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Home My WebLink About2002.08.13_Worksession Agenda 3. Discussion Relating to Engineering Service Agreements. A. Phase I Water System Improvements B. Intersection & Roadway Improvements Mr Carr Attachment #3 2. Presentation Relating to Community Development Web Pages. Mr Rooney 1. Call to Order Mayor Brogdon AGENDA bulletin on and and at 4:00 tun. on Special August 13,2002 6:00 p.m. Owasso City Hall Main Conference TYPE OF MEETING: DATE: TIME: PUBLIC NOTICE OF THE MEETING OF THE OW ASSO CITY COUNCIL 7. Report from City Manager A. Ward Boundaries B. Other Items Mr Ray 60 Discussion Relating to Parks &Community Development Issues. A. Parks & Support Services Lawnmower Purchase B. Planning Items Mr Rooney Attachment #6 5. Discussion Relating to Finance Issues. A. Water Rates B. Cany~Over Budgets Monthly Financial Reports Ms Bishop Attachment #5 Owasso City Council August 13, 2002 Page 2 8. Adjournment. Owasso City Council August 13,2002 Page 3 CH2MHill Garver, Inc. Dewberry Design Group fncorporated Requests for Proposals Based on review and rating of the qualification statements, the below listed firms were asked to submit detailed proposals for the projects shown. Each proposal was rated and the indicated order of firm rankings established: Intersection and Roadway System Improvements Intersection E. 96th Street North and 129th E. Avenue (U.S. Highway 169 interchange) Widening North 1291h E. Avenue (E. 76th Street North to E. 96th Street North) The following process has been used by the City of Owasso for selection of firms to perform .. . engmeermg serVIces: Develop/advertise and distribute a Request foLQualifications specific to the project Rank responding firms based on predetermined rating criteria. (Reviewer/rater team is typically composed of 2-3 Engineering Division staff and 1-2 Owasso area resident engineers.) Determine short list of "Qualified and Highly Responsive Firms" Distribute a Request for Proposals from short listed firms (including a man..hour projection and price proposal) Rank proposal responses based on predetermined rating criteria Conduct fee negotiation (if necessary) with top ranked firm. (Should it not be possible to negotiate an acceptable fee with the top ranked finn, negotiations with the next highest ranked finn may be conducted.) Recommend selection to City Council July 9, 2002 DATE: INTERSECTION AND ROADWAY IMPROVEMENTS PHASE I WATER SYSTEM IMPROVEMENTS THE HONORABLE MAYOR AND COUNCIL I,'. CITY OF OW ASSO ./ /~\ l\1// /QvGVV ().( (j MEMORANDUM FUNDING SOURCE: Funds for these projects are included in the FY02-03 budget. A summary of budgeted funds and proposed projects budgets is shown below: Atkins-Benham was contacted to discuss scope of work elements and the submitted fee. Some modifications to the scope were made to include identified additional work elements, reduce some manhours consistent with project needs and revise the resulting fee calculation. The initial fee proposal submitted was in the amount of$405,620. Following discussion, the proposed fee has been adjusted to a total of $431 ,840. Although these particular projects resulted in increase total fee, surveying, geotechnical investigation, right-of-way acquisition services, construction administration and reproduction costs were added to the project scope. Basic manhours were reduced by approximately 19 percent. Atkins-Benham FHC, Inc. Garver, Inc. MWH (Montgomery Watson Harza) PhaselWater System Improvements CH. Guemsey was contacted to discuss scope of work elements and the submitted fee. Some modifications to the scope were made to include identified additional work elements, reduce some manhours consistent with project needs and revise the resulting fee calculation. The initial fee proposal submitted was in the amount of$291,810. Following discussion, the proposed fee has been adjusted to a total of $273,661. C.H. Guemsey & Company TranSystems Corporation Wallace Engineering Structural Consultants, Inc. :Wi\klling 861h Street North (N. 1 to N. 961h Street north (N. 1191h E. Avenue to N. Gamett Road) calculation. The initial fee submitted was in the amount of $290,370. discussion, the fee has been adjusted to a total CH2MHill was contacted to discuss scope of work elements and the submitted fee. Some modifications to the scope were made to include identified additional work elements, reduce some manhours consistent with project needs and revise the resulting fee Page 2 Engineering Proposals ATTACHMENTS: 1. C.H. Guemsey fee proposal with manhour projection 2. CH2MHill fee proposal with manhour projection 3. Atkins-Benham fee proposal with manhour projection RECOMMENDATION :. Satff recommends approval of each of the above engineering proj ects. Project FY02-03 Budget Engineering Firm - $325,000 E. 86th Street North Engineering (includes righi-of.. $135,128 C.H. Guernsey way acquisilion and utilities relocation -~=--~~- 96th Str~~t North (Owasso Market to $150,000 $138,533 C.H. Guernsey Garnett - Preliminan En ineerin =~~v , 129th E. Avenue (76th to 96th) and 96th Street North/Owasso Expressway ~ $300,000 CH2MHill ~v_~_~~~~=~=u~~~_~~.'o~~ ~=_~~~~r~~~_ $575,000 $431,840 Atkins~Benham TOTALS $1,350,000 $1,055,359 ~~~~=~" Page 3 Engineering Proposals I"- o ill , ,,- I"- 0) I"- o ~ o (j) OJ co n. ,~ ..,..., 4- o (j) 'x N , om (j) o Q, o "- n. (j) (j) lL e- m E E ::J (j) co (j) o Q, o "- !:L (j) (j) lL O(l)(I)or~ <( r- IlJ A' U W(I)(I)LiJ !lJ :r:: 0 Z I -, 0:: 0 w"'" 0 W Il.. u", a:: >~><~ Il.. OOWO a:: 06 w 06 .M 0 o::Z ."u Lb o:5~O:: W t:.D..JwO !lJ <fw:r::CO Lb .,,]00:::5 Z ;;;i~WLb !:2 !-~e;O en 00 .;,g~ r-zlX:~ ..... <( 0 r' -l C9cn;:;:: z:5- 0 1= ~ I- Z 0:: ex: Il.. CL tR tR tR tRl ~ I"-Oml'-M mNCO'<:j'M q m. q ill. 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(2 u if) w o lVdl:)NI~d ~3E)VNVli\ll.:)3rO~d =====X=".=7~. ffJ ~33NIE)N3 ~OIN3SI 'E :J ~3NE)IS3al E ~33NIE)N3 .:J::IVl.S !S z OJ () 'C NV!::>INH::>31. :: '2: :J NVI::>INH::>3.l ~ lV::>I~31::> 1'1'1.01. ~- 00 0;: ::;) 000 ~::r: Zw Wz ~- >..J oB: 0;:0 !:l.oo ~- _0 Z o i= o w if) 0;: W ~ Z 1= w Z 0;: <t C) o Z <t C) Z Z W o 3: ~ w w 0::: ~ if) z ...: en ::r: ~ <D m u.i o en (J) <t ~ o u.. o >- !:: o .:.: u w ""') o 0::: n. ..J <( if) o ll.. o e:::: ll.. W W U. Z (!) if) W o >. c co Q. E o () >. OJ (/) C I- ([) ::J <.9 I () c o 13 ([) [I! ([) -- c -- Qi c ro~ <.90 "0 _ C 0 ro (/) (/) ..c ro t 3: 00 z Qi Q) l0- W ..c co Cfl -- (/) cu W N o Cl N ........ I"- ........ 00 "0 ([) 'E 'i:: f:L <ll m o D,1 AlTACIW. COMPENSATION.DOC $ Total for Phases 1, 2, &. 3 $ 26,591 Sub-Total Phase 3 - ConstnJction Administration Phase 3 -- Construction Administration $ 58,699 Sub-Total Phase 2 ~ Final Design Phase :2 ~ Final Design $ 189,696 Fee E. 96th St 1\10 &. N. 129tl1 E, Ave. Intersection and N. 129th E, Ave, Widening (16th to 96th) Phase 1 - Preliminary Design Phase 1 - Investigations Phase 1 - Predesign Phase 1 - Preliminary Design Sub-Total Phase 1 ~ Preliminary Design $ 89,971 $ 46,687 $ 53,038 ENGINEER shall submit monthly invoices based upon the proportion of the total services actually completed at the time of billing. Invoices are due and payable within 30-calendar days of receipt by the CITY. A breakdown of the !tunp sum amountto be billed for each of the projects is shown as follows: Capital improvement Projects (FV 02-(3) City of Owasso, Oklahoma to pay, as tor services set Seventy-foUl' Thousand Nine services described Attadunent Agreement for Engineering Services City of Owasso, Oklahoma Capital Improvement Projects (FY 02m03) Compensation Attachment 0 ~ M~~~"W!1~J/;l'~n:""""~'""- ~,I J CI-\ '" x ex: ::J o I Z q: ;:;: ill ill u.. 