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Home My WebLink About10/15/2014 - STAFF REPORTS - 2.K. {o,pALM SpP iy a V N r °h°vela° FORN�P City Council Staff Report Date: October 15, 2014 CONSENT CALENDAR Subject: APPROVAL OF A NOTICE TO PROCEED FOR VEOLIA WATER WEST OPERATING SERVICES, INC., FOR THE CONSTRUCTION OF THE 2014 SEWER COLLECTION SYSTEM REPAIRS AND FOR THE CONSTRUCTION PHASE OF THE TWO SOUTHERLY TRICKLING FILTERS ARM REPLACEMENT PROJECT, CITY PROJECTS 14-10 AND 14-12, RESPECTIVELY From: David H. Ready, City Manager Initiated by: Public Works and Engineering Department SUMMARY Approval of this item will authorize Veolia Water West Operating Services, Inc., ("Veolia") to proceed with the construction of the 2014 Sewer Collection System Repairs project at various locations throughout the City of Palm Springs and proceed with the two southerly Trickling Filters Arm Replacements. RECOMMENDATION: 1. Authorize the Director of Public Works/City Engineer to issue a Notice to Proceed for Veolia Water West Operating Services, Inc., in the amount of $469,978 for the construction of the Sewer Collection System Repair Project, City Project No. 14-10. 2. Authorize the Director of Public Works/City Engineer to issue a Notice to Proceed for Veolia Water West Operating Services, Inc., in the amount of $422,294 for the installation the two southerly Trickling Filters Arm Replacement project, City Project No. 14-12. STAFF ANALYSIS: CP 14-10, 2014 Sewer System Repairs: The City has approximately 230 miles of sewer mainline in the collection system that transports sewerage to the Wastewater Treatment Plant (WWTP). The City's contract with Veolia includes monitoring the collection system network. Veolia routinely video tapes, records, and rates the sewer mainlines. Per agreement with the City, Veolia is allocated $2,500 per month to pay for minor individual repairs to the sewer collection system. When the needed repair exceeds these costs, a capital improvement project is initiated. Veolia proposes to perform these major repairs ITEM NO.W— City Council Staff Report October 15, 2014- Page 2 Veolia Notice To Proceed for Construction of 2014 Sewer Collection System Repair Construction Project, CP 14-10, and two southerly Trickling Filters Arm Replacements, CP 14-12 to keep the system continually safe and operable. Through the Collections Department at the Wastewater Treatment Plant, Veolia has identified various locations in need of repair. The repairs consist of removal and replacement of damaged mainline sewer collection pipe, Cured- In-Place Pipe (CIPP) Point Repair and Lining, and 30 manhole repairs throughout the City as identified by Veolia's Pipeline Assessment Certification Program (PACP), rated 3 or higher, 5 being the worst condition. Two of the three preselected contractors in the Coachella Valley responded to Veolia's request for invitation to bid: 1. G&M Construction, Palm Springs, CA; Bid Amount: $355,455 2. Tri-Star Contracting II, Inc., Desert Hot Springs, CA; Bid amount $360,897 The estimated construction cost per Veolia was $270,000. The winning bid of $355,455 by G&M Construction is being used for this proposal. Veolia has submitted a proposal to the City for the construction phase of this project which includes the following items: 1. Professional Construction Services $399,876 (includes 12.5% mark-up) 2. Veolia Construction Management Services $ 64,956 3. Travel & Living Expenses $ 2,800 4. General Liability Insurance 2 346* Total: $469,978 *With any capital project undertaken at the WWTP, Veolia operates as the general contractor under its own contractor's license. As the general contractor, Veolia is responsible for ensuring all construction is performed in accordance with