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HomeMy WebLinkAboutResolution 129-1994 . r RESOLUTION N0. 129-94 RESOLUTIOR AUTHORIZING FIHAL CHANGE ORDER (CCO#1 FINAL) FOR STREET IMPROVEMEHT PROJECT HO. 94-02STA (BOWES CONSTRUCTIOH) BE IT RESOLVED by the City Commission that the follovring change order be allowed for the Street Improvement Project 94-02STA. Construction Chanae Order Number 1 Final) Ad�ust estimated quantities to °as built" quantities for s total increase of 531, 555. 92. Passed and approved this 13th day of December, 1994. /"/' r �% ,� �gROp�� Mayor � �:�� �'�T�c�+ ;� P�AR.9 � � F' �i'n���t� ficer . � .� CHANGE ORDER (Instructions on reverse side) No. � PROJECT ..9 4,,-0 2 STA,,,S�H�pU�,�.�.,� B DATE OF ISSUANCE ....�.�./.7/.9.�..:........... EFFECTIVE DATE .......12,/..7.19.4........................ OWNER .....�,it�Z..o.f..Br.00king�................................................................................ OWNER's Contract No. .................................... CONTRACTOR ..8o��s..CAnstsu�ti.on � ENGINEER ....Cit.y..Engineex........................ You are directed to make the following changes in the Contract Documents. Description: Increase of $31 ,555_92 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: *, 1 7�� 7 7 7 �n _ Ready for final payment: days or daza Net changes from previous Change Orders No._to No._ Net change from previous Change Orders No._to No._ $ 0 00 a�� Contract Price prior to this Change Order Contract Times prior ro this Change Order Substantial Completion: $ 1 7 3,2 2 2 3 0 Ready for final payment: days ur data Net[ncrease�e)of this Change Order Net Increase(decrease)of this Change Order g 31 555 92 a.Ys Contract Price with all approved Change Orders Contract Times with all approved Change Orders Substantial Completion: $ 2 0 4,7 7 8 2 2 Ready for final payment: days or data ACCEPTED• RECODQ�ENDED: ^ APPROyED: � 7 =� h/ � C. , �. � } i /� � '' By, , By. �r gy; � � . . E ' er(Authonze igiww O r 1.>uthonzed i •turcl C ntracia(Authoriz Signazurc)� Date: �a—I �'— 7 7 Date: ��—I S 7 � Date: /i�� ' �� �T— EJCDC No. 1910-8-B (1990 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated Gener�l Contractors of America. . _ - �r 99-02ST11 STREET 11SSESSMENT PROJECT FIHiL CN1lM6E ORDER 11/28/99 BOKES CONSTRUCTION FINAL CHIlN6E ITEI! KOAI{ OR K]ITERIAL UAITS PLA�f BID PLAN IASTALLED FIN11L ORDER N0. QUI�ITITY PRICE COST QUIINTITY COST COST --------------------------------------------------------------------------------------------------------------------- SCHEDULE A: H11�UIOND 11YE 6 IILLEY 1, REMOVE P,C.C, 11PPROACH 6 KIILK SQ.FT. 970 1,23 578.10 997.50 550.43 -27.68 ;�2.