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'C ~n. n. n. . ~ :::-;- . , 0 ~ <U al .1:i e E . . . ~ l!! l:J ::s 0 ro C/) (/) ro (jj t- .... c: ::s o ~ ti l.':! C 8 ~ o t- I ~~ ~ ~, -~;;~~ <1Il~~W ~~~~~ ~i5oO:i5 (/)~t'I.!M~ 11 'E .<:: u ill '0 ill :i Cl '0 '" '" <:l .. 0 ,,;; ~ III I I I I ~ 0 '" !:f C/) '" '0 l'l e 1: '" 0 ClI l5 Ul .., ~ 'ii u:: ::l 11 III ... ~ '" 'E ~ :J '" '" ClI ClI '0 .., '" ::l '0 0 .E .E ", Ul <0 co O'l ..; i"- N 4h E~~~1?l ~~~ Y)~w ~ '" Ql en o <( ~I~I~I~I! ~(j)mDt~ ~I~I~ <n<n ~ ~ '" iii III ~ o u ~~'" ~flJO! <:lelD ~"'... n.:; -H I :g,~~ :IEci (fj---c ":' :Ill . -H ~ 5 ~ill It) 1:.....'1 ..",0 mt3'" ~ c g.~IO UJc~ ~.ctO tlJMt'\! t-. -11 Ole: c .. '" '01'" ~,,~ C.cOO mg ,fjt- ~~i ,,~ _'" l!1~ .gild etu'F' ~ ~ 1- B ~ ~- <:l '" " 11 f-wU)U $ ~ ii. Jj 13 5 fi !E n o ~ (!j~ !:Jl.s:: Ct:: '" 0 .s::z ~$B (!j OJ .... OJ C .... m@ W.s:: .- .... m~ ::::l.... ~/II C lU ow ~S OJ.c: I!!t:: ID 0 c:5z is:IDtli w 0 ::l l!! t-'CC.... z~!S!m tIJ(\)<:I;.e ~mln@ :J: .... ",1'00 O:lw1il <:I; O.c: m l::J;:0;~ <:I;CNClI m'Fc :::iii J:'- t::ffi 0'0 ;;~ C OJ m ::I .c: c: t::g! 0<:1; z.... ..../11 (\) m l!!W ....,c (/)0; .eN i'i)... "',c tit:: m 0 wZ F.1 ATT ACH.F.SCIIEDULE,DOC '" The proposed schedule will meet the City's goals of completing work on the preliminary design with a detailed cost opinion before July 1, 2003, the subsequent bond election late 2003, and final design starting in late 2003. The schedule as illustrated in the bar chart schedule is from the initial workshop through construction with an anticipated start dates of September 2002 for preliminary design, December 2003 for final design, and May 2004 for construction administration. 'The schedule shown assumes a one~year construction period with final inspections Ju1y2005. '" The proposed schedule assumes the project will be coordinated as a single project. are Agreement for Engineering Services City of Owasso, Oklahoma Improvement Projects (FY 02s03) Schedule F " 2 m 2 (I) ro Cl ro ro o.coo t ,~ El c: &5~~& t.i c: <I; E OJ Ul >. (/) (1l w > (1l E ~ @ C\llONM 0001.() c>zC>-::>::>~ <(-"o::(N l{)NU')O 0"-0(9 ::> :ii o I z ~ fIl I c -:I u.. ~ ~ 4: ~ '0 ~ I 1;) " ~I .c en ~. I r:C} lOl I I II o r: lD 04: I I 0'-.-- !'ill I I OOUr:::1 ~ I I OOWlD"'C ILl j <l!!:EJ:! ~J!;l~o Or:_W -:I -lD U..clD 0-'= 0 m- >NW :z - i-'F.c -- - -.cm 0 U-N ~~ W : I 4: I II I 0 ::E I ::> en L ?i' ttI .2: ro 1) I aJ (/) <(( m ~ B ~ e :g w 0.. 0 CITY OF OWASSO 96th/129th Intersection 129th Street Widening Preliminary Design Schedule Early Bar Prograss Bar Critical Activity Sheat 1 of 1 OWAS City Revie~ Preliminary Review Meeting (Plan-in-Hand). QAlQC Review 8. Fix-up"'n__~ Construction Packaging Report_ I!!lI.RlCost Estimate -R.O.W. Plans _Utility Plans Construction PhasingfTraffic Control_ -Street Design -- BllIli ""'" Drainage Design -Signal Design IiIllDevelop Base Plans I -Survey Interchange Report +proooslgn'Meeting ------ Review Layouts for U.S. 169 -Interchange Analysis Report -Intersection Layouts IIIlTraffic Projections -Street }Mdening Layouts .Conceptual Cost Estimates Potholing -Review Accident History Data Geotechnical _RO.W. Research .Deslgn Workshop -ColIl)(;t Data ([) Primavera Systems, Inc. 05AUG02 11MAY03 05AUG02 05AUG021456 Starl Dale Finish Dale Dala Date Run Dale 200 Survey Interchange 2 210 Develop Base Plans 12 220 Signal Design 3 - 230 Drainage Design 5 240 Street Design 12 ...---.--..- .._---- 250 R.O.w, Plans 3 .._-- --~- 260 Utility Plans 3 ____._....___ n - ---______00______------- - 270 Construction Phasingrrraffic 2 1m Control ---. 1-- '--...---------- -00-------1- 280 Construction Packaging Report 2 ..... 290 Cost Estimate /. 2 310 QAlQC Review & Fix-up 4 )H 320 Preliminary Review Meeting 0 (Plan-in-Hand) 330 I City Review 4 . --.. ----.------- --.------. 3 o 4 100 Conceptual Layouts for U,S, 169 110 Interchange Analysis Report 120 Intersection Layouts 130 Traffic Projections 140 Street Widening Layouts 150 Conceptual Cost Estimates 160 Predesign Report 170 Predesign Meeting 180 City Review 3 :2 :2 3 3 :2 Review Accident History 90 Utility Potholing 80 :2 Traffic Data 70 6 Geotechnical 60 o 3 :2 6 Survey 50 Design Workshop Collect Data R.O,W, Research 40 20 30 Award of Contract JnuG-r SEe ~T_T::NQV-L--.DEC=:J- .rAN 1- FEe I ,rJ~O~ I Am I MAY r:c ---.J-J,.---.J_I-LL_L_1._L..L.........L_.L-1..........L..J-L-l-L-L...J_L__L_L-1. 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" <II ~ C ;; ::!l c o ;; " e " C ~ .'l ~ j! o I-;' .0 ::l <II .'( .x.. The established rates for the convenience station were developed based on sizes of containers, vehicles or trailers used to carry material to the station for disposal. Each size can be converted to volume (in cubic yards), When delivered to the station, materials are placed in a 30-yard rolloff container that ultimately is hauled by contractor to the Quarry Landfill for disposal. The contractor hauling rolloffs charges per trip and the landfill charges by the weight of the material. DISPOSAL RATES: OPW A Resolution 88-02 implemented in May 1988 established disposal rates at the convenience station. The rates have not been modified since they were first enacted. The rates are as follows: Bags (with common trash/garbage) $0.50 each Automobile trunk load $1.50 Pick-up truck load (without sideboards) $3.00 Trailer load (with sideboards) $3.00 Pick-up truck load (with sideboards) $5,00 Pick-up tuck (with trailer) $7.00 One ton truck $10.00 A major consideration in establishing the convenience station was minimizing roadside dumping, littering and handling of hard to dispose of refuse items. The station serves as an alternate disposal location for residential refuse. In 1985, a City of Owasso ordinance was approved that controls the amount and composition of refuse that could be placed at the curb for residential refuse collection. BACKGROUND: The City of Owasso Recycle Center and Convenience Station has been operational since May 1988. The convenience station was designed to offer area residents a proper site to dispose of excess solid waste that could not be handled efficiently by the regular weekly curbside collection service. The recycle center was conceived as a buy-back operation to offer citizens a method of resource conservation and reduce the volume of materials collected and ultimately disposed of at the landfill. August 7, 2002 DATE: I /\'/ (.....0 .....! # 1......,,;"'.--. " ," /J", oJ THE HONORABLE CHAIR AND TRUSTEES OW ASSO PUBLIC WORKS AUTHORITY TO: MEMORANDUM Cost per cubic yard $6,92 Haul summary - 30 cubic yard containers Month Number collected Total Cost per haul May-02 25 $5,233,83 $209.35 April-02 46 $9,738,76 $211,71 March-02 36 $7,313.48 $203,15 February-02 32 $6,522,97 $203,84 January-02 36 $7,047,86 $195,77 December-01 33 $6,696,19 $202,91 November-01 31 $6,839.40 $220,63 October-01 42 $8,717,33 $207,56 September-01 40 $7,419,86 $185,50 August-01 39 $8,138,78 $208,69 July-01 44 $9,554,79 $217 ,15 June-01 44 $9,793,61 $222,58 I Totalsl 448 I $93,016,86 I $207.40 I HAULING AND DISPOSAL COSTS: Data over the period of January 2001 to May 2002 were compiled to determine actual costs to haul and dispose of collected materials from the convenience station. Costs to haul each 30-yard rolloff container and the associated landfill tipping fee were tabulated from invoices. Additional charges for the state/local fees, fuel surcharge, monthly container rental were also included. A summary of the calculated cost per haul for the most recent 12-months is as follows: Based on these data, revenues from present rates are insufflcient to cover hauling and disposal charges. As a result, an analysis of total costs per cubic yard of material was conducted. Totals Revenue I Haul and disposal Excess cost expenses -- - $3,076,00 $5,233,83 $2,157,83 $3,584.50 $9,738,76 $6,154,26 $2,897,50 $4,415.98 $2,393,50 $6,522,97 $4,129.47 ~==~ $2,466,50 $7,047,86 $4,581,36 '152,50 $6,696,19 $4,543,69 No data available $4,057,00 $8,717,33 $4,660,33 - $3,924,00 $7,419,86 $3,495,86 $4,288,00 $8,138,78 $3,850,78 TOTAL $37,989,56 AVERAGE PER MONTH $4,221,06 November-01 October-01 September-01 - August-01 March-02 .