State and federal rules and regulations, and is liable for all risks and damages that may occur. Accordingly, Veolia obtains general liability insurance for each project, which is passed as a direct cost to the City. CP 14-12, Trickling Filter Arm Replacements: The City and Veolia continue to coordinate on various capital improvement projects at the City's WWTP. The original trickling filter arms to all four trickling filters were installed in 1978 and have been in continual use for over 34 years. In 2002, the existing lower rotary bearing units were replaced with mast type center bearing assemblies. At that time the arms were assessed and it was determined that they were not in need of replacement but would need to be replaced at a later date. Twelve years later, that time has come. Last year, in order to provide continuity of service, only the two northerly trickling filters' arms were replaced. Veolia is now proposing to replace the two remaining southerly trickling filters' arms. Ovivo USA, LLC is the "Sole" manufacturer and exclusive distributor of the trickling filter arms for the WWTP. Ovivo's proposal for parts and installation is $332,535. Veolia's has submitted a proposal to the City for the construction phase of this project which includes the following items: 02 City Council Staff Report October 15, 2014 - Page 3 Veolia Notice To Proceed for Construction of 2014 Sewer Collection System Repair Construction Project, CP 14-10, and two southerly Trickling Filters Arm Replacements, CP 14-12 1. Professional Construction Services $374,102 (includes 12.5% mark-up) 2. Veolia Construction Management Services $ 45,997 3. General Liability Insurance 2,195 Total: $422,294 'With any capital project undertaken at the WWTP, Veolia operates as the general contractor under its own contractor's license. As the general contractor, Veolia is responsible for ensuring all construction is performed in accordance with State and federal rules and regulations, and is liable for all risks and damages that may occur. Accordingly, Veolia obtains general liability insurance for each project, which is passed as a direct cost to the City. In accordance with Section 5.3 (f) of the Amended and Restated Wastewater Services Agreement between the City and Veolia, Veolia is entitled to make a first proposal to do any Capital Project related to the wastewater treatment plant. The Agreement provides for a mark- up and profit margin varying between 12.5% and 16%. For this project, Veolia has proposed a 12.5% mark-up (the lowest mark-up available by contract) which is not applied to Veolia's own labor rates and general liability insurance cost. FISCAL IMPACT: Sufficient funds are available in account No. 420-6800-57030 (Sewer System Repair), account No. 520-6800-57028 (Trickling Filter Rotator), and account No. 420-6800-50000 (Unscheduled Capital Projects). SUBMITTED: Prepared by_ Recommended by: iJ l Savat Khamphou David J. Barakian Assistant Director of Public Works Director of Public Works/City Engineer Approved by: David H. Ready, City Ma Attachments: 1. Veolia's 2014 Sewer Collection System Repair- Construction Proposal 2. Veolia's 2014 WWTP Trickling Filter Arm Replacement Project Proposal 03 Q VEOLIA WATER September 15, 2014 City of Palm Springs 2014 Sewer Collection System Repair — Construction Proposal Veolia Water West Operating Services, Inc. is pleased to submit the following proposal to repair manholes and repair sections of mainline sewer collection pipe identified by our certified CCTV inspectors and NASSCO (the nationally recognized leader in setting industry standards for the rehabilitation of underground utilities) Pipeline Assessment Certification Program (PACP) rated 3 or higher (ratings are from 1-5, 