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HomeMy WebLinkAboutResolution 128-1994 � . RESOLUTIOH NO. 128-94 RESOLUTION AUTHORIZIHG F'IHAL CHAHGE ORDER (CCO�kl FINAL) FOR STREET IMPROVEMEHT PROJECT N0. 94-05STI RAINBOW PARKWAY (BOWES CONSTRUCTION) BE IT RESOLVED by the City Commission that the folloring change order be allowed for the Street Improvement Project 94-05STI. Construction Chanae Order Humber 1 Final) Ad�uat estimated quantities to "as built" qusntities for a total decrease of 85, 290. 21 Passed and approved this 13th dey� December, 1994. � R ��u�,�,� Mayor ��.�iti o�:V��e9R,��'ib,.,�� '� � . , �� ,_� � iaer � -� � � - - : , CHANGE ORDER (Instructions on reverse side) No• � .. PROJECT .......94-05STI,,,,,,, DATE OF ISSUANCE ....7.2.,1.05/.94.:........... EFFECT'IVE DATE ...12/05�9�4.....................•••• OWNER .....C.i�.y...o.f..B=aokings................................................................................ OWNER's Contract No. .................................... CONTRACTOR ..Ho�ves..C,�onstxu�ti.au ENGINEER ..Ci.ty..�ngineex......................... You are directed to make the following changes in the Contract Documents. Description: Decrease of $5,290.21 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: $ 19 9 .7 2 7.8 7 Ready for final paymen[: days or dates Ne[changes from previous Change Orders No._to No._ Net change from previous Change Orders No._to No._ $ 0.00 . days Contract Price prior to this Change Order Contract Times prior to this Change Order Substantial Compledon: g 19 9,7 2 7.8 7 Ready for final payment: days or dat« Net�bdecrease)of this Change Order Net Increase(decrease)of this Change Order g 5,290.21 a�Y: Contract Price with all approved Change Orders Contract Times with all approved Change Orders Substantial Completion: $ 19 4,4 3 7 6 6 Ready for final payment: days or dxlu RECO NDED: APPR ED: ACCEP'TED: � . r� / By. gy. sy; 7✓ /Q/l i� E9 er�r�uthoriz� 'nx ) r I:�uthonzed Signamrcl Contraeta IAuthaized SignWuro) Date: I� �/� J Date: /02—�J�— 9`� 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. ^ � � - , 99-OSSTI STREET IMPROYEKENT PROJECT CHAt16E ORDER RAINBOW PhRKWAY BOkES CONST 11/28/99 FIAIIL TOT1lL CH11N6E ITEM WORK OR M1ITERIAb UNITS PI.IIK UNIT PLAN INST1lbLED FINIIb ORDER N0. QUIINTITY PRICE COST QUIINTITY COST COST ------------------------------------------------------------------------------------------------------------------- RAINBOK PARKWIIY STREET/WIlTERK]1IK 1. UNCbASSIFIED EXCAYATION CU,YD. 1960 2.00 3420.00 1960.00 3920.00 .00 2. INSTAbL 30' CURB 6 GUTTER bt1.F1'. 1270 �1,90 15113.00 1261.00 15005.90 -107.10 3. NAUb & PLACE IISPHllI,T MATERIIII. CU.YD. 1060 2.20 2332,00 1060.00 2332.00 .00 9. CRUSNED GR]IVEL BASE COURSE TON 16b0 6,00 9960.00 2369.10 19184.60 9229.60 5. 11SPH11LT BASE COURSE TON 620 26,00 16120.00 620.56 ]6139.56 19.56 . 