==.=====-==-~, February-02 Month A comparison of revenue (collected from users of the convenience station) and hauling/disposal costs over the period of August 2001 - May 2002 is shown below: Container Proposed Charge Quarry Landfill Difference Bag $1.00 $15.88 +$14,88 Can $1.00 $15.88 +$14.88 Car trunk $2,00 $16.47 +$14.47 Barrel $2,00 $16.47 +$14.47 Under full pick-up $7,00 $20.88 +$13,88 Level full pick-up $14.00 $26.76 +$12.76 Small trailer level $14.00 $26.76 +$12.76 Stacked full pick-up $25.00 $35.58 +$10,58 Small trailer stacked $25.00 $35,58 +$10,58 Small flatbed $25.00 $35,58 +10,58 Large trailer level $115,00 $156,12 +$41.12 One ton flatbed $140.00 $132,60 -$7.40 Large trailer level $170,00 $156,12 -$13,88 Disposal charges at the Quarry Landfill are a minimum of $15.00 for any size load plus $5.88 per cubic yard and $1.25 per ton state fee. In comparison to the above (exclusive of the tonnage), disposal costs at Quarry Landfill generally are higher than the proposed rates as indicated below: $0.50 1 Can $2,00 $1.00 -$1.00 -~~~~~'#'~~~~I Car trunk $2,00 $2.00 Same ~.~ ~~~~ BaITel $3.00 $2.00 -$1.00 ~=_.~,-~-- ~~~=~- ~~=_. ~~-~ Under full .00 $7,00 +$2.00 Level full $7.00 $14.00 +$7,00 Small trailer level $7,00 $14.00 +$7.00 Stacked full pick-up $10.00 $25.00 +$15.00 Small trailer stacked $10,00 . $25,00 +$15.00 Small flatbed $10.00 $25.00 +15.00 Large trailer level $15.00 $115,00 +$100.00 One ton flatbed $20.00 $140.00 +$120.00 trailer level $20,00 $170,00 +$150.00 REVISED RATE STRUCTURE: In order to cover operation expenses for hauling and disposal of materials at the convenience station, a rate adjustment based on $7.00 per cubic yard of container has been developed. The volume of each container has been estimated in cubic yards and the fee factor applied. As a result, the following rates are proposed: ATTACHMENTS~ 1. OPW A Resolution 2002-03 OPW A Resolution 88-02 3, Calculation Charges and Comparison Convenience station disposal data 5, hauling and disposal costs (J <lnuary 200 1 "~ RECOMMENDATION: Staff recommends Trustees adoption of OPW A Resolution 2002-03 establishing fees to be charged for use of the Owasso Convenience Station. The effective date of the resolution to be September 1,2002, Rlmald D Cates. Authority ^ttOl11~Y APPROVED AS TO FORM: Marcia Boutwell, Authority Secretary Randall C. Brogdon, Chairperson ATTEST: APPROVED AND ADOPTED this 20th day of August, 2002 by the Trustees of the Owasso Public Works Authority, SECTION FOUR: This resolution shall, upon passage, become effective and enforceable on September 1,2002, SECTION THREE: The City Manager of the City of Ow as so shall promulgate such rules and regulations that may be needed to effect efficient and safe operation of the convenience station provided, however, that no changes in the fee schedule be implemented without the expressed consent of the Tmstees of the OPW A, ; SECTION TWO: That commercial businesses .be prohibited from utilizing these facilities described above in Section 1 for routine or nonnal trash disposal provided, however, that in cases of special merit the City Manager of the City of Owasso may, through his agent, waive this prohibition for the public good, $ 1.00 $ 1.00 $ 2,00 $. 7.00 $ . 14.00 $ 14.00 $ 25.00 $ 25,00 $ 25,00 $115.00 $140.00 $170.00 Bags (with common trash/garbage) Can Car Trunk Under full pickup Small trailer level Level full pickup Stacked full pickup Small trailer stacked Small flatbed Large trailer level One ton flatbed Large trailer stacked SECTION ONE: The through its trustees, establishes the following schedule of charges for citizen utilization of trash disposal facilities denoted as the "Owasso Convenience Station" BE IT RESOLVED BY THE TRUSTEES OF THE OWASSO PUBLIC WORKS AUTHORITY THAT: A RESOLUTION OF THE OW ASSO PUBLIC WORKS AUTHORITY ESTABLISHING FEES TO BE CHARGED FOR USE OF THE OW ASSO CONVENIENCE STATION, DECLARING AN EFFECTIVE DATE AND AUTHORIZING THE TRUST MANAGER TO PROMULGATE RULES AND REGULATIONS RELATING TO THE OPERATION OF THE OWASSO CONVENIENCE STATION. RESOLUTION NO. 2002~03 OWASSO PUBLIC WORKS AUTHORITY OW ASSa, OKLAHOMA ATTEST:. /? ~)/ ,/:( /~~, ", Lamb , Chairman By: OWASSO PUBLIC WOR~S ADTHORIT~ ~ ,.t.:~ Section Two: That commercial businesses be prohibited from utilizing these facilities desc~ibed above in Section-l fo~ rou- tine or normal trash disposal prOVided, however, that in c~ses of special merit the City Manager of the City of ,OW as so may, ~hrough his agentD waive this prohibition for the pUblic good. ' Section Three: The City Manager of the City of Owass~ shall promulgate such rules and regulations that may be needed to effect efficient and safe operation of the convenience station provided~ howeverD that no changes in the fee schedule be irnple- men~ed without the exp~essed consent of the ~~ustees or th~ OPWA. Section Four: This resolution shall; upon passage, , b~come effective and enforceable on Wednesday, May 4w 198B~ $ FREE $ . :s 0 each i $ 1.50 $ 3.00 $ 3.00 $ .~L 00 $ '1.00 $10.00 Grass Bags B&9S(with c~on trash!ga~bage\ AutomObile T.runk Load Pick-up Truck Load (without sideboards) Trailer Load (Without sideboards) Pick-Up Truck Load (with sideboards) Pick~up Truck (with ) One Ton Tru~k ~, q~'~\ WORKS BE IT RESOLVED BY THE TRUSTBES OF THE rry, OWAS SO, f THAT g A RESOLUTION OF THE OWASSO PUBLIC WORKS AUTHORITY ESTABLISHING FEES TO BE CHARGED FOR USE OF THE OWASSO CONVENIENCE STATIO'N p DECLAR:!~G AN EFE''EC'I'IVE DATE, AND AUTHORIZING THE TRUST MANAGER TO PROMUL~ GA~E RULES MlO R~ULA'!lIONS l<.ELA..TING TO THE OPERATION OF THE OWASSO CONVENIENCE STATION. ~SOLUTION NUMBER 88-02 ~ ,j;,;~ OWASSO PUELIC WORKS AUTHORITY N o 1: o ro :2 '0 m m <f) OJ o b a.'" OJ;; f:L U m eo ~ '" c::J;; ~.:: :0 '" U g; a. <f) '6 u m m <f) 0 o b a.'" OJ;; f:L U N :r .~ <( N o >. 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The specifications were developed so as to not exclude a variety of vendors. In addition, the design of the vehicle was selected to enable continued utilization of a one-man operation with semi-automated side-loader (cart lifter). To ensure an adequate amount of equipment is available in case of vehicle breakdown or extended down time for repairs, the additional refuse vehicle was included in the budget. All replaced vehicles that remain operational are utilized for preventive maintenance rotations, emergency backup and seasonal yardwaste collection. Presently, Public Works operates three (3) residential collection routes (4 days per week), two (2) residential collection routes (1 day per week) and light-commercial collection (1 day per week). Continued growth in residential development is expected to necessitate one additional residential collection route by FY 03-04. BACKGROUND: The FY 02-03 Public Works Department Refuse Division budget includes funds for the purchase of a new refuse collection vehicle. This vehicle will supplement the present equipment fleet consisting ofa 1992 Lodal, 1996 Intemational, 1998 Lodal and 2000 LodaL The 1992 Lodal has become