5 being the worst condition). Our proposal includes: Removal and Replacement of damaged pipe Removal and replacement by open cut method at 12 locations. CIPP Point Repair 7 short length repairs of 1 Oft or less that can be made inside the mainline sewer pipe. CIPP Lining 7 repair sections of pipe interior lining manhole to manhole. Manhole Rep al 30 repairs to manholes either b re P y replacing p c g ring and cover or raising manhole. Traffic Control Traffic control is to be provided for each repair. Permits Each repair will require an application for a separate no cost permit by the City of Palm Springs. Veolia water West Operating services,Inc. 4375 E.Mesquite Ave Palm Springs,CA 92264 04 w .veoliavvaterna.com -e Palm Springs 2014 Sewer Collection System Repair Construction Proposal 2 Construction Management Services Coordinate day to day construction activities. Monitor daily progress. Monitor construction schedule. Provide monthly reports. Track progress. Monitor construction safety. Review post construction CCTV and verify that repairs were completed. Assist in the preparation of permits Monitor notifications required in specifications General Liability Insurance Veolia general liability insurance Two of the three preselected contractors in the Coachella Valley we requested bids from responded to our request for proposal. G&M Construction bid $355,445.00 and Tristar Contracting 11, Inc. bid $360,897.00. Our approximate value of the construction cost sent with the bid documents was $270,000.00. The winning bid of $355,445.00 by G&M Construction is being used for this proposal. The construction will be per plans and specifications prepared for this project and included in the bid request documents, a copy of which is included in the electronic documents submitted with this proposal. Exclusions to this proposal are hazardous material removal. The list of repairs is not inclusive of all repairs needed for the collection system. Our base not to exceed fee for the project is$469,978. Thank you for the opportunity to present this proposal for the 2014 Sewer Collection System Repair Project. We look forward to working with you on this project. Please do not hesitate to contact me should you have any questions or need additional information on this proposal. Sipcerely, ichelle McLey Project Managed Veolia Water West Operating Services, Inc. 562-397-5706 -cell Veolia Water West Operating Services,Inc. O 4375 E.Mesquite Ave. Palm Springs,CA 92264 www.veollawatBma.com.veoliawatema.com 2014 Sewer CoHettions Repair Construction Project 1 Mobile/Demobilization Lump Sum not to exceed 5%of total bid Dewmaze, Approximate Approximate A B C Type of Pipe Video Estimated Estimated PACP Quick CIPP CipP am MH am MH Street Name Cross 5treat Pi a Size Material Direction Date n Damage End Dama a RatingRand R Point Repair Unin 2 010067 DI0065 BELARDO RD BARI5T0 RD 6" VCP Downstream 4/21/2008 011.6 014.3 5211 1 % 3 H10o32 H10D11 EL CIELO RD pAN10N RD 12" VCP Downstream 4/28/2014 035.3 231.5 2113 % %4 G09111 G09119 TAHQUfR CANYON WY LOUELLA RD 8" VCP U stream 3/14/2014 012.9 209,5 5300 X 5 D0303s 002069 PAW VISTA DR COROZON AVE 6' VCP Downstream 2/10/20101 D28.4 053.E 3212 X 6 C11OD5 C11003 IA MIRADA RD SUNNY OUNESRD 8" VCP Downstream -9/1/2010T 066.3 066.3 5111 X 7 C10021 C10019 RAMON RD FERN CA YIXJ DA 8" VCP pownstr<am 9/7/2010 027.8 027.8 5100 %8 K30002 K11053 SAN LUIS REY DR RAMON RD 15" VCP Downstream 3/22 2011 012.0 144.E 5131 X 9 E05057 EIS EASEMENT AQUES DRi VISTA CHINO 8" VCP Downstream 9/20/2012 042.7 325.8 5141 X 10 CD6095 CDW33 ROSEAVE STEVENS qD 6" VCP Downstream 10/29/2012 004.4 199.1 4131 X 11 C06091 CD60" FflWRCT LOS ROBLES DR 8" VCP Downstream 11/5/2012 063.9 144,4 3321 X 12 CO70A C07053 VIA MONTE