6. ASPHALT SURFACE COURSE TON 210 32.00 6720.00 295.63 7860.16 1140,16 7. ASPHALT CE1lENT TOK 55 136.00 7450.00 50.82 6911.52 -568,98 B. FQRNISH & INSTAbL 18" RCP bA.FT, 290 23,90 5616.00 290.00 5616.00 .00 9. F 6 I 18" RCP FbARED END EACN 2 986,00 972.00 2.00 972.00 .00 10. FURNISH 6 INSTALL 29' RCP LN.FT. 660 30.00 19800.00 660.00 19800.00 .00 11. F 6 I 29" RCP FLARED END EIICH l 579.00 579,00 1.00 579,00 .00 12. INSTAI,L SIOUX FALLS TYPE INbET EIICH 5 1730.00 8650.00 5.00 8650.00 .00 13. FURNISH d INSTALL 92" RCP bN.FT. 200 69.20 12890.00 200,00 12840.00 .00 19, F & I 92" RCP FI.ARED ENQ EACH 9 708,00 2A32.00 9.00 2832,00 .00 15. RENOYE/SAL9AGE CNIlIH LINK FENCE I,U!!P SU!! 1 120.00 120.00 1.00 120.00 .00 16. MISCEbLANEOUS CONDITIONS LUKP SUlI 1 5530.d0 5530.00 1.00 5530.00 .00 17. DEWATERIN6 LUMP SUM 1 3180.00 3180.00 1.00 3180.60 .00 18. BORIN6 16" bN.FT. 54 100.70 5937.80 59.00 5937.B0 .00 19. 1 1/2" ROCK (SUB6RJ�DE BEDQIN61 TON 160 11.95 1832.00 0.00 .00 -1832.00 20. BEDDING FOR Y]ITER MAIN (PEAROCK) TOl1 370 6.80 2516.00 559.55 3804.99 1288.94 21. CRUSHED 6RAVEL T011 3600 6,00 21600.00 2161.69 12970.19 -8629.86 22. ASPHAI,T REPbACEI�ENT TON 370 32,00 11890.00 0.00 .00 -11890.00 23. 8" CONCRETE SLAB REPLACEMENT SQ,YD. 96.3 38.90 1801.07 46.60 1812.79 11.67 29. SEEDING LUMP SllK 1 1150.00 115U.00 0.00 .00 -1150.00 25. 8" C900 PVC WATER NlIIA bN,FT. 1602 13.80 22107.60 1691.00 23335,80 1228.20 26. 6" C900 PVC YATER MAIN 1,N,F1'. 112 11.70 1310.90 55.00 693.50 -666.90 27. REMOVE 90 DEGREE BEAD EIICH 1 53.00 53,00 1.00 53.00 .00 28. S'g8"%B" TEE E11CH 3 290.00 720.00 3,00 720.00 .00 29. B"XS"X6° TEE E11CH 2 230.00 960.00 2.00 960.00 .00 30. S" 90 DEGREE BENQ EACH 1 204.00 209.00 1.00 209,00 .00 31. 8" SbEEVE E11CH 2 900.00 800.00 2.00 800.00 .00 32. 22 1/2 DEGREE BEND E]lCH 2 200.00 400.00 9.00 800.00 900.00 33. JOINT RESTRAINT EIICH 1 295.00 295,00 8,00 1960.00 1715.00 39. 8"X8" CROSS E11CH 1 292.00 292.00 1.00 292.00 .00 35. 8" PLUG 6 THRUST BLOCK EIICH 3 191.00 573.00 3,00 573.00 .00 36. 6" PLUG 6 THRUST BLOCK EACH 1 190.00 190.00 .00 .00 -190.00 37. 8"X6" REDUCER EIICH 1 176.00 176.00 1.00 176.00 .00 38. 8' VALVE fCITY FURNISHEDI EIICH 6 150.00 900.00 7.00 1050.00 150.00 39. 6" VALVE (CITY FURNISHED) E11CH 3 138,00 419.00 2.00 276.00 -138.00 40. HYDRANT (CITY FURNISNED) E1lCH 2 371.00 792.00 2.00 792.00 .00 91. RAIlROAD PR6TECTIVE INSURIINCE LUKP SUK 1 2250.00 2250,00 1.00 2250.00 .00 ------------ ------------------------ TOTAL 5199,727.87 5189,828.66 -19899.21 EXTRA ITEMS: 12" BORING FQR ELEC DEPT I,t1.FT. 0 98.50 .00 60.00 2910.00 2910.00 21" RCP SdNITAAY SEWER LUMP 0.00 5300.00 .00 1.00 5300.00 5300.00 INSULATE �lITER MAIN I,N.FT, 0.00 7.00 0.00 3Z.00 229,00 224.00 RE-INSTALb 2-29° RCP Fb11RED ENDS LUMP 0.00 1175.00 0,00 1.00 1175.00 1175.00 ________________________ PROJECT TOTAL E199,937.66 -5290.21