unreliable due to age and deteriorating mechanical condition. July 30, 2002 DATE: \ ' \J l~-/ THE HONORABLE CHAIR AND TRUSTEES OW ASSO PUBLIC WORKS AUTHORITY TO: MEMORANDUM Crane CarrierlLodal Maintenance Comparison Vehicle Maintenance has evaluated both vehicle designs and has provided an analysis (see attached memorandum). One portion of the comparison indicates, since Crane Carrier manufactures and assembles their vehicles in Tulsa, replacement parts and repair services are readily available. Lodal parts must be shipped from Michigan or Sweden, which has resulted in extended down time for repairs due to limited parts availability, Crane Carrier Performance Evaluation The City of Owasso has no previous experience with Crane Carrier. Therefore, staff contacted several communities that presently utilize Crane Carrier vehicles in their refuse operations. The City of Sand Springs, City of Norman and Town of Skiatook indicated that Crane Carrier provides reliable and efficient equipment. To ensure adequate performance capabilities, our Refuse Division supervisor went to the Town of Skiatook to observe a Crane Carrier vehicle during collection activities. The assessment determined that the vehicle will meet operational requirements. Despite the limited number of submittals, staff believes that all bids received meet established operational requirements and a majority of the priority specifications. The Williams Refuse bid for the 20 cubic yard vehicle (Lodal EVO-Mag-20) did not meet the priority specification for the minimum body size of 25-cubic yards (a truck with an additional 5 cubic yards of capacity reduces the number of trips to the landfill each week); therefore, this bid was not considered responsive. As a result, the Crane Carrier vehicle is the apparent low bid in the amount of $144,701. Crane Carrier Company 12002crane Ca1Tier 25 144,701 (Tulsa, OK) PLDT2-26 2002 Loda1 EVO- 20 I I Did not meet specification Williams Refuse Equipment kMag-20 $133,901 (Owasso, OK) 2002 Loda1 EVO- I 25 I $149,511 1'-25 2002 Lodal EVO., I 28 I $150,141 1'-28 BID ANALYSIS: In June 2002, the specification packet and bid documents were mailed to thirteen (13) prospective bidders. On June 2ih, a total of four (4) bids were received from two (2) vendors. Bids are summarized as follows: Page 2 Refuse Collection Vehicle Bid Award ATTACHMENTS: 1. Bid proposal from Crane Carrier Company 2. Bid proposals from Williams Refuse Equipment 3. Summary memorandum from Vehicle Maintenance RECOMMENDATION: Staff recommends Trustees award to Crane Carrier Company, Tulsa, Oklahoma the purchase of a 25-cublic yard refuse collection vehicle Crane Carrier Model PLDT2 -26 Chassis with side- loader package in the amount of$144,70l and authorization for payment. 02-03 Refuse A supplemental FUNDING SOURCE: Funding for the purchase of the refuse collection vehicle is included in the Division budget (line item 61-480.-54500) in the amount of $130,000. appropriation in the amount of $14,701 is also requested. Based on the above evaluation and comparisons (in the opinion of the Refuse Collection Division and Vehicle Maintenance Department) the bid submitted by Crane Carrier Company provides a vehicle that is in conformance with established specifications and operational requirements. In addition, Crane CarTier vehicles are equipped with rear-wheel drive. This mechanical feature provides less maintenance when compared with vehicles designed with front-wheel drive. Historically, Vehicle Maintenance has encountered the following situations associated with maintaining the existing Lodal vehicles (due to front-wheel drive design): tires expensive to replace and difficult to change-out train intricacy ~ contributes to increased maintenance Limited repair capabilities Vehicle Maintenance due to components ..-. resulting in limited availability and mcreased costs Page 3 Refuse Collection Vehicle Bid Award COMPLETE AND ATTACH THE NON-COLLUSION BID AFFIDAVIT TO BID. BID OPENING: JUNE 27, 2002 @2:00 P.M. PH: (918) 832-7376 FX: (918) 832-7343 Crane Carrier Company Company 1925 North Sheridan Rd. Tulsa , OK; 7 4 1 5 5 Address bbutler@cranecarrier.com Ifw.ELLt1!CJA/ Signature R. W. Ii But c h Ii But 1 e r Regional Sales Manager Title ."'&>"" I hereby acknowledge that I have read the specifications and that I am legally bound by statements 9n the Bid Proposal - Submittal Pages. 150 TIME OF DELIVERY: "'~__ calendar days from date of award. are pleased to propose to the ity of Owasso,Ok, One-{l) Crane Carrier Model PLDT2-26 Chassis with a 25 Cu.Yd. Wittke Manual Side Loader Package. ONE SEMI-AUTOMATED SIDE-LOADER REFUSE COLLECTION VEHICLE BID PROPOSAL - SUBMITTAL PAGE Page 1 Statement of Bidder's Qualifications Title: A1-9/~~/,1/ $k? /1h/z/Ac/c?~ v / e&//7//l/V't:/ " I -6(A~ ~J, By: t!,t?/I/j/E t!:;?,e,<'/~~ Name of Bidder ,20 02-- '61 -- this 026 day of __ v k" ;'I/.:;{ DATED at ~.&~o~~ 10. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the CITY OF OW ASSO in verification of the recitals comprising this Statement of Bidder's Qualifications. List five (5) references of refuse vehicles purchased from your company, and the month and year purchased. Include nam,e~,and telephone numbers of these clients. 80 Have you ever defaulted on a contract? 7. Have you ever failed to deliver any refuse vehicles awarded to you? General character of work performed by your company. 5. How many years have you been engaged in the manufacturing or procurement of refuse vehicles under your present trade name? ...9//vd E.. /9 7~ 4. If a corporation, where incorporated. 3. 1. Name Bidder. All questions must be answered and the data must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. STATEMENT OF BIDDER'S QUALIFICA TrONS Technical Specifications 2. PRlCING - The price submitted in any proposal shall include all items of labor, materials, tools, and other costs necessary to fully prepare the vehicle for delivery. Any items of labor omitted from the specifications, which are clearly necessary for the proper delivery of the vehicle, shall be considered a portion of such specifications although not directly specified or called for in these specifications. Price quoted shall remain effective for a period of sixty (60) days after opening of bids by the City. 1. TAX EXEMPTION - Purchaser is exempt from payment of all federal, state and local taxes in connection with the purchase. Said taxes must not be included in bid prices. The City will provide necessary tax exemption certificates upon request. GENERAL PROVISIONS More than one bid proposal may be submitted. · Produce higher latent or patent cost to the City in any of a multiplicity of ways. City reserves the right to make the final judgment concerning what is or is not a minor deviation and to award the bid to the bidder whose proposal best suit.s the needs of the City for the product being purchased. · Compromise the safety of the user thereof. · Materially affect the ability of the product to achieve or accomplish a necessary function or task in the manner required by the specifications. The intent of these specifications is to set minimum requirements, not to otherwise limit bidding. as much as some designs of equipment vary among manufacturers, the City may accept bids on equipment with minor deviations, which does not: cart TECHNI CAL SPECIFI CA TI ONS FOR THE PURCHASE OF A SEMI-AUTOMA TEl! SIDE LOADER REFUSE COLLECTION VEHICLE 2 Technical Specifications 10. PRlOR INFORMATION - Any information which may have been released either orally or in writing prior to the issuance of this bid request shall be deemed preliminary in nature and bind neither the City of Owasso nor the vendor. 