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Home My WebLink About8 - CSAH 21 Plans & Cooperative Agreements AGENDA NUMBER: PREPARED BY: SUBJECT: DATE: INTRODUCTION: BACKGROUND: DISCUSSION: HERITAGE 1891 COMMUNITY 1991 W-J$% 2Q91 8 LARRY J. ANDERSON, DIRECTOR OF PUBLIC WORKS CONSIDER APPROVAL OF PLANS & COOPERATIVE AGREEMENTS FOR CSAH 21 FROM QUINCY STREET TO COUNTY ROAD 82 & ADOPT RESOLUTION 90-52 NO PARKING OCTOBER 1, 1990 The purpose of this Agenda item is to approve the roadway and bridge plans for CSAH 21 from Quincy street to County Road 82. In addition, a "No Parking" resolution is proposed for the same section of the roadway. Scott County has prepared plans and specifications for the CSAH 21 roadway and bridge. City Staff has, on several occasions, met with the County Staff during the design process. On July 1l, 1989, a workshop was conducted with the City Council on the bridge design. County staff has met with the residents in the project area. City Staff and some City Counci1members were involved in meetings with the residents too. At the workshop, there was discussion concerning constructin9 a public road to provide access at one pOlnt to the Grainwood residents. Since that time, Staff has received a petition with the majority of signatures indicating that they do not want the public road. The plans provide inidividua1 driveway access to County Road 21 for the Grainwood residents. Scott County has acquired the right-Of-way for all the parcels except for two which are under condemnation proceedings. The plans are available at the Public Works office for review. City staff will review the plans at the meeting. The majority of the funding for the bridge is with Federal monies. This project competes with other state wide projects for funding. Scott County Staff and City Staff are hopeful that funding will be in place for Spring, 1991 roadway construction and for Fall 1991 bridge construction. The bridge would then be constructed in the winter of 1991-1992. The City portion of the cost of the project is estimated to be $355,121.41. The detailed 4629 Dakota 51. 5.E., Prior Lake, Minne5ll>ta 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 RECOMMENDATION: breakdown is included in the attached Cooperative Agreement. The breakdown of those costs is for the roadway and for the bridge. The costs in the Cooperative Agreement include the normal cost associated with other County projects as outlined in the County cost participation policy. The major City cost on the bridge is associated with the extra width for the sidewalk and the pier design which is consistent with a modern bridge versus exposed piling. staff negotiated with the County on the cost participation for the project and feels cost split between the City and County is equitable. An example is the County is paying for the retaining walls which cost $l45,OOO.00. The City has a Federal Aid Urban (FAU) Account. Depending on funding, the City m~y receive between $16S,OOO.00 to $315,000.00 ln FAU Funding. The balance would be paid from the Construction Fund. The amount will be determined upon plan approval and the amount of funds available. Attached is Resolution 90-52 establishing "No Parking" on this section of the roadway. The recommendation is to approve the plans and specifications, Cooperative Agreement No. 21-900l, and to approve Resolution 90-52. The alternatives are as follows: ALTERNATIVES: 1. Approve the recommendations as this will allow the project to be completed pending Federal Funding. 2. Table this item for a specific reason. 3. Disapprove the recommendation. FINANCIAL IMPACT: The project will be paid from a combination of FAU Funds and Construction Funds. The amount will vary depending on the amount received from FAU. This amount will be known once Federal plan approval and funding is available. ACTION REQUIRED: The action required is as follows: 1. Make a motion to authorize the City Engineer to sign the plans. 2. Make a motion to authorize the Mayor and City Manager to sign Cooperateve Agreement No. 21-9001. 3. Make a motion to approve 90-52. Resolution HERITAGE 1891 COMMUNITY 1991 1fTJS()J1;/' 2Q91 RESOLUTION 90-52 A RESOLUTION RELATING TO PARKING RESTRICTIONS ON COUNTY STATE AID HIGHWAY 21 MOTIONED BY SECONDED BY WHEREAS, Scott County has planned the improvement of CSAH 21 from 500 feet north of 154th street to Quincy street; and WHEREAS, Scott County will be expendin9 the County State Aid Funds on the improvement of thlS Highway; and WHEREAS, this improvement does parking on both sides of proposed construction as project must therefore parking restrictions; and WHEREAS, the extent of these restrictions that would necessary prerequisite to the approval of construction as a County State Aid project in the has been determined. not the a be provide adequate width for street, approval of the County State Aid Highway conditioned upon certain be a this "City" NOW THEREFORE BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF PRIOR LAKE, MINNESOTA, that the "City" shall ban the parking of motor vehicles on both sides of S.P. 70-62l-06 and S.P. 70-621-07 at all times. Passed and adopted this th day of , 1990. YES NO Andren Fitzgerald Larson Scott White Andren Fitzgerald Larson Scott White David J. Unmacht City Manager City of Prior Lake {Seal} 4629 Dakota 51. 