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HomeMy WebLinkAboutResolution 76-1999 RESOLUTION NO. 76-99 RESOLUTION AUTHORIZING FINAL CHANGE ORDER(CCO#1 FINAL)FOR STREET IlVIPROVEMENT PROJECT 98-04STI PH0014(00)422 (BOWES CONSTRUCTION) BE IT RESOLVED by the City Commission that the following change order be allowed for Street Improvement Project 98-04STI. Construction Change Order Number 1 Final Adjust estimated quantities as"as build" for a total decrease of$29,593.87. Passed and approved this 23rd day of August, 1999. � ����r,: .- .. �, a��,,,,...��w_. . Mayor y�AT�: i�6 �d� ��� -�.., . � ,_._ � ., � ra��• : — � — o •. . „ \,� - __�_.___.� _ ti Finance Officer — � ___- 98-04STI PH 0014(00)422 32ND AVE,LEFEVRE DR FINAL CHANGE ORDER: August 9,1999 BOWES CONSTRUCTION , BOWES FINAL TOTAL CHANGE ITEM WORK OR MATERIAL UNITS PLAN UNIT PLAN INSTALLED FINAL ORDER NO. QUANTITY PRICE COST QUANTITY COST COST 1. MOBILIZATION L.S. 1.00 22100.00 22100.00 1.00 22100.00 0.00 2. REMOVE CONCRETE APPROACH PAVEMENT SQ.YD. 70.00 5.00 350.00 70.00 350.00 0.00 3. REMOVE EXST.PAVEMENT MARKINGS L.F. 1500.00 1.00 1500.00 4845.00 4845.00 3345.00 4. REMOVE CURB&GUTTER LIN.FT. 292.50 4.15 1213.88 219.20 909.68 -304.20 5. UNCLASSIFIED EXCAVATION CU.YD. 7870.00 � 3.60 28332.00 8121.00 29235.60 903.60 6. PLACETOPSOIL CU.YD. 392.00 5.00 1960.00 392.00 1960.00 0.00 7. INCIDENTAL WORK L.S. 1.00 8181.25 8181.25 1.00 8181.25 0.00 8. BASE COURSE � TON 3000.00 6.50 19500.00 136.54 887.51 -18612.49 9. 85-100 PEN.ASPHAIT CEMENT TON 100.00 168.00 16800.00 67.55 11348.40 -5451.60 10. ASPHALT CONCRETE CLASS E TYPE 1 TON 900.00 16.70 15030.00 604.30 10091.81 -4938.19 11. ASPHALT CONCRETE CLASS G TYPE 1 TON 550.00 20.00 11000.00 564.37 11287.40 287.40 12. ASPHALT/TACK SS-1 H OR CSS-1 H TON 1.24 168.00 208.32 1.44 241.92 33.60 13. INSTALL 8'P.C.C.PAVEMENT NON-REINFORCED SQ.YD. 1260.00 31.24 39362.40 1264.00 39487.36 124.96 14. DOWEL BAR ASSEMBLY L.F. 194.00 5.51 1068.94 211.00 1162.61 93.67 15. CONCFiETE FILLET SECTION-8" SQ.YD. 98.60 44.26 4364.04 99.30 4395.02 30.98 16. CONCRETE APPROACH PAVEMENT-6' S�.YD. 141.50 32.81 4642.62 146.00 4790.26 147.65 17. INSTALL STEEL BAR IN CONCRETE PAVEMENT EACH 450.00 5.67 2551.50 364.00 2063.88 -487.62 18. 18'RCP CLASS II-FURNISH&INSTALL L.F 260.00 38.57 10028.20 168.00 6479.76 -3548.44 19. 36"RCP CLASS 11 -FURNISH&INSTALL L.F. 130.00 80.71 10492.30 128.00 10330.88 -167.42 20. 36'RCP FLARED END-FURNISH 8 INSTALL EACH 4.00 906.08 3624.32 4.00 3624.32 0.00 21. 18"RCP SAFETY END WO BARS-FURN.&INST. EACH 2.00 572.29 1144.58 4.00 2289.16 1144.58 22. COLD PLASTIC PAVEMENT MARKING-4' L.F. 5220.00 2.55 13311.00 2570.00 6553.50 -6757.50 23. COLD PLASTIC PAVEMENT MARKING-24' L.F. 220.00 12.24 2692.80 143.00 1750.32 -942.48 24. COLD PLASTIC PAVMENT MARKING ARROW EACH 4.00 306.00 1224.00 4.00 1224.00 0.00 25. COLD PLASTIC PAVMENT MARKING MESSAGE WORD 2.00 306.00 612.00 2.00 612.00 0.00 26. GROOVE PAVEMENT FOR PAVEMENT MARKINGS-4 LIN.FT. 4450.00 0.82 3649.00 1857.00 1522.74 -2126.26 27. GROOVE PVMT FOR PAVEMENT MARKINGS-24" LIN.FT. 15.00 51.00 765.00 63.00 3213.00 2448.00 28. GROOVE PVMT FOR PAVEMENT MARKING ARROW EACH 4.00 306.00 1224.00 4.00 1224.00 0.00 29. GROOVE PVMT FOR PAVEMENT MARKING MESSAG WORD 2.00 331.50 663.00 2.00 663.00 0.00 30. TRAFFIC CONTROL UNIT 972.00 2.00 1944.00 972.00 1944.00 0.00 31. TRAFFIC CONTROL-MISCELLANEOUS L.S. 1.00 1224.00 1224.00 1.00 1224.00 0.00 32. FLAGGING HOUR 60.00 12.08 724.80 0.00 0.00 -724.80 33. TYPE C ADVANCE WARNING ARROW PANEL EACH 7.00 612.00 612.00 0.00 0.00 -612.00 34. FOOTING-2 FT.DIAMETER L.F. 63.00 92.40 5821.20 63.00 5821.20 0.00 35. RESET POLE ON BREAKAWAY BASE EACH 1.00 3843.00 3843.00 1.00 3843.00 0.00 36. 