9. PROPOSAL EXPENSES - Expenses for developing the proposal are entirely the responsibility of the vendor and shall not be chargeable to the City of Owasso. 8. PRlME CONTRACTOR RESPONSIBILITY - Iffinal delivery ofthe equipment includes the use of services of another company. the City of Owasso will hold the bidder responsible for those outside services. DELIVERY ~ Bidder shall provide delivery of the equipment to th~ City ofOwasso within 150 days from the Notice of Award. Failure to comply with specified delivery term may result in the assessment of a $350 penalty (per day) for each successive calendar day that expires after the time specified above. The ISO-day delivery period may be extended if circumstances beyond the control of the bidder (forccmajuere) occur. Bidder shall notify the City in writing within 30 days of any 9ircumstances that may potentially prohibit delivery of equipment within the specified term. PAYMENT - As with all municipalities Oklahoma, payment must be approved and signed on a claims list by the proper city authority. Payment shall be made only after complete and. acceptable delivery ofthe vehicle, in accordance with these specifications. The Owasso Public Works Authority meets regularly on the first and third Tuesday of every month. 5. INSPECTION - An acceptance inspection shall be conducted between the supplier and the City before delivery will be accepted. The inspection date shall be at the City's convenience. All discrepancies noted during the inspection shall be remedied at the supplier's expense, prior to payment for this vehicle. 4. ~ The reserves the to any or all bids and to any or all technicalities, informalities, or other minor deviations from the bid document. 3. WARRANTY - A manufacturer's and/or dealer's warranty shall be supplied to cover replacement parts and labor costs. The manufacturer agrees to promptly replace any part or parts which by reason of defective materials or workmanship, or installation, fail under normal use. Such replacement must be free of charge to the owner. Warranty will be a minimum of one (1) year; all components and labor. A specimen policy of all warranty coverage on all aspects of vehicle must be provided in the bid proposaL The City of Owasso shall expect the dealer and/or manufacturer to have adequate stock of replacement pmis available to service the vehicle within a reasonable time. are this warranty, but must by the tire r-, 3 Technical Specifications h. Fender Wells: Front wheel mud flaps, and inner fender splash shields. g. Interior Lighting: Dome light with manual switching. c r air, 2-speed with intermittent f. c e. Glass: All glass shall be tinted safety glass, high visibility door windows and windshields. d. Sun Visors: Dual required. J3 /~ c;i]..D JJ 00,1. <; C C c. Seats: Comfortable seating for two (2) people. Retracting seat belts shall be installed for each seat. b. Doors: Provided with locks to hold doors either in an open or closed position. a. Cab:~or non-tilt, low entry, both sides, 19-inch maximum entry~ht from ground to the cab with no steps. M"\lst be factory built; conversions are not acceptable. L CAB: COlnpliance Or ExceQtion Exceptions to these specific requirements must be clearly Please note that these specifications establish minimum criteria and the bidder may exceed the noted specifications. The specifications identify the characteristics desired by the City such that it is the City's intent to receive bids for a refuse vehicle, which are similar to the specifications. SECTION I = TRUCK SPECIFICAIION~ to 1 12. PROPOSED COST ~ It is not the policy ofthe City of Owasso to negotiate the price after the vendor is selected. The supplied bid form shall include one price for the basic specified vehicle of all equipment and options. All bids delivered to the city shall sealed and visibly marked SEALED BID. 11. VENDOR CONTRACT - Any proposal accepted should be incorporated into the contract, which the City of Owasso will enter into with the vendor. 4 c c c C2 C" Compliance Or ExceQtioq Technical Specifications e. Waming alarm for low air, low oil pressure and high water temperature. c. Fuel gauge. d. Engine temperature gauge. e. Oil pressure gauge. f. Direct reading, dual system air V oltmeter gauge. h. Tachometer gauge. 1. Transmission gauge. J. Hour meter gauge. k. Air cleaner restriction gauge. 3. WARNING LIGHTS/ALARMS/FrORNS: a. Parking brake engagement light. b. Transmission neutral light. c. Transmission high temperature light. d. Low pressure light. must a. 1. Mirrors: Exterior west coast style, retractable, bolt on type, side~ mounted convex mirrors. Mirrors shall be visible from the driver's seat while doors are in both the open closed position. 5 c C" c Compliance Or ExceI2tion Technical Specifications n. Air Compressor: Minimum of 12 CFM capacity, water-cooled and engine lubricated. m. Mounts: Engine and transmission mounts shall be oil resistant neoprene. 1. Exhaust System: Vertical or horizontal mounted muffler and exhaust pipe. Rain cap shall be provided. k. Govemor: (Speed set at 65 MPH). J. Engine Block Heater: 110-volt/1,500-watt. 1. Cooling System: H~avy-duty. radiator with <?ver flow tame Largest capacity available from manufacturer. h. Fuel Filter(s): Primary and secondary spin on type. g. FlJ,~l Water Separator: In line, 30 micron. f. Oil filter(s): Full flow, spin on type. e. Air filter(s): Dry type; dual replaceable elements with pre-cleaner. Reset able restriction indicator on dashboard. d. 660-foot pounds torque at 1,560 RPM. c. Minimum 7.2-liter displacement Minimum 258 HP in-line 6 cylinders at 2,200 (wet cylinder liners). a. g. Vehicle shall electric air f. Back-up warning alarm rated at a minimum of 110 decibels and rear strobe mounted, switch operated, and warning light. The audible alarm shall signal when transmission is placed in to reverse gear. 6 Technical Specifications -ej.:z&;OOO 11 _~ du iI ~l-f0J)o () #- _ ~~Ju+; ;oj;} /;)&( 0 au#: e. Front Axle: 18,000 lb. minimum capacity. 2& f. Rear Axle: ~OOO lb. minimum capacity. d. Rear Springs: 18,000 lb. minimum capacity with heavy-duty shock absorbers. c. Front springs: 18,000 lb. minimum capacity with heavy-duty shock absorbers. b. Rear: 22,000 lb. minimum capacity. a. Independent wheel suspension. 7. SUSPENSION: c. Shall have a manufacturer installed anti-lock braking system (ABS). b. Air system shall have (Bendix) air dryer installed with. heater. a. Shall have auto tank drain with heater on wet tank and manual drains on all tanks. AIR TANKS: I c. steering shall original installation. No coachwork manufacturer alterations pennitted. No alteration to an OEM's original equipment manufacturer's standard production system. d. Inside turning radius shall be a mh2mum of 43 feet a of 48 feet. a. 5. STEERING: o. Throttle Control: Manual. 7 L-. Compliance QLException Technical Specifications e. Air Compressor: 12 cubic feet minimum, with warning buzzer. d. Air dry with heater and with auto air bleeder on air tanks. c. Neutral braking system. b. Parking Brakes: Both rear axles. a. Service Brakes: Heavy-duty, fun air, all axles. 