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Honorable Chairman ar~ Board Membe[s <br />ICity of Rams~_.y <br /> 15153 Nowthen Boulevard N.W. <br /> Ramsey, Minnesota 55303 <br /> <br />PAY EST]MATE NO. 5 <br /> <br />River's Bend - Trunk San. Sew. & Lateral San. Sew. & Watermain <br />Contractor: Arcon Construction Company, Inc. <br />Bid Amount: $921,813.25 <br />Award Date: September 26, 1984 <br />Completion Date: May 10, 1985 <br />Percent Co~npleted: 99% <br /> <br />Dear Board Members: <br /> <br />May 16, 1985 <br /> <br />iThe following work has been completed on the above referenced project by Arcon Constructio~ <br />Company, Inc. <br /> <br />! <br />! <br /> <br />SCHEDULE "A" - TRUNK SANITARY SEWER (Improvement Project 84-12) <br /> <br /> Used to <br />Item Depth Estimated Quantity Date <br /> <br />Unit Price <br /> <br />Extension <br /> <br /> i <br /> I <br /> I <br /> I <br /> I <br /> I <br />I <br />I <br />I <br />I <br /> <br />1. 30" R.C.P. Class V <br />2. 30" R.C.P. Class V <br />3. 12" PVC Pipe <br />4. 12" PVC Pipe <br />5. 12" PVC Pipe <br />6. 12" PVC Pipe <br />7. 12" PVC Pipe <br />8. 12" i~VC Pipe <br />9. 12" D.I.P. <br />10. JackiDg Under S.T.H. #47 <br />11. Standard Manhole <br />12. Special Manhole (60" Dia.) <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 /> Structure <br />17. 4" Service Connection <br /> (12" Wye) <br />18. 4" Service Pipe <br />19. Seeding <br />20. Pipe Testing <br />21. Crushed Rock for Bedding <br />22. Fertilizer <br />23. Mulch <br />24.* Double 6" Service <br /> Connection <br />25.* Single 6" Service <br /> Connection <br />26.* 4" Service Connection <br /> (30" <br />27.* 6" Service Pipe <br /> <br />20-22' 650 Linear Feet 590 LF <br />22-24' 750 Linear Feet 740 LF <br />10-12' 15 Linear Feet 0 LF <br />12-14' 105 Linear Feet 80 LF <br />14-16' 850 Linear Feet 845 IF <br />16-18' 360 Linear Feet 340 IF <br />18-20' 410 Linear Feet 303 IF <br />20-22' 530 Linear Feet 648 IF <br />14-16' 80 Linear Feet 70 IF <br />Varies 65 Linear Feet 65 LB <br /> 16 Each 16 EA <br /> 1 Each 1 EA <br /> <br />150 Linear Feet 156.5 IF <br /> 1 Lump Sum 0 LS <br /> 6 Each* 8 EA <br /> <br />40 Linear Feet* <br /> <br />85 IF <br /> <br />13 Each 13 EA <br />630 Linear Feet* 320 IF <br />8 Acres 1.3 AC <br />3815 Linear Feet 0 LF <br />1000 Ton 100 T <br />2 Ton 0.3 T <br />12 Ton 2 T <br /> <br /> 2Each 2EA <br /> 9Each 9EA <br /> <br /> 2 Each 2 EA <br />500 Linear Feet 595 IF <br /> <br /> $68.60 /LF <br /> $68.60 /LF <br /> $33.95 /LF <br /> $33.95 /~ <br /> $35.40 /[F <br /> $35.40 /LF <br /> $37.35 /IF <br /> $37.35 /LF <br /> $44.40 /LF <br /> $ii5.00 /IF <br /> $850.00 /EA <br />$1,800. O0 /FA <br /> <br /> $48.00 /IF <br />$100.00 <br />$750.00 /FA <br /> <br />$40.00 /LF <br /> <br /> SSO.00 /~a <br /> $9.20 /LF <br />$195.00 /AC <br /> $0.20 /~F <br /> $0.01 /T <br /> $325.00 /T <br /> $105.00 /T <br /> <br />$195.00 /EA <br />$175.00 /EA <br /> <br />$150.00 /EA <br /> $10.20 /LF <br /> <br />$40,474.00 <br />$50,764.00 <br />$0.00 <br />$2,716.00 <br />$29,913.00 <br />$12,036.00 <br />$11,317.05 <br />$24,202.80 <br />$3,108.00 <br />$7,475.00 <br />$13,600.00 <br />$1,800.00 <br /> <br />$7,512.0C <br /> $o.oc <br />$6,000.0C <br /> <br />$3,400.0( <br /> <br /> $650.0( <br />$ 2,944.0{ <br /> $253.5{ <br /> <br /> $1.0~ <br /> $97.51 <br /> $210.01 <br /> <br />$390.0 <br />$0.0 <br />$1,575.0 <br />$0.0 <br />$300.C <br />$6,069.C <br /> <br /> TOTAL SCHEDULE "A": <br /> <br />*Per Change Order No. 2 <br /> <br />$226,807.6 <br /> <br /> <br />