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Utilities 2007-08-08 Item 3D - Change Order #1 - Westfield Shoppingtown North Sewer Repair with Construct Company
INFORMATION MEMO To: Mayor Mullet From: Public Works Director Date: July 30, 2007 Subject: Westfield Shoppingtown North Sewer Repair Project No. 06 -SW04 Change Order Number 1 and Budget Shortfall attachments: Exhibits A and B ISSUE Change Order Number 1 in the amount of $120,000 brings this project over budget. BACKGROUND The Notice to Proceed for Contract No. 07 -063 with Construct Co. of Sumner, WA was issued on May 14, 2007. This project repaired the sanitary sewer line on the north side of Westfield Mall. A section of the City-owned sanitary sewer line near Macy's had settled which caused a low spot in the sewer line. The Developer's Agreement required that the City repair the sanitary sewer before the sewer could be turned back to the Mall for ownership and maintenance This 20- calendar day contract was supposed to be substantially completed on June 3, however, due to massive utility conflicts the substantial completion was not achieved until July 3, 2007. Change Order Number 1 has been negotiated at $120,000.00 to cover the resolution of considerable utility conflicts and will be paid as Force Account (time and materials). The entire week of night work between Sunday May 20 and Monday May 28 was spent potholing and analyzing the extensive concrete encased power conduits found to be placed over the existing sanitary sewer. The power conduits were found to be secondary power, which was not located by PSE. Westfield was not aware of the location and did not know they were responsible to locate the power conduits. The sanitary sewer alignment had to be re- designed away from the power conduits. See Exhibit A (as -bid design) and Exhibit B (re- design). After potholing again for utility conflicts on the re- designed alignment on May 31, work began on the new alignment on Friday night, June 1 and the manholes and pipes were successfully installed June 7. The following week was spent re- connecting the side sewers to the mall, grouting manholes and cleaning up. ANALYSIS While this change order amount is very high, the amount of re -work and extra work was extraordinary. The change order includes additional compensation for: standby time waiting for the new design (the average daily standby rate for this amount of labor and equipment was $3,000); extended bypass pumping at over $4,100, the additional asphalt patching was almost $9,000; and the seven nights of potholing averaged $8,000 for each night. The Developer's Agreement with Westfield does not require Westfield to locate utilities for the City's repair work. However, the Agreement requires that Tukwila repair the sewer in order to accept all of the water and sewer system. This turnover will eliminate several days of maintenance per year. The contract award amount was $100,559.62 plus 10% contingency for a total of $110,615.58. The budgeted amount is $150,000. The final total contract amount is expected to be around $221,000.00 and the contract will be closed out after final payment. The $71,000 budget shortfall will be taken out of the ending fund balance for the sewer fund (402.02). RECOMMENDATION Authorize the Mayor to sign Change Order No. 1 for $120,000. \tuk2 volt \PUBWORKS\PROJECTS1A- SW Projects \061wO4 Westfield North Sewer Repaa\Jnfo Memo Westfield Change Order 1 Budget Overruadoc I+ c w G m ENTRANCE TO MAGY'S 23 NORM, RANGE 26 1-QWNSHIP OR MARH1 X10 C SEC-\O 1 A KING 6,oU�1 o� CM of EXISTING FORCE MAIN FROM PUMP STATION EXISTING MN 0 PUMP DISCHARGE P OINT TO M1-10 97 RIM =9 EXISTING B NvERT. UGPM T� PAsS ITHE 4 T iNG PROP TPUT IS 400 OU pL G MH AND P pBMEN coRE D G MH TO HOLE FOR 1�0EMAIN IN PLACE PI CORE DRILL MAN UM T THE EI LINE REPLA N SEWER PS 0 b 0 m 0 s Q C) X, FIRE VAULT EXTRUDED CONCRETE CURB O BUILDING VENT O ''ti° �j BUILDING VENT IN LINE EXISTING SIDE SEWER EXISTUJG 10 STORM ORA 10" PVC 0 I. PROPOSED 245�LF 12 p 'CLOCK s$D O 10 LINED COQ OT EXI SEWER CU RB LINE KISTING SIDE PROVIDE WYES 05 N 5 12 O'CLOCK SHAD 4,NE. MATCH ON_ TO THE FOOD COURT. SNcaeWER O _..