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PAY ESTIMATE NO. 4 <br /> <br />Honorable Chairman and Board Members <br />City of P~y <br />15153 Nowthen Boulevard N.W. <br />Ramsey, Minnesota 55303 <br /> <br />River's Bend - Trunk San. Sew. & Lateral San. Sew. & Watermain <br />Contractor: Arcon Construction Coml~ny, Inc. <br />Bid Am~nt: $846,163.75 <br />Award Date: September 26, 1984 <br />Completion Date: May 10, 1985 <br />percent Completed: 93% <br /> <br />Dear Board Members: <br /> <br />January 11, 198! <br /> <br />m <br /> <br />The following work has been cc~pleted on the above referenced project by Arcon Construction <br />Company, Inc. <br /> <br />m <br />m <br /> <br />SCHEDULE "A" - TRUNK SANITARY SEWER (Improvement Project 84-12) <br /> <br /> Used to <br />It~ Depth Estimated Quantity Date <br /> <br />Unit Price Exter~ion <br /> <br />1. 30" R.C.P. Class V 20-22' 650 Linear Feet 590 IF <br />2. 30" R~C.P. Class V 22-24' 750 Linear Feet 740 LF <br />3. 12" PVC Pipe 10-12' 15 Linear Feet 0 IF <br />4. 12" PVC Pipe 12-14' 105 Linear Feet 80 IF <br />5. 12" PVC Pipe 14-16' 850 Linear Feet 845 LF <br />6. 12" PVC Pipe 16-18' 360 Linear Feet 340 LF <br />7. 12" PVC Pipe 18-20' 410 Linear Feet 303 IF <br />8. 12" PVC Pipe ~22' 530 Linear Feet 648 IF <br />9. 12" D.I.P. 14-16' 80 Linear Feet 70 IF <br />10. Jacking Under S.T.H. ~47 Varies 65 Linear Feet 65 LF <br />11. Standard Manhole 16 Each 16 EA <br />12. Special Manhole (60' Dia.) 1 Each 1 EA <br /> <br />13. Extra Depth of Manhole <br /> (Over 10') <br />14. Connect to M.W.C.C. Sewer <br />15. Drop Structure <br />16. Riser Pipe for Drop <br /> Strt~ture <br />17. 4" Service Connection <br /> (12" wye) <br />18. 4" F~ervice Pipe <br />19. ~=edirg <br />20. Pipe Testing <br />21. Crushed ]%ock for Bedding <br />22. Fertilizer <br />23. ~lch <br />24.* Double 6" Service <br /> Oonnection <br />25.* Single 6" Service <br /> Oonnection <br />26.* 4' Service Connection <br /> (30" ~{2P) <br />27.* 6" Service pipe <br /> <br />TUbAL SCHEDULE "A": <br /> <br />*Per Change Order No. 2 <br /> <br />150 Linear Feet 156.5 IF <br /> 1 Lump ~ 0I~ <br /> 6 Each* 8 FA <br /> <br />40 Linear Feet* 85 IF <br /> <br />13 Each 13 FA <br />630 Linear Feet* 320 IF <br />8 Acres 0 AC <br />3815 Linear Feet 1143 IF <br />1000 %~ 0 T <br />2 Ton 0 T <br />12Tc~ 0T <br /> <br /> 2Each 2 FA <br /> 9Each 9FA <br /> <br /> 2Each 2 FA <br />500 Linear Feet 595 IF <br /> <br />$68.60 /LF $40,474.0 <br />$68.60 /LF $50,764.0 <br />$33.95 /LF $0.0 <br />$33.95 /LF $2,716.0 <br />$35.40 /IF $29,913.0 <br />$35.40 /LF $12,036.0 <br />$37.35 /LF $11,317.0 <br />$37.35 /LF $24,202.8 <br />$44.40 /IF $3,108.~ <br />$115.00 /LF $7,475.< <br />$850.00 /FA $13,600.C <br />$1,800.00 /FA $1,800.£ <br /> <br />$48.00 /IF $7,512.C <br />$100.00 ~ $0.£ <br />$750.00 /EA $6,000. ( <br /> <br />$40.00 /LF $3,400.( <br /> <br />$50.00/FA $65o.( <br />$9.20 /if $2,944.( <br />$195.00 /AC $0.( <br />$0.20 /LF $228.! <br />$0.0i/T $0.( <br />$325.00/T $0.( <br />$105.00/T $0.( <br /> <br />$195.00 /FA $390.( <br /> $0.( <br />$175.00/FA $1,575.t <br /> <br />$150.00 /FA <br /> $10.20 /LF $6,069.~ <br /> <br />$226,474., <br /> <br /> <br />