9. BRAKES: 1. Batteries shall be secured in a steel box with latching steel cover, outside frame raiL h. Battery cables have molded, color-coded ends and will be covered with heat resistant, corrugated loom to prevent chafing. g. Color-coded battery ca.bles, minimum size of 0000 copper wire. f. Hopper Lights: Shall include four (4) stoplights, two (2) utility lights, turn signal lights, and backup strobe. and e. Include all lights and reflectors to comply with all (Oklahoma) laws for 24-hour operation on highways. d. Circuit Breakers: I.L.O fuses. each, WOO CCA total, f6~ c. Provide two (2) 12-volt group 31 low maintenance batteries. or a. g, h. Axle Manufacturer and Stock Number: g. Rear Axle Ratio: Specify. a. Front: Size as required by the manufacturer. C 13 R J j) , E'5'7 (),-J 6' ~q J S / Yo R 2;1- ~- C;Z '0 f?4 <v- R:2:;; G Technical Specifications / ( I 8 13. TIRES: c c f. Provide rear wheel spare with mud and snow tire mounted, e. Provide front wheel spare with highway tread tire mounted. c d, Rear Type: Steel/disc. c. Rear: Size as required by the manufacturer. b. Front Type: Steel/disc. a. Front: Size as required by the manufacturer. 12. WHEELS: f. To be adequately supported in fulUoad capacity under adverse conditions, per manufacturer's specifications. e. Reinforced Type: Specify Tow Hooks: Two (2) for full load capacity, lift and pull, attached directly to the chassis frame protruding through front bumper. 'IF, S tl/ i> cJ D S71Z~ A /rI;; 8' d/ {j 0 c> JJ r2 () f' \ ),5ifff> dJ Jt .3/ tJ-b II t)C?<J c. RMB: Specify J 11 E F J'JB/l-1t {[ b. Yield Strength: Specify a. Section Modulus: Specify 11. {)I () 15 or c a. Transmission: Allison MD3560, 5~speed automatic, electronic shift type. Provide water-to-oil cooler the radiator. Compliance Or Exception 10. DRlVE TRAIN: 9 Technical Specifications ~ a. Heater and Defroster: 40,000 BTU minimum, high capacity output. 17. EQUIPMENT: h. Disc wheels painted light (birch) gray. C-. g. Bumper painted light (birch) gray. f. Frame painted gloss black. c e. Packer body shall be painted glossy white with the "CITY OF OW ASSO" in 12-inch black letters on both sides. d. All exposed metal surfaces shall be similarly painted. c. Cab and Body: Apply a minimum of two (2) coats of finish paint. b. All surfaces shall be cleaned and degreased prior to application of one coat high quality primer that is compatib!e,with finish paint. a. Polyurethane enamel or acrylic; color glossy white. EXTERIOR PAINT: a. Manufacturer's standard factory undercoating with rust inhibitors. 15. UNDERCOATING: fill vented a. Minimum. capacity gallons, with drain plug, and steel braided fuel as required by the c. Compliance Or Exception ~o b. Front Tread Design: Highway: tread~ply rating, steel belted tubeless radials, ~ J3 t t D 6 tfSr 0 NiF 12 / 10 c c Compliance pr Exce12tion Technical Specifications b. The body must be installed by the truck chassis manufacturer so as to provide a complete vehicle with one product responsibility. c. Body must be in conformance with latest ANSI~5.1 recommended safety standards in effect on the aate of manufacture. a. Must be new. unused and of current year of manufacture. Body design must have been in production for minimum of two (2) years with over 50 units cUTI'ently in service. Prototype or test bodies are not acceptable. 1. BODY: SECTION II = PACKER SPECIFICATIONS a. Two (2) complete sets of manuals (operator. service and parts) shall be supplied with truck. 21. MANUALS: a. Vehicle shall comply with all federal D.O.T. standards and laws as well as comply with all state and local laws governing vehicle manufacturing and highway safety and load requirements. 20. SAFETY: a. Use no metric fittings or hardware. use Grade 5 (five) or above (domestic) nuts and bolts depending on application. HARDWARE: a. Heavy-duty 18. c. Fire Extinguisher: chemical b. High quality canlera located on rear of truck with monitor mounted in cab. capable of being viewed from both driving positions. for backing operations. II c c <:.. ~ Compliance Or E~tion Technical Specifications h. Packing operations shall be controlled by the operator and be fully reversible at any time during packing cycle. g. Packing Cycle Controls: Shall be a lever controlled; semi-automated split cycle operation, or automatic cycle with push buttons. f. Controls: Shall be located at the curbside, near the hopper opening. Hopper controls shall be weatherproof. e. Packer Panel: Shall be 1/4" steel plate. d. Tailgate shall be equipped with a rubber gasket at floor/body line. c. Tailgate shall include provisions to be held in closed position by means of an automatic or manual locking system. , . b. Tailgate should be raised by use of hydraulic cylinders. a. Type: Hinged at roof/body line to allow tailgate to be raised for ej ection of load. TAILGATE: Step rungs and handgrip shall be provided for ease of access. a. Shall be designed to provide easy access to electrical conduits, hydraulic reservoir, and ejection mechanism. MECHANICAL g, t'lOor: f. 11 e. KOor: II-gauge d. Volume: Minimum of 25 cubic yards. Body shall be constructed to allow high density loading of700 pounds per cubic yard minimum. Heavy-duty industrial packer. 12 c c ;0 /A- Compliance Or Exc~tion Technical Specifications c. Heavy-Duty Commercial Hopper: Bottom plat, minimum W'. b. Hopper Opening: Approximately 48" long x 80" wide. a. Hopper Capacity: Minimum 3,0 cubic yards. 5. HOPPER & CART LIFT: g. Ram automatically retracts at any point in compaction travel at two thousand four hundred pounds per square inch (2400 psi) hydraulic pressure, four hundred pounds per square inch (400 psi) below maximum override pressure to two thousand eight hundred pounds per square inch (2800 psi). f. Serrated teeth along top edge of RAM edge. e. Steel "sharks teeth" under breaker bar. d. Readily replaceable body breaker bar, with clearance over top of RAM at six (6) inches designed to absorb full thrust of RAM. c. Packer is guided through its rearward/forward travel on 0.50" thick x 2.50" wide chromium carbide wear bars on both the packer panel and the hopper. Packer wear pads are bolt on and replaceable. Compaction face pressure of eleven thousand 1,000) pounds per square foot. a. Compaction thrust of one hundred twenty thousand (120,000) pounds at two thousand eight hundred pounds per square inch (2,800 psi) hydraulic system pressure. RAM: 4. Automatic Throttle automatically adjusts seconds (maximum). J. Cycle Time: 1. Packer Mechanism: Shall be positive, instant stop control, capable of instantly stopping movement of packing by returning lever to neutral position or red emergency push button. 13 Technical Specifications ~~c/c 1) / 5' CD /U ;J i-?? rJ L:' J ;V;U G21/ j),~ .5 A;:2;: , c N" V .4 V/Ji)ljLJ~E frJ/L CAll; L-/ F'1lin [JJil~ !J2/A Ulbj Compliance Or Excention a. Unit shall be equipped with a complete hydraulic system. System shall control packer panel packing and sweeping operations, cart lifter operations and tailgate lifting and lowering operations. Hydraulic system shall include all line fittings, and,Cluicf. disconnect connections required for the cart HfteLspecified herein. The hydraulic system shall include all pumps, controls, reservoirs to be fully operational at the time of delivery. 8. HYDRAULIC SYSTEM: c. Ejector Panel: May be a free-floating mechanism or employ high-density polyethylene or metal wear shoes. Operation: Ejector panel shall be activated by a double acting hydraulic(s). Ejector panel shall traverse the entire length of packer body in a uniform, continuous motion. Load ejection by means of non-unifonn or repeated application of ejection panel pressure is not acceptable. a. Load shall be discharged by means a full ejection system. EJECTION SYSTEM: container lift or cart - - removal dumper or use swing away gate. c. Cart lifter system must be compatible with City of Owasso cart system (Poly-Kart). Bar spacing on existing cart system is: Bottom lift bar at 13-inches from ground, top lift bar at 33-inches from ground. a. Truck shall be cart Highlift or DUMPER: HYDRAULIC d. Single cart lifter on right side only. 14 Technical Specifications a. Mounting, testing, and painting shall be completed at the manufacturer's plant. 