VISTA LEISURE WAY 8" VCP Downsbeam 1/e/2013 089.4 090.3 5223 X 13 F08107 FMI05 ALEJO RD SUNRISE WAY 12" VCP Down/Upstrm 4/24/2013 015.4 019.0 5100 X 14 D07149 D0347 TACNEVAN DR AVENIDA OlN05 8" VCP Downstream 8/5/2013 001.E 213.8 5131 % IS E06117 E06135 VIA DONNA DwNp Clq 8" VCP Down/U stTm 930/2013 009.3 009.3 5232 % 16 D07135 001133 VAt1AONIE OEI NORTE Mp DHIU B" VCP Downstream 10/24/2013 309.5 309.5 5123 X 17 F0E047 GOB019 BELDING DR CERRITOS DR 8"18 E09011 00 EELARQDOUNYONDR VCP Downstream 1/24/2014 093.4 0835.4 5111 X N VCP Downstream 1/16/204 1509 .9 5431 XE0950 0p 819 1 LSEGUNDO V Downstream 2/14/2014 085.120 D090T1 B .1 5314 X LERDS 10. RD ARENAS RD 8" VCP U stream 3/27/2014 171.0 171.0 5121 X 21 HSODI3 N30013 fL CIELO RD RAMON RD 12" VCP Downstream 412 2014 033.1 065.7 3115 X 22 D06017 D07081 N PALM[ANYON DR TAC14WAN AVE 10" VCP Downstream 5/9/2013 082.2 082.2 5131 % 23 E05109 '05025 COTTONW000 RO AVENIDAURALLEROS 8" VCP Downstream 5/7/2013 230.0 240.0 4131 X 24 006017 DO]081 NPAW CANYON TACHEVAH OR to. VCP Downstream 51 5/9/2013 231.8 237.5 31 X 25 E3605] EI6055 UMINO REAL VIA WO 8" VCP Downstream 918/200S 117.7 118.7 5111 x 26 H08001 H09031 EL CIELO RD AVIATION 12" VCP Downstream 7/15/2014 031.0 150.0 3123 X 0 2014 Collection System Repair Project Manhole Repair List Manhole Rine and Number Street Name Cross Street Raise 1— Cover F10073 Ramon Rd Hermosa Dr X F10072 Ramon Rd Hermosa Dr X F10051 Ramon Rd Sunrise Way X F10049 Ramon Rd Cerritos Dr X G10081 Ramon Rd Farrell Dr X H10039 Ramon Rd Compadre Rd X H10037 Ramon Rd El Cielo Rd X H10007 Ramon Rd Desert View Dr X H10015 El Cielo Rd Ramon Rd X H09031 El Cielo Rd Aviation Way X F09015 Sunrise Way E Tahquitz Canyon Way X F09017 Sunrise Way E Tahquitz Canyon Way X F09019 Sunrise Way E Tahquitz Canyon Way X F09025 Sunrise Way Amado Rd X F06111 Sunrise Way Tachevah Dr X F06141 1 Sunrise Way Paseo El Mirador X F06117 Sunrise Way Mel Ave X F06119 Sunrise Way Chia Rd X E09057 Avenida Caballeros E Tahquitz Canyon Way X E08041 Avenida Caballeros__ Via Colusa X D07094 Tamarisk Rd N Palm Canyon Dr X E08059 Via Miraleste Via Colusa X D09065 Indian Canyon Dr Arenas Rd X D10111 Indian Canyon Dr Baristo Rd X D10021 Indian Canyon Dr Baristo R�d X D13069 E Palm Canyon Dr W Palm CanDr X D13063 E Palm Canyon Dr Via Salida X D13075 S Palm Canyon Dr W Palm Canyon Dr X D13077 ' S Palm Canyon Dr El Camino Way X D14043 S Palm Canyon Dr El Portal X "*All 01d Manhole Covers will be returned to Veolia at the Palm Springs Wastewater Treatment Plant upon removal." 01 2014 Collection System Repair Project City of Palm Springs/Veolia Water Project Cost wArCR _ Summary Sheet City of PalmPROJECT DATA INPUT SprI t00B13A P01A Col%ACmns stem as Ir conswHlon Pafns rM eWP/FP 1 OBIIDIt4 PROPOSAL INFORMATION Prajed Wma:1 2014(;d!A n am Re BWPe JoO WnBMr: t00B1S1 MUM �ocetlon. Pe1m W WiP JO0 Coq Estimate MOOel P�geAI Adnaper'. MNelle Pre0oeel Manger. Fed AhbSes Versioni.8 CRY 111of Palm Springs DMe: M13(AtA Password(1111( Reunion: 1 CONTINGENCY MARKUP CenNUNon Sutrcorroanon. 0. 125% Enr... a 3 Af9978 Erg .e Lonsuaan6: o.0x 12.5% r..i.r In E 44,431 Intermmpenv Ser— Om 12.5% MehaelAERu�pmem- a0% 12.5% Latwr 00% O.P% rare)eM tixae 9M aa% Texee6.Me, O.Pb a0% _ TDTuY: E 3 44p1 • • Dosch hon plddtGala C..I�n£Y Mad uP TyuI f0o Demolpon Supcontractors i - f 0.0% 101 Sde Remeeieoon 8unconn.dars _ i - E - S - y - a0% 102 EelNwmd Buhwntrectors S - E - E - S - am 103 CMFonuete Guemnbecmrs i i - 3 S 0.0% 10/ Gerere08eIW' ^wbconhamws i 355M5 S - f AAA31 $ ]BB,BM Ut% IDS McMenivl xmid a1 SUEmntreA10o, f - f - S - E - 0 108 Eb:Lksllllne�e9on SehcoiNedwe i - t - t t - am10T flelE Eredetl Tenn.uocomrocees i - i - i t - am tst Mtretlene slnsti0eaon SuhwMegwe 11 - i - t i - 0.0% 