4'RIGID CONDUIT SCH 80 L.F. 350.00 9.71 3398.50 310.00 3010.10 -388.40 37. 1/C#2 AWG ALUMINUM DIRECT BURIAL L.F. 6500.00 0.99 6435.00 6810.00 6741.90 306.90 38. 50 FT. POLE BREAKAWAY BASE 1-8 FT.ARM EACH 6.00 1942.50 11655.00 6.00 11655.00 0.00 39. ROADWAY LUMINAIRE-400W WITH PE EACH 8.00 341.25 2730.00 8.00 2730.00 0.00 40. CONCRETE VALLEY GUTTER-8"THICK SQ.YD. 40.00 50.87 2034.80 32.80 1668.54 -366.26 41. CONCRETE DRIVEWAY GUTTER L.F. 250.00 10.71 2677.50 283.80 3039.50 362.00 42. CONCRETE CURB&GUTTER 30' L.F. 1234.00 9.66 17920.44 1320.90 12759.89 839.45 43. DROP INLET TYPE C EACH 1.00 1260.00 1260.00 1.00 1260.00 0.00 44. MANHOLE FRAME 8 LID TYPE A7 EACH 1.00 304.50 304.50 1.00 304.50 0.00 45. ADJUST DROP INLET EACH 1.00 787.50 787.50 1.00 787.50 0.00 46. DROP INLET SIOUX FALLS TYPE-5 FOOT EACH 2.00 1890.00 3780.00 2.00 3780.00 0.00 SUBTOTAL: $288,747.38 $253,393.51 -35353.87 EXTRA ITEM: PLACE SALVAGED ASP.MATERIAL CU.YD. 0.00 4.00 0.00 1440.00 5760.00 5760.00 $288,747.38 $259,153.51 -$29.593.87 TOTAL 4 • � CHANGE ORDER (Instructions on reverse side) No. 1 PROJECT ..98-04STI,....,PH0014 (00),422 .... ........ ........... . .. DATE OF ISSUANCE .$�17I.99.................. EFFECTIVE DATE .....8�17/99,._.,...,...,...,..,,.,,., , OWNER ...City,.of..B�Qo���g�................................................................................. OWNER's Contract No. .................................... CONTRACTOR ..�Qw�.s..�o�.s��u�t�.o.n ENGINEER .......Ci.ty,Engine�r,,,,,,,,,,,,,,,,,,,, You are directed to make the following changes in the Contract Documents. Description: Decrease of $29,593.87 to Final Out The Project Reason for Change Order: Adjust estimated quantities to As—Built Quantities Attachments: (List documents supporting change) � CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times Substantial Completion: OCtOber 15, 19 9 8 $ 2 8 8�7 4 7.3 8 Ready for final payment: days or dales Net changes from previous Change Orders No.�to No.�_ Net change from previous Chaq6e Orders No.�to No.1 $ 0.00 0 days Contract Price prior to this Change Order Contract Times prior to this Change Order SubstantialCompletion: OCtObeZ' 15, 1998 g 2 8 8 7 4 7.3 8 Ready for final payment: days or d•rtcs Net�t�ea�(decrease)of this Change Order Net Increase�of this Change Order $ 29,593.87 21 wor ing days Contract Price with all approved Change Orders Contract Times with all approved Change Orders Substantial Completion: June 10�, 1 9�� _ $ 2 5 9�15 3.51 Ready for final payment: JIIIle 10 19 9 9 days or d•rles RECOMMENDED: APPR VED: ACCEPT l � By: Y: `-� , , . _ B — By: Engincer lAuthorized Signr�ure) � ner(Auth zed ignaturcl Contr�ctor( th 'ed Signawre) Date: � /���� Date: (J �/�_�� Date:�� EJCDC No. 1910-8-B (1990 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America. �