1 L INSTALLATION: a. Factory training at the City of Owasso by factory technical representative on service and operation of equipment at no extra cost to the City. (Minimum training time of two hours). a. Use no metric fittings or hardware, use Grade 5 (five) or above (dom~stic) nuts and bglts depending on application. t-VG CAN NoT C()NTtfJ lJEND (j,r,zs i?1V 10. TRAINING: FI oJ 7/flJ r;s f Jj IlrtD fA}!t/2 If'" f' Q;iJ Compliance Or Exception HARDWARE: f. Hydraulic Fittings: Shall meet or for design pressure. e. Reservoir: Shall be conveniently placed for the addition of fluid from ground level. with sight Reservoir: Hydraulic level gauge. shan Go 10 a 1 at b. Pump: Gear type, cast iron with roller bearings and shall incorporate a dry valve and constant flow valve. Pump shall be driven from the engine crankshaft with device that automatically disengage pump if vehicle engine speed manufacturer's recommended rpm. shall automatically resume operation resumption COMPLETE AND ATTACH THE NON-COLLUSION BID AFFIDAVIT TO BID. BID OPENING: JUNE 27, 2002 @2:00 P.M. (918) 272~7215 (918) 272~8896 Phone: Fax: P.O. BOX 1138 ONASSO, OK 74055 Address Compan:-y"-- u_._ ~ --- ~,.. ~~.. u~~, ~ 'J'j' f INC, PRESIDENT ,oh , I hereby acknowledge that I have the specifications and ,that I am. legally by statements on the Bid Proposal- Submittal Pages.. ' calendar days award. TIME OF DELIVERY: 2002 LODAL EVO~]\'lAG-'20 CAPERPILLA.:R. 3126 275 r:.TJ !'I.T,Tfnn rm 3060 ONE SEMI~AUTOMA TED SIDE-LOADER REFUSE COLLECTION VEHICLE " BID PROPOSAL - SUBMITTAL PAGE P.O. Box 1138 @ Owasso, OK 74055 @ (800) 798-3763 @ (918) 272-7215 CITY OF TULSA 918-596-7777 JOHN FOWLER LODAL-MAG-20 9/86 (2 TRUCKS) CITY OF OW ASSO 918-212-3459 ROBERT CARR OR JEFF IN SHOP LoDAL-MAG-20 A/88 LODAL-MAG-20 8/92 LoDAL-MAG-20 12/98 LoDAL-MAG-20 2/00 CITY oFOKMULGEE 918-756-4159 SAM MASON LoDAL-MAG-20 8/85 LODAL-MAG-20 2/89 LoDAL-MAG-20 4/94 CITY OF MOORE 405-793-5016 RICHARD SANDEFUR OR ANDY IN SHOP LODAL-MAG-20 2/90 (6 TRUCKS) LODAL-MAG-T28 3/02 (2 TRUCKS) CITY OF DEL CITY 405-671-2816 BILL GRAHAM OR DALWIN OR JOHNNY IN SHOP LODAL-MAG-20 11/84 LODAL-MAG-20 12/84 LODAL-MAG-20 1185 LODAL-MAG-20 1/90 LODAL-MAG-20 12/90 LODAL-MAG-20 1I92 LODAL-MAG-20 3/93 LODAL.MAG-20 t1l93 LODAL-MAG-20 7/96 LODAL-MAG-20 to/91 LODAL-MAG-20 12/00 (2 TRUCKS) LODALCLlENT Poly-Kart Sldelollderll illiams Refuse Equipment L;O~, In_~ '/*f:CI'/./~~i(f' (it( $p4(,: 1(;;1l/.flda:1Z;:(jJdU/<<'~ .. COMPLETE AND ATTACH THE NON-COLLUSION BID AFFIDA VIT TO BID. BID OPENING: JUNE 27, 2002 @2:00 P.M. Phone: (918) 272-7215 Fax: ( 918 ) 2 7 2 - 8 8 9 6 P.O. BOX 1138, OWASSn, OK 74055 Address WILLIAMS REFUSF. EQnIP~~ENT CO. f INC. Company PRESIDENT dA JU~/~~ Sign'ature DORIS L. 1:tiJILLIAl'1S ,-, . I hereby acknowledge that I have read the specifications and that I am legally bound by the statements on the Bid Proposal - Submittal Pages. . TIME OF DELIVERY: 150 calendar days from of award. Rf=CEIVED JUI 0 8 2002 BID PROPOSAL - SUBMITTAL PAGE ONE SEMI-AUTOMATED SIDE-LOADER REFUSE COLLECTION VEHICLE , 2002 LODAL EVO~T25 CATERPILLAR 275 HP wi.th MD.-3560 BID OPENING: JUNE 27,2002 @2:00 P.M. COMPLETE AND ATTACH THE NON-COLLUSION BID AFFIDA VIT TO IUD. Phone: (918) 272~7215 Fax: (918) 272-8896 P.O. BOX 1130, OWASSO, OK 74055 Address v'JILLIAMS REFUSE EQUIPr1ENT CO. v INC. Company PRESIDENT Title ,a~~~~ Si~ature DORIS L. 1i'lILLIA.l\1S ' <1..M" I hereby acknowledge that I have read the specifications and that I am legaUy bound by the statements on the Bid Proposal - Submittal Pages. . calendar days date of award. TIME OF DELIVERY: 1.00 ONE SEMI-AUTOMATED SIDE-LOADER REFUSE COLLECTION VEHICLE 2002 LODAL EVO-T28 CATERPILLAR 275 HP with MD 3560 BID PROPOSAL - SUBMITTAL PAGE We also believe repair parts would be more readily available for the Crane Carrier truck, as has been for the International trucks. Most of these parts are available locally from a number of different suppliers; whereas, the Lodal parts are available from one supplier only, and in most cases are shipped to us from Michigan or over seas (Le., since July 8, we have been waiting for the hydraulic tank for the 2000 Lodal which as of this date has not shipped). This not only delays repair, but increases cost due to shipping. This additional shipping cost helps explain the "cost of parts" study that was done between the years 1992 and 1998. The study revealed a parts cost per mile oftlle 1984 International refuse trucks of $0.209 and $0.162. The International and Crane Carrier trucks are equ.ipped with a PTO/Hydraulic pump combination system which is engaged and disengaged by the operator. We believe this type of system produces less wear on the hydraulic lines, connections and controls. Our experience has been that the continuous pressure type system which is used by Lodal is more likely to leak. Ou.r experience has been with Lodal and International refuse trucks. However, there are similarities between the International and Crane Carrier trucks. Both the Crane Carrier and International have the same type of drive train, which consists of a transmission, drive shaft and rear drive axel. The Lodal is a more complex front wheel drive system with the transmission, transfer case and differential aU located in the front ofthe vehicle. This complex front wheel drive configuration oCthe Lodal requires additional service. The front wheel drive style has more parts to wear and replace, or at least inspect. Additionally, the drive tires wear the fastest on most refuse trucks. Since the drive wheels on a Lodal are also the steering tires, they must be replaced with new tires instead of less expensive recaps. State law does not allow recaps as steering tires. Vehicle maintenance staff has reviewed the proposals from Crane Carrier and Lodal and offer the following remarks. White, , Public MEMORANDUM cost In summary, the vehicle maintenance staff believes the Crane Carrier vehicle with a conventional rear wheel drive configuration, controllable hydraulic system, locally available parts will considerably decrease vehicle downtime. to the opportunity to the vehicle, The 1988 and 1992 Lodal trucks parts cost per mile was $0,483 and $0.680, I cannot further elaborate on this study because it was done prior to my employment. I can only supply the cost numbers which I have attached, 0':: en lO co M N "'" W (:) (:) (:) o.w (:) ~ (:) O'::..J ci (:) ci 0- m:'i: <c ..J """ 00 """ 0':: en N M W (:) (K) CO tl.W ~ '<F' ~ !-:! (:) 0 0 oo:'i: 0 0 0':: (:) lO "'" COWe> (K) "'" m ~!-Z 0 (:) m en 0 M "",W- (K) (K) m ':'i: 0 00<c WOW 000':: 0'::00 ~C\l..-(j)","(j)"," en ","MCOOlO..-CO N (j)C\lC\lCOCO'F'"," lO 'F'..-~M(v)COlO (K) MC\l "-'F'C\lM lO CO(v)C\l~lO..-"," (V) 00':: N "'" ..... ..- ..... 'F' "'" m:::l <cO ..J::l: 000':: en ~ 'F" !-<c N .... 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Z ..J Z ..J 0 ..J ::> 0:: U 0 ..J 0 U. ~ ::l: ~ ::l: 00 ::l: W U 00 W 00 W CO w en O'l O'l en 0':: w '<F' :> ..... :> ...... :> en ~ 00 en o;t 10 0000000 e 0000000 C! t.r.ir--:cO..tmNt.r.i 00 f'-.f'-.COO<O(j)CO 00 C\lcoo;tO(j)(V')o;t o;t 'F''F'(V')f'-.LDCO CO M C\I(V')"<tLD<Of'-.CO (j)(j)(j)(j)(j)(j)(j) (j)(j)(j)(j)(j)(j)(j) 'r"""r"'~...--r-~"r"" ..J <3: .... 0 a .... LU 0 ..J ..J U N ::r:: m LU m 'F' :> """'COOf'-.O'<:tO e f'-.