15) Pmftme.oel%eMAw f - i - t $ - 0.0% 1B0 Imerwm Semis - - f - 00% SUBTOTAL i 055, - f MA31 30Ma • rl on DINKAGMt- Ssrni»e Y Ms1k� IpMI 200 Madaniul eel S - E - E - E - 0.0x 2 0 EAx4imIE S - t $ 4 - a"US n E rat f - E - f - f - am230 OtlwE eM - S - i E am8t1MTOTAL i- CAeflaI BOBMe&Mp To1a1 OB Pro- Me smelt DostrIction f mallet Co.tSA12 f - $ - $ 13,412 2.0% eervorPm' N S - f - $ f O.Ox 310 3,80! $ - f $ ],BOB 0.d% ago ^dn *+ i $ - S - f a.ox 330 �n n 3 Q,W6 s t - s 47.m 102% MID AWrtiel Proect Mapplee t E - S - 00% 350 6r.Colutruabn t - E - 5 - t E - E - S am ]i0 x f - $ - s - t am, 3 LeWr-- naulom E 5 S S - am fe0d S S 5 - $ on 8UBlOTA: BA,OSB i - $ - Eaw,g-wqjll 11 Qidea G_ofl Contide [f*a Total ADD Trereld '- S 2,800 $ - f - f 28O0 am ACO I..LABBI 1$ E s amSUBTOTA: S 2A00 i t - 2800 am • Lion D11�5/ (., Gedimamo, W&, TOMI NO Tlweld f - f - f - f - 0.0% 410 TIrvMa doer s - s s a.0% suBTOTA:. - i - s B.Bx • • Desa QYE192lt fdmWfm[ Me Totcl E - f - f am 500 Sur BOMB t - f - f - f - am 500 BN B.. - f - 0.me Soo BuMem Pock lmulame i E f 0A% 500 GenerelU ImMnnM S 1.M694 S - S - f 2,]AB as% 500 8elwfllha Tax f - S E - i - a0% 500 UAeneerPxmtfeea i - i - $ - i - a0% 500 SOUNem CelRomh E3eoniMYetlm $ - E aqE BUBTOTA 2.0A8 S - f - 29dB S - 0.5% •'C al lose QjBw Cost CwMnaen[v 800 General SpaCwLL Mart uo Toff i - S - S - f - a0% Boo cad s - t - $ - s - e.ox BID Flsel Vo t - E $ $ - am820 She-u Cosh - E - E f a0% d"B"WAL 0 a0% C S�nGmarlcv Grose MaM Uo --u>_e0 ,.5 d25.54it➢ - f 4d d3G 63 f d6B t00.0% 08 S e,Sheet PeOe1n!1 i C) VEOLIA WATER September 15, 2014 City of Palm Springs 2014 WWTP Trickling Filter Arm Replacement ST-ME-07 and ST-ME- 08— Project Proposal Veolia Water West Operating Services, Inc. is pleased to submit the following proposal to install replacement arms for the remaining two existing 140' arms on the two southerly trickling filters at the Palm Springs Waste Water Treatment Plant. The technical names for the last two trickling filters that need the arm replacement are ST-ME-07 and ST-ME-08. The original arms were installed in 1978 and have been in almost continual use for over 35 years. In 2002, the existing lower rotary bearing units were replaced with mast type center bearing i assemblies. At that time the arms were assessed and it was determined that they were not in need of replacement but would need to be replaced at a later date. Twelve years later that time has come. The project includes: Replacement Rotary Distributor Arm Assemblv Two (2) primary and two (2) secondary arms made of thick carbon steel with high density galvanizing including upper and stabilizer bearing assemblies. All hardware and tie rods (304 stainless steel) and gaskets necessary to install the arms Shipping Installation 1 year warranty Construction Mananement Services Coordinate day to day construction activities with plant operations Monitor daily progress Monitor construction schedule Provide monthly reports Track progress Monitor construction safety General Liability Insurance Veolia general liability insurance Ovivo is the sole source for the arm replacement. Included with our proposal is their sole source letter. Veolia Water West operating Sewices,Inc. 4376 E.Mesquite Ave Palm Springs.CA 92284 wmv.veoliawalerna.com 09 Palm Springs 2014 Trickling filter Arm Replacement 2 Timing The trickling filters are a biological process. When the arm operation is stopped or hindered I (the arms no longer operate as intended), the biological component of the process dies off from lack of water and food. During the summer, the process can be started back up in approximately 30 days, once the arms are functioning as intended. At the plant, we need at least two trickling filters online and one operating as a backup during