5.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245 Agreement No. 21-9001 State Project No. 70-621-06 state Project No. 70-621-07 CSAH 21 City of Prior Lake County of Scott CONSTRUCTION COOPERATIVE AGREEMENT THIS AGREEMENT, Made and entered into this ____ day of ___, 19__, by and between the County of Scott, a body politic and corporate under the laws of the state of Minnesota, hereinafter referred to as the "County" and the City of Prior Lake, a body politic and corporate under the laws of the state of Minnesota, hereinafter referred to as the "City". WITNESSETH: WHEREAS, The County and the City have been negotiating to bring about the improvement of County State Aid Highway No. 21 from 500 feet north of 154th Street to QUincy Street (Engineer's Stations 27+46 to 61+00) as shown on the County Engineer's plans for State Project No. 70-621-07 which improvement contemplates and includes grading, aggregate base, bituminous surfacing, drainage, landscaping and other related improvements; and WHEREAS, The County and the City have been negotiating to bring about the replacement of Bridge No. 5241 over Prior Lake (Engineer's Stations - 1 - Agreement No. 21-9001 56+80.68 to 57+84.13) as shown on the County Engineer1s plans for State Project No. 70-621-06 which improvement contemplates and includes bridge removal, bridge construction and other related improvements; and WHEREAS, The above described projects lie within the corporate limits of the City, and WHEREAS, The County Engineer has heretofore prepared an engineer1s estimate of quantities and unit prices of material and labor for the above described projects and an estimate of the total cost for contract work in the sum of Two Hundred Thirtv-seven Thousand Eiqht Hundred Thirtv-six Dollars and Fortv-eiqht cents ($237.836.48) for SP 70-621-07 and the sum of One Hundred Seventeen Thousand Two Hundred Eiqhtv-four Dollars and Ninetv-three cents ($117.284.93) for SP 70-621-06. A copy of said estimate (marked Exhibits "A" and "B") are attached hereto and by this reference made a part hereof; and WHEREAS, It is contemplated that said work be carried out by the parties hereto under the provisions of M.S. Sec. 162.17, Subd. 1. NOW, THEREFORE, IT IS HEREBY AGREED: I The County or its agents will advertise for bids for the work and construction of the aforesaid Project Nos. 70-621-06 and 70-621-07, - 2 - Agreement No. 21-9001 receive and open bids pursuant to said advertisement and enter into contracts with the successful bidders at the unit prices specified in the bid of such bidder, according to law in such case provided for counties. The contracts are in form and include the plans and specifications prepared by the County or its agents, which said plans and specifications are by this reference made a part hereof. II The County shall administer the contracts and inspect the construction of the contract work contemplated herewith. The City Engineer shall cooperate with the County Engineer and his staff at their request to the extent necessary, but shall have no other responsibility for the supervision of the work. III The City shall reimburse the County for its share in the construction cost of the contract work for said projects and the total final contract construction cost shall be apportioned as set forth in the Division of Cost Summary in said Exhibits "A" and lIB" attached hereto. It is further agreed that the Engineer's Estimates referred to on Page 2 of this agreement are estimates of the construction cost for the contract work on said projects and that the unit prices set forth in the contract with the successful bidder and the final quantities as measured by the Engineer shall govern in computing the total final contract construction cost for apportioning the cost of said projects according to the provisions of this paragraph. - 3 - Agreement No. 21-9001 IV In addition to payment of the City's proportionate share of the contract construction cost, the County and the City further agree to participate in the Preliminary Engineering, which includes all costs of planning, design and preparation of plans and specifications, in an amount of eight percent (8%) of the cost of construction. The County and City further agree to participate in the construction engineering, which includes the complete staking, inspection and supervision of the construction, in an amount of five percent (5%) of the final contract amount. Participation of engineering costs by the city shall be the same percentage as the total construction participation. The cost of the items in which the County shall participate shall be based on the unit prices in the contracts and the final construction quantities as determined