<OLDf'-.LD(j)C\I M o;t 0) 00 an <0 10 .... e co <0 ci <0 i' e e ci Letter from City of Tulsa Water Rate Change Comparison Chart ATTACHMENTS: The monthly cost of the proposed rate increase to the average customer who uses 7000 gallons of water per month is 84 cents. The annual increase would be $10.08. The total utility bill from the OPW A to an average customer for water, wastewater, refuse and ambulance would increase from $57.33 to $58.17. (Based on an average customer using 7000 gallons of water and 5000 gallons of sewer per month.) In 1999, the City Council and OPW A Trustees established water rates to customers residing outside the Owasso city limits at 20% more than the rate inside the city. Staff will recommend maintaining that 20% difference. The proposed new rate for rural customers would change the base minimum fee for 1000 gallons of water from $9.00 to $9.14. The volume charge per 1000 gallons of water would change from $3.84 to $3.98. Staff will recommend rate increases to customers inside the city limits equal to the twelve cent increase from Tulsa. The proposed new rate would change the base minimum fee for 1000 gallons of water from $7.50 to $7.62. The volume charge per 1000 gallons of water would change from $3.20 to $3.32. The last water rate increase was two years ago. At that time, Tulsa increased rates by fourteen cents and the OPW A increased rates by twenty-eight cents providing additional operating funds for the OPW A. The Owasso Public Works Authority purchases treated water from the City of Tulsa. Notice was received from the City of Tulsa that, effective October 1, 2002, water rates will increase from $1.86 to $1.98 per 1000 gallons. In order to maintain an adequate operating budget in the OPW A, that twelve-cent rate increase should be passed on to the OPW A water customers. BACKGROUND August SHERRY BISHOP FINANCE HONORABLE CHAIR AND TRUSTEES OW ASSO PUBLIC WORKS AUTHORITY TO: MEMORANDUM Attachment MLB:sb Mike L. Buchert Assistant Public Works Director Sincerely, J1l0~- If you have comments about your specific utility charges, please write to me at the above address, telephone me at (918) 596-7274, or attend a meeting on Friday, May 17,2002, 1:30 p,m, in Room 1101, City Hall, 200 Civic Center, Tulsa This letter is to notify you that the City of Tulsa is proposing changes in the City utility rates as attached. If approved by the Tulsa Utility Board and City Council, the new rates would appear on your bill after November 1, 2002. Dear Utility Customer: City of Owasso Mr, Robert CmT, Public Works Director P. 0, Box 180 Owasso, OK 75055-0180 RECEIVED MAY 1 3 Z002 Y;1~lfi~I~~ ..'...j<!J-'-'='"'~'..,'-~~"';'\ ~tll ;"~~l 'j')11 ~'!-j -- . ---- '" (j 'j' ..".-:::( -~. ~~ ~l ~ ~~,o f) -./' 'K' -(),:., 'r- ....., \\ / 0[Sj~ c)~v 9180596.7274 74103 DEPARTMENT OF PUBLIC WORKS 200 CIVIC CENTER . TULSA, OKLAHOMA OFFICE OF ASSISTANT DIRECTOR 1.98 1.86 38.01 18 84.16 116.30 58.13 80.84 109.16 7.06 10.00 6.50 ~ Page 1 05/09/02 Volume Charge ($/1,000 gallons) Master Meter - Permanent 4.0" 6.0" 8.0" 10.0" 1.0" "j,5" 2.0" Utility WATER UTILITY RATE USTMENT o ~ o ,.... ~ o C\l ~ o Ct') ~ o '<:t ~ o 1.0 ~ o CD ~ o I'-. ~ o 00 ~ o 0) ~ b, b, <ll <ll 11i ~ 5: (/J W en ((j ((j ell rn '~: ;~)~>~)i)i::;( /i)(i~i (ij ,- - - C 0 CD "0 <D 0 ,- 1U w m ..... ~ a:: I- '0 m :>. <D en c.. b, ,- 0 b, Q) E a. Q) 5: 0 E ~ Q) ~ '- (/J "I- !l. (/J <<h D 0 ffJ ((j '5 ((j <D rn rn C 1U 0 0 0 .- a:: 0 0 fI) q o. ~ .... (1) r-. !i) c ,- ~ C) (,) '- :l !... 0 t: (') "I- [iliJ m ~ ,- J: .c - :>. 0 :E - (1) c (') ...... E m (ij a: '- '- Q) - <ll 5: (') CD 11i Q) l- I- 5: ffJ ell en Q) Clj <Ii (/J ((j (U ...... :J ell 0') m 5: 0 0 5 0 0 0 q ri C\I The Bond Project Fund will request a $10,000 canyover budget supplement to finalize outstanding contracts on the City Hall construction project. The Ambulance Capital Fund will request a $160,000 carryover budget supplement. The new ambulance was budgeted for FY 2002, but was delivered during FY 2003. Five projects budgeted in the Capital Improvements Fund of FY 2001-02 are expected to continue into this year and have unexpended funds that should be carried over to supplement the FY 2002-03 budget. That calryover request totals $406,774. The General Fund has a total of $887,822 in budgeted but unexpended funds remaining from the 2001-02 budget. Of that amount, $568,734 is eligible for carryover budget requests. (Funds from personal services line items normally are not eligible for calryover.) The detail of each department request will be provided at the Council work session on Tuesday evening. COMMENT: The canyover budget promotes a philosophy of "save and invest it" rather than "spend it or lose it." Managers who save money from last year's budget are rewarded by the possibility of a carryover appropriation to the new fiscal year budget. This is the tenth year for the City's managers to operate under a carryover budget concept. Traditional public sector budgets "reward" the expenditure of all of the funds under a manager's control and "justify" an increasing level of appropriations in subsequent fiscal years. Efforts to be efficient and save money often are "rewarded" by a reduction in future budgets. In 1993, the City Council adopted a "Canyover Budget Policy." Each year since then, the City Council has approved a "calryover" supplemental appropriation. A "carryover" budget is a concept wherein budgeted, but unexpended, funds from one fiscal year may be re-budgeted (appropriated) to the next fiscal year, The goal of a calryover budget is to encourage economy and efficiency in the use of public funds. BACKGROUND: SHERRY BISHOP FINANCE DIRECTOR FROM: HONORABLE MAYOR AND CITY COUNCIL CITY OF OW ASSO TO: MEMORANDUM Because these items exceeded the City Manager's previous spending limit of $5,000, staff is bringing this item to you in a work session as an information only item. Both the Parks and Support Services Departments are prepared to move forward with the purchase of these vehicles without placing the purchases as individual action items on the Council agenda unless there are concerns. The purchase price for each mower is $6,749. As mentioned earlier, the Parks Department has $7,200 within its Capital Outlay line item (01-515-54400) and the Support Services Department has $8,500 within its Capital Outlay line item (01-181-54400) in order to accommodate these purchases. After testing several different models, and considering the task in which it would be used for as well as the cost, both departments believe the Gravely mowers through Bailey Equipment of Owasso to be the best suited to the task and for the price. Each mower would be equipped with the following: lID Production-type 260z hydrostatic drive lID Kawasaki Ohv gas-25 HP 2-cyl air cooled @ Cutting width of 60 inches lID Electric start lID Hydrostatic drive zero radius tum @ 9.0 gallon gas tank lID Cutting height system is hydraulic @ Deck construction 1 O-ga/7 -ga spindle reinforcement lID Safety features Operator Presence Interlock System with ROPS BACKGROUND Both the Parks Department and the Support Services Department FY 2002-03 budgets contain funding for the purchase of mowers. In order to review and test all equipment, Mr. Warren scheduled a "Demonstration Day" with vendors so that the mowers could be tested by the employees that would be using the equipment to complete their daily work assignments. Notices of the "Demo Day" were mailed out to local vendors and suppliers, inviting them to participate, and a total of three vendors participated. Those vendors were Smith Farm and Garden, Standard Auto Supply of Owasso, and Bailey Equipment of Owasso. August 2002 DATE: LARRY WHITE TIMOTHY ASSIST ANT CITY THE HONORABLE MAYOR AND COUNCIL CITY OF OW ASSO TO: MEMORANDUM