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Dece~r 4, 1992 PAY EST]MATE NC. 4 (Final) <br /> <br />Honorable Mayor & Counc ilme~roera <br />City of Ramsay <br />15153 Nowtnen Bird. N~ <br />Ramsay, MN 55303 <br /> <br />Re: ImDrovement Project 91-14, Street Construction <br /> Contractor: Bauer[y ~ros., inc., 4787 hwy. 23 NE, Saul Rapids, ME 56379 <br /> Did A~t: $156,017.70 <br /> Award Date: April 1~, 1992 <br /> C~[et~on Date: May 29, 1992 <br /> <br />Dear CouncilOrs: <br /> <br />The following work has ~en c~[eted to date on the above referenced project by <br />Sauer[y ~ros.~ Inc. <br /> <br />SCHEDULE "A" - STREETS (IMPROVEMENT PROJECT 91-14) <br /> Esti~ted Used Unit <br />]t~ Description Quantity ~o Date Price <br />~. 2105'.501C~on Excsvatton 200 ~Y 200 CY $~.00 /~Y <br /> <br />2. 2112.501SuDgraMe Prep. 63 <br />3. 2211.501 Class 5 Aggregate 4,350 <br />4. 2331 Bit.Wear Course (41 Mix.) 2,350 <br />5. 2531.501S-618 Conc. C&G (radii) 560 <br />6. 2531.502 Surm. Conc. Gurb & Gutter 11,940 <br />7. 2575.555 luff Establishment <br />8. Manhole Casting Adjustment <br />9. Valve Adjustment <br /> TO. Concrete Valley Gutter 24 <br /> 11. lr~angul~r Valley Gutter 12 <br /> 12. ]nstaL[ Owner-Furnished Cu[v-15" CH <br /> 1~. Bituminous Removal 100 <br /> <br />RS 63 RS $50.00 /RS <br />T 4393.1 T $5.85 /T <br />T 2627 T $18.45 /T <br />LF 560 LF $4.60 /LF <br />LF 1139~ LF $4.00 /LF <br />AC 1.75 AC $1,000.00 /AC <br />EA ~6 EA S125.00 /CA <br />EA 8 EA $75.00 /CA <br />SY 2~ SY $14.40 /SY <br />SY 12 SY $14.30 /SY <br />LS 1 LS $500.00 /LS <br />SY 100 SY $2.50 /SY <br /> <br />TOTAL SCHEDULE "A": <br /> <br />S~HEDULE "~' - H)SCELLANEOU$ DRAINAGE IMPROVEMENTS ¢]mp. Proj. 91-14): <br /> Estimated Used Unit <br />Item Description Ouantity ~o Date Price <br /> <br />Extension <br /> <br /> $i,600.00 <br /> $Z,150.00 <br /> $26,138.95 <br /> $48,468.15 <br /> $2,576.00 <br /> $45,572.00 <br /> $1,750.00 <br /> $4,500.00 <br /> $600.00 <br /> $345.60 <br /> $17~.60 <br /> $500.00 <br /> $250.00 <br /> <br />~135,622.~0 <br /> <br />Extension <br /> <br />1. 2105.501 Con,non Excavation 20D CY 220 CY $10.00 /CT <br />2. Skirter 2 EA 2 EA $6~.00 /EA <br />~. 2501 1~m' ReP 20 LF ~0 LF $~0.00 /LF <br />4. 2501 15" RCP Apron 2 EA 2 EA $500.00 /CA <br />5. 2511.501 Class I1 Random Riprap 10 CY 8 CY $15.00 /CY <br />6. Inlet Castings & Grates 18 EA 18 EA $200.00 /CA <br /> <br />TOTAL SCHEDULE <br /> <br />SCHEDULE "C" - TRAIL CONSTRUCTIOX (Imp. Proj. <br /> Estimated Used <br />]te~ Description Quantity To Date <br /> <br />Unit <br />Price <br /> <br />$2,200.00 <br />$i,264.00 <br />$6DO.DD <br />$1,000.00 <br />$120.00 <br />$~,600.00 <br /> <br />$~,7~.00 <br /> <br />Extension <br /> <br />~. 2331 Bit. Wear Course Type 4i Mix. 275 I 337.5 I <br />2. 2211 Aggregate Base 500 T ~60 T <br /> <br />TOTAL SCHEDULE <br /> <br />$21.22 /T <br />S7.75 /T <br /> <br />$7,157.51 <br />$2,790.00 <br /> <br />S9~9~7.51 <br /> <br />SUMMARY: <br />Total Schedule nan: <br />Iota[ Schedule <br />Total ScheduLe <br /> <br />TOTAL ~ORK COMPLETED TO DATE: <br /> Less Pay Estimate NC. !: <br /> Less Pay Estimate No. <br /> Less Pay Esti~:e <br /> <br />WE RECOMMEND FINAL PAYMENT OF: <br /> <br />$135,622.30 <br /> $8,784.00 <br /> S9,947.51 <br /> <br />$77,596.67 <br />$2,478.79 <br /> <br /> <br />