�_; INSTALL 6" P,C,C, APPROACH d WALK S�,FT. 970 2.57 1207.90 529,00 1396.68 138.78 3. UNCL�SSIFIED EgC1lDATION CU,YD. 1990 9,20 6098.00 1490.00 6098.00 .00 9. IBSTALL CURB d GU7'TER LN,FT. 1200 11,75 19100,00 1169.20 13738.10 -361.90 5. INSTAbb S" P.C.C. VIILLEY & FILLET SQ.FT. 260 3.98 909.80 396.33 1205.23 300.93 6. CRUSNED GRAVEL B1lSE COURSE TON 1000 6.00 6000.00 1165.52 6993.12 993.12 7. ]ISPHALT BASE COURSE TON 290 22,00 5280.00 333.82 7399.09 2069.09 8. ASPH11bT SURFhCE COURSE TON 240 24,00 5760.00 283.61 6806.64 1096.69 9. IISPHALT CEIlENT TON 32 136.00 4352.00 37,54 5105.99 753.99 10. FURNISH � INSTAbL 29' RCP bH.FT. 150 39,00 5100.00 150.00 5100.00 .00 11. iNST�LL SIOUX FALLS TYPE IN1,ET EIICH 1 1500.00 1500.00 1.00 1500.00 ,00 12. SAW CONCRETE bIN.FT. 50 9.30 215.00 0,00 .00 -215.00 ]3. ADJllST M�NHQLE EACH 2 185.00 370.00 2,00 370.00 .00 19. ADJUST WATER YIILVE EACH 1 120.00 120.00 1.00 120.00 .00 EXTRA; ALI,EY APPROACH REKOVAL SQ.FT. 0.00 1.00 .00 340.00 390.00 390.00 ------------- --------------------------- T6TAL SCHEDULE A: 551,535.80 t56,5b7.67 t5,031.87 SCHEDULE B: FRONT ST/5TH AVE 6 JEFFERSON A 1. t�E!lOVE ASPHALT P]IVMENT SQ.YD. 3360 9.50 15120.00 3789.60 17030.70 1910.70 2. REKOYE EXST. ST6R!! SEwER INbETS EACN 3 535.00 1605.00 3.00 1605.00 .00 3. REMOVE CURB 6 6UTTER LN.F1', 1905 9.92 6912.60 1473.30 7298.64 336.09 9. REK6VE YAI,I,EY 6UTTER SQ.FT. 1030 1.34 1380,20 1266.00 1696.99 316.29 5. REMOYE P.C,C. IIPPRO]ICH d {iALK SQ.FT. 2810 1.23 3956,30 3222.17 3963,27 506.97 6. UNCLASSIFIED EXCl1VATI0N CU,YD. 830 9,20 3986.00 830,00 3986.00 .00 7, INSTALL CURB 6 GU1"fER bPI.FT. 1790 11.75 21032.50 1890.30 21623.53 591.02 8. INSTALL 9" P.C.C. SIDEWALK SQ,FT, 5970.00 2.20 13139.00 6959.00 15309.80 2175.80 9, INSTALL 6" P.C.C. IIPPROIICH � WALK SQ.FT. 2170 2.57 5576.90 2316,21 5952,66 375.76 10. INSTALL 8" P,C.C. YAI,LEY d FILLET SQ.FT. 950 3.98 3306.00 1559.00 5925.32 2119,32 11, CRUSHED GRIIVEI, BIlSE COURSE TON 1200 6,00 7200.00 1929.09 11579.59 9379,59 12. 11SPHAlT BASE COURSE TON 325 22,00 7150,00 971.25 10367.50 3217.50 13. ASPHALT SURFACE COURSE TON 625 29,00 15000.00 862,12 Z0690.88 5690.88 14. ASPHALT CENENT T6N 62 136.00 8432,00 81,48 11081.28 2699.28 15. FURNISH � INSTALL 12" PYC LN.FT. 90 10.50 420.00 90.00 920.00 .00 16. IASTAI,L SIOUX F11LLS TYPE INLET E]ICH 9 1500.00 6000.00 9.00 6000.00 .00 17. SAW CONCRETE LIfl.FT. 150 9.30 695.00 0.00 .00 -695.00 18. 1�DJUST MlllIHOLE EIICH 6 185.00 1110.00 5.00 925,00 -185.00 19. ADJUST WIITER VALVE EACH 6 120.00 720.00 9.00 980.00 -290.00 E%TRA ITEMS: REMOVE 18" CMP �I.FT. d.00 9.25 .00 80.00 340.00 340.00 FURNISH d INSTALi 18' PVC LN.FT. 0.00 27,25 .00 80.00 2180.00 2180.00 FURIIISH � INSTALL 18' SAFETY END EACH 0.00 350.00 .00 1.00 350.00 350.00 REMOVE EXTRA THICK P.C,C, SQ.FT. 0.00 1.00 0.00 960.00 960.00 960.00 ------------- --------------------------- TOTAL SCNEDULE B: E121,686.50 5148,210.55 t26,529,05 TOTAI SCHEDULE A + B 5173,222.30 t209,778.22 531,555.92