��c t0 MALLAND_._ JOHNNIE ROCKETS RESTAURAs City of Tukwila OF TUKWILA STD. STD `DETAIL DS -14B NOIII 10" DIA. SDR INSTALLATION SALL BE INSTALLED PER P CITY OF TU WINAGE DURING 1. LL OR SOR S UMPG O OR HIS OR G THE LE •A EGNEER F ARKINGS DISTRU EECTL A pR &NMNNUS RUSO THE MA. TOR F `5/ D URII 15 HURS IGGG O CH SHALL BE BACK TED AND PINNED CORE DRILLING PL. 7 THE TREN SPHALT OF SEWER LINE. LIKING THE 1 ALL NTR C T SHALL COLD M X A PM TO 6:00 AM T10N WN OF THEIR PUMPS D plp N pH PATCHED 10:00 SHUTDOW LIMPING OF CONSTRUC ER FOR THE LINE. THE BYPASS P g HOURS SHALL PROVIDE SURVEY MALL OWN 10. CONTRACTOR SHALL COORDINA OR THIS APPROVAL 11. CONTRACTOR R SU6MIT TO THE ENGINEER F 12. CONTRACTOR SHALL M 100 &4 9 EXISTING {1H 99 0 1 SA RIM= 11 NV/ GU LINER RU ^TION. 1E= 90.71 hHOLS tNST PROVIDE 4S" CAA. TtPE FOUNDATION MATERIPL AND DURING HOURS OF NGht u T C OF CLCTO FO S Vca 70 THE MALL THE� CONTRACTOR. DhAli.1T9J I SEWER uEr pNTRAC ORIC S4 G A1 B0' r∎ RIM=100.�H IN� 1pEpIPE cO 6 M ANHOLE F L MH EXIST �pRE DR ()BUILDING VENT as M.DLdE Y 8' g SAWITP SEWER .4. �R EXISTIN� lOa ING MH TO REMAIN IN ME TS EN SEWER LINE REPLAC INTERCEPTOR FOR JOHNNIE ROCKETS EXISTING GREASE MANAGER MALL oWNERI MR. ANDREW WES FIELD MALL 0 GENERAL M WA ;g18S PH 205 UT CSN3TER TUB' 633SOUTHC FOR CALL 46 HOURS G -80O-' SEFORE -.55 m I SHOPPIN OF 1 ti C� D I �BT F'E'f15K�N:. "�131!Q7 �°Nm CUSICK a aQetov- M' EXISTING FORCE EXISTING MIA 1FOM PUMP ST pISCHARGE POINT PU M M 1 9 74 NVER REXtSTIN MH TO TING REIMAOF GRO GROUT OF LINE WITH H IE4324 CORE DOLL M E RECHANNEL MAN POT HOLE WATER NG AT SEWE BOTTOM WATER TE R 1.40 1E SEWER- 92.95 DIP C4 52 _EEVE FOR LINE. P OF 18LFOF TERSLEI:VE EFOR PROVIDE VIER. CENTER SANITARY SE E ASS W 23 NDRTH RA D 6 -.0WHSI -AIP W ASH pTlCN A PORTION JUNE A, 2Q 07 C Z• ENTRANCE TO MACY'S R EMOVE CONE SECTION FILL BARREL WITH COF I 6 CURB LINE NGE 4 2 N OF SEGTIG�I 2 KING CNN- R NOTES OF VOILA, EE DR�GINA�- FO GIB REVISED DRAWING S REVI burled power 258 LF 10" PVC@ 1.17% 36' SEWER IE. 91.50± EXISTING 3 B 37.1 RIM94.34 IEE1 EX. 12" STORM burle power 60 LE 1 ABO TRN p OSE°ER ROSSING SEi 0 BUILDING VENT SE;:;; R IE= 90.02." /EX- FIRE VAULT EX. TRUDED CONCRETE CURB EX. 1 WATER --1` L) iY ()BUILDING VENT �ING SID SEWER STORM DRAIN LINE' burled OW EXISTING 1� r XISI ;.::::SLOE S E .);r:�' "c "::SEWER LINE @,12 O'CLOCK EXISTING 8" CURB X1STING SIDE SEWER 12 O'CLOCK OURT. A LL AND F0 es 00 C Tg RE NORTH ENTRANCE TO M JOHNNIE ROCKS pftovloe 6" CLEANUSTIN SEWER SIDE SEWER TRELAY EMOVE SAG IN SEWERLI COUPLING TO EXISTING PIPE PIPE BEDDING USER IDEWY EFROMSIIDE SS W aGSI OESEW ER AL 3O PROVIDE E TO MATCH EX CLASS B FOUNDATION MATERIA 6 ADJUST CUT SEWER GSEWER OF WEST OUT TO TH T WITH GEO FABRIC PLUG WITH GROUT MATERIA CUT EXISTING SEWER AND PL EXIST1g 89 B 37 -2 REN1 12 92.83 IES15" 91.75 48" DIA00A0t 97-8 IE' 902 EXISTING 97ISTFOR'IO�Pt E CO RO DD MA ANHOLE CORE GRILL RIM. 100.0 97 EXISTINGIN 1E. 89.96 MATCH 0 BUILDING VENT 10" STS RAIN LINE EXISTING 8" SANITARY SEWER EXISTING Mli TO MAIN IN ENO SEWER LIN REPLACE ENTE JOHNNIE. ROCKETS OURS OR FOR GALL 4B H DIG PH GREASE CALL 46 RS EXISTNG MALL OWNER: OCCHI MAN 1,x00 MR 08248 -M0 CtARRN 633 SOUTHCENTER TUKWIL WA 981 1 1 0 633 SOUTH I�RY SE.� F G CAN SOPPING 'TOWN 1 OF 1 g 4 I „E 1, 2007 wiser: �gT REVISION: M. CUSIC STAURA City ©f Tukwi APPROVAL t ICI EXISTING 5 B 38 RE W 12" 92.2 f 1E N q5" 92.27