by the Project Engineer in charge. v The County and the city shall participate in the cost of the storm sewer construction as per recommendation of the Hydraulics Engineer of the Minnesota Department of Transportation and the Scott County Highway Department's "Policies for Cost Participation with Municipalities" dated March, 1986. VI Upon completion of the storm sewer work, the County shall maintain and repair said County Highway storm sewer system within the County Highway - 4 - Agreement No. 21-9001 right-of-way and storm sewer outlet pipe and associated items at the sole cost and expense of the County except as follows: The City shall at its own expense, maintain and repair new and existing City storm sewer systems connected to the County storm sewer system and/or located within the County highway right-of-way. VII The city shall, based on the contract price, deposit with the Scott County Treasurer ninety percent (90%) of the estimated City's share of the construction and engineering costs as partial payment within thirty (30) days after award of contract and execution of this Agreement, whichever is later. The remaining amount of the City's share of construction and engineering costs of these projects shall be paid to the County upon completion of the projects and submittal to the City of the County's final, itemized, statement of the project costs. In the event the partial payment exceeds the city's share of these final costs, such overpayment shall be returned to the City by the County. VIII The County Engineer shall prepare monthly progress reports as provided in the specifications. A copy of these reports shall be furnished to the City upon request. - 5 - Agreement No. 21-9001 IX All records kept by the city and the County with respect to these projects shall be subject to examination by the representatives of each party hereto. x The County reserves the right not to issue any permits for a period of five (5) years after completion of the projects for any service cuts in the roadway surfacing of the County Highway included in these projects for any installation of underground utilities which would be considered as new work; service cuts shall be allowed for the maintenance and repair of any existing underground utilities. XI The city agrees that any City license required to perform electrical work within the City shall be issued to the Contractor or the County at no cost to the contractor or the County. Electrical inspection fees shall be not more than those established by the state Board of Electricity in the most recently recorded Electrical Inspection Fee Schedule. All fees, permits, bonds, etc., shall be issued to the Contractor or the County at no cost to the Contractor or the County. XII The City shall install, or cause the installation of an adequate three wire, 120/240 Volt, single phase, alternating current electrical power connection to the street lighting at the sole cost and expense of the City. - 6 - Agreement No. 21-9001 The City shall provide the electrical energy for the operation of the lighting system to be installed along County state Aid Highway No. 21, all at the sole cost and expense of the City. XIII The City shall, at its own expense, remove and replace all City owned Signs that are within the construction limits of these projects. XIV Upon completion of these projects, the County, at its expense, shall place the necessary signs and the city, at its expense, shall provide the enforcement for the prohibition of on-street parking on that portion of County state Aid Highway No. 21 constructed under these projects. No modification of the above parking restrictions shall be made without first obtaining a resolution from the County Board of Commissioners permitting said modification. xv Neither the County, its officers, agents or employees, either in their individual or official capacity, shall be responsible or liable in any manner to the City for any claim, demand, action or cause of action of any kind or character arising out of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of the hereinbefore described maintenance, restoration, repair or replacement work by the City, or arising out of the negligence of any contractor under - 7 - Agreement No. 21-9001 any contract let by the city for the performance of said work; and the city agrees to defend, save and keep said County, its officers, agents and employees harmless from all claims, demands, actions or causes of action arising out of negligent performance by the City, its officers, agents or employees. ~I It is further agreed that neither the City, its officers, agents or employees, either in their individual or official capacity, shall be responsible or liable in any manner to the County for any claim, demand, action or cause of action of any kind or character arising out of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of the hereinbefore described maintenance, restoration, repair or replacement work by the County, or arising out of the negligence