the non-peak season (summer). There is a long lead time for the offsite manufacturing of the arms and equipment. That lead time along with the 30 day minimum gap (for the biological process to start back up) between the first arm installation and the second installation results in a long overall time to get the project completed before the start of the peak season. Our base not to exceed fee for the project is $422,294. The lead time on materials for this project is 8-10 weeks. If we receive approval by mid-May we will be on schedule to have a target date of August to begin work in the field. Thank you for the opportunity to present this proposal for the 2014 Trickling Filter Arm Replacement Project. We look forward to working with you on this project. Please do not hesitate to contact me should you have any questions or need additional information on this proposal. Si 4Manager Mic ProjVeoerating Services, Inc, 562-397-5706 -cell Veolla Water West Operating Services,Inm 4976 E.Mesquite Ave. Palm Springs,CA 92264 w .veopawatems.00m 10 Project Cost Summary Sheet kT.-.11 . ` Cit of Palm Sprin s 2014 Tnck[in fitter Arm Re lacemenl PalmG nn zWWIP 0 ON3LH VIBPB PROPOSIUANFORMATION Proleal Neme: 2014 Tnckll Filler Arm Re a eni JoO Number: TOO Master L«awn: Palm S - wVrtP Jop Cost Estimate Model len Mcle Pa..]MEN,ar: Fad A.I,,N Version Nosal Mene9er: kfde Vern City o/CIPalm Springs Oaw: (O2V2014 Password 111111 —u Ren: 0 CONTINGENCY MARKUP Conabuckan Subcontradan'. 00% 125% Eaferuu Tout 3 41t=te4 Erglneamg Consultants: 00% 125% RBI UP S 4107 IMercomppnySmca 00% 125% Material E Earpnbnt 00% 126% Labor O.M 00% TPI IeM L" 00% 00% Tam Sands ONer 0.0% 0.0% sue Gass 00% 00% TOTAL: E S 41 SST CONSTRUCTION&PROFESSIONAL lion Dived C al CaM'no Mary TOUT 100 oemohfthSu[c-ol dors E - ]".ft 101 Gila Ramepi.ror SuMonlreMrs $ - S - s - S -102 Earilmok Subcomradore i - s - i - S -ISO CIAWConaeM SubconbaMm E 5 - $ E 1W GenwaL9uik5 su0conbedom S 332535 $ - i 415e1 $ 3T4.102105 MechenicallnsNlla9on submnhaMn i - 5 - § - $ -m8 Be,bu,allrah.wn subwntreclMe S - 5 - ! - $ -10] Feld Ead Tentr Subconeaclws $ - 5 - $ - f -108 Mecellaneaua Irsullation SuOcoMhooloa E S - $ S -ISO ProAnea,ral Services $ - S - E - S -160 Intercom a Se vags S s $SUBTOTAL $ 332.535 S - S 4158> S 3]4102 QIfFIS4F1 GF➢1N9¢naY Mqk up Taal 200 MecM1enicel a aril f - S E - S - 00% 210 Elecb'aelE u nt s - $ - $ 0.0% 220 IMe E ui mem o $ - $ - $ - S - 0,^ 290 OMxE u n1 s E 00% SUBTOTAL: f - $ - E - I'D M. MetlLYY TPo 300 Pm Man emeM S 38.I82 E - f - $ 38782 go$ Senior Pro MA.I f S - $ - s 310 Pmd § 7,216 E - $ $ 1216 32o Aemrrsoauon s - S - § - f - 330 CorMmNan Men f - s - f - E - 3M asaklaM Pro Mmr 4r $ - $ - S - S - 3% Sr.Coneir lion Man $ S - i - $ 3W Pro E . i $ - S - s - 3To S - f S $ - 080 Lebo,-G P,Iggians s - s - $1 - i - 390 O mwm Labor s $ E -SUBTOTAL. S 45.e92 It - i - 45992 d nun Chimp Casl Coninoencv met.400 Treed a5 - i -rawls Omer E S SUBTOTAL S - f - f - QIQLI.C4aL G➢dI0Wn4Y MadILY IffiI 410 Travel a tin S - s - S - 00% 410 1Travel a LVAIrg Cher $ 00% SUBTOTAL. § - IS - S - Is 00% SO-TAXES-BONDS-OTHER OlmstCffL Cr9n000¢n,Y Nk,rk. IIliil 500 Fr M $ - f - E It - ONk 50o Barely Sconce S - f - $ - E - 00% SOO Bkl Boade f $ - $ 0.0% 500 SUNen Risk lnwrance $ 5 $ $ 00% 500 General L.b1 Insurance $ 2.194i3 $ - 5 $ 2.10E 05% 500 Sales B Use Tex $ - $ - 5 - $ - 00% 500 U,gahAPsYAI Fees $ $ - $ - f - 00% 50o S aan Calhmie Eden ssI IIaEon $ $ $ 0.0% SUBTOTAL: E 2,19E § - E - 219E S - 0.5% I}I@FtQe29 GoMnue Mass TOla1 800 Ganeml site COde c S GO% BCU CM ten E S $ - 5 - S - 00% 810 Fleet VeM1kie n 5 - It - 0.O% e20 I SMn up Cods 3 $ $ 00% SUBTOTAL $ - $ - $ - 001( COM COMineenev Grvaa Mark UP 38G]26.93 E - $ 41 566.1)B 100.0% I1 Summerysh., Page of 1