90 SY $ 38.00 20 $.. 38.00 <br /> <br />Total Change Order #3 $ ?,902.20 $ 9,122.20 <br /> <br />shared docslmuniclpallararnsey131501BIdPrepo."*alForm.xJs, -143- <br />Shee~: P~y, Estima[e 7 5 <br /> <br /> <br />