of any contractor under any contract let by the County for the performance of said work; and the County agrees to defend, save and keep said City, its officers, agents and employees harmless from all claims, demands, actions or causes of action arising out of negligent performance by the County, its officers, agents or employees. XVII It is further agreed that each party to this agreement shall not be responsible or liable to the other or to any other person whomsoever for any claims, damages, actions, or causes of actions of any kind or character arising out of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of any work or part - 8 - Agreement No. 21-9001 hereof by the other as provided herein; and each party further agrees to defend at its sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of whatsoever character arising in connection with or by virtue of performance of its own work as provided herein. XVIII It is further agreed that any and all employees of the City and all other persons engaged by the City in the performance of any work or services required or provided herein to be performed by the City shall not be considered employees, agents or independent contractors of the County, and that any and all claims that mayor might arise under the Worker's Compensation Act or the Unemployment Compensation Act of the state of Minnesota on behalf of said city employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said City employees while so engaged in any of the work or services provided to be rendered herein shall be the sole responsibility of the city shall in no way be the obligation or responsibility of the County. Any and all employees of the County and all other persons engaged by the County in the performance of any work or services required or provided for herein to be performed by the County shall not be considered employees, agents or independent contractors of the City, and that any and all claims that mayor might arise under the Worker's Compensation Act or the Unemployment Compensation Act of the state of Minnesota on behalf of - 9 - Agreement No. 21-9001 said County employees while so engaged and any and all claims made by any third parties as a consequence of any act or omission on the part of said County employees while so engaged in any of the work or services provided to be rendered herein shall be the sole responsibility of the County and shall in no way be the obligation or responsibility of the City. XIX The provisions of M.S. 181.59 and of any applicable local ordinance relating to Civil Rights and discrimination and the affirmative action policy statement of Scott County shall be considered a part of this agreement as though fully set forth herein. - 10 - Agreement No. 21-9001 state Project No. 70-621-06 state Project No. 70-621-07 CSAH 21 city of Prior Lake County of Scott IN TESTIMONY WHEREOF, The parties hereto have caused this agreement to be executed by their respective duly authorized officers as of the day and year first above written. CITY OF PRIOR LAKE (SEAL) By Mayor Date And city Manager Date APPROVED AS TO FORM: By City Attorney Date COUNTY OF SCOTT ATTEST: By County Administrator By Chairman of Its County Board Date Date Upon proper execution, this agreement will be legally valid and binding. By County Attorney RECOMMENDED FOR APPROVAL: Date By County Engineer Date APPROVED AS TO EXECUTION: By County Attorney Date R90544/AGRMT2 04/09/90 Rev. 09/25/1990 - 11 - { +~ ,,' '+-' ~= (13 -r ::;r-'L I T L_ : . ~-f ! LI I (--\ --; UNIT : fdl/.'HEf) scon COUNTY SPEC. ITEM UN:T 1"11 L Clrf Of PilIOR IAKr HrNNfPOI COUNTY ; KUMIlDl ! ! ~ f:STI:I4#'~ If-r. r Plu-r MOUN I I PARJ; REs~vr i . , , , t OUANTlTY QUANTITY i QU<'\NTlTY ; QUiJHlTlLS I , ,.. AM::>lINT ~ AMOUNT .. ~OUNT 2021.501 WOBlUZATION LUWP SUW l.00 ~7 1.0.00 57 120.00 I 000 000 0.00 0.00 1.00 100.00 57 120.00 _'.&01 10m y) U\CJI 100 . 000,00 ~ 000.00 I O.DO 000 0.00 0.00 1.00 10000 1.000.00 210UII CUARING.t.. GRUBBING LUWP SUW 1.00 5000.00 5000.00 I 0.00 000 0.00 0.00 100 100.00 5 000.00 2104.501 REWOVE PIPE LIM fT. 38100 10.00 3 810 00 0.00 0.00 000 0.00 S81.00 100.00 3 110.00 2104.509 RfWOVl: CI\ TCH BftSINMANIIOLE fAC!I 300 250.00 7SO.00 0.00 0.00 0.00 0.00 3.00 100.00 750.00 2105.501 OOIIIWOH EXCAVATION (1') CII.YD. 21058.00 1.50 31587.00 000 0.00 0.00 000 21 05Il.00 100.00 31 587.00 2105.505 ItIl1CIt DCCI\VATJON CO YD. 1291600 .SO 58 122 00 0.00 000 000 0.00 12 916.00 100.00 58 122.00 2105.521 GRAIrolAR BORROW (C.V.) CII.YD. 9 306.00 3.50 32571.00 I 000 000 0.00 0.00 9306.00 100.00 S2 571.00 2105.522 SD..ECTGlWfUL\R BORROW (C.V.) (P) CU. YD. U 730.00 3.90 5HH.00 I 000 000 000 0.00 If no.oo 100.00 f7 "7.00 I 2105.523 CIOtooIWCltI BORROW !C. V.) II') CO. YD. 2 115.00 . 3.00 6,525 00 I 0.00 0.00 0.00 0.00 2 175.00 100.00 6.525.00 105.6011 BRIDGE APPROACH ~nuNT L llWP SOW 1.00 20 000.00 20 000.00 0.00 0.00 0.00 000 1.00 100.00 2lI 000.00 2211.501 ACGJU:G.\ Tf BASE Cl.ASS 5 TON 15652.00 I ...0 6886880 000 000 0.00 0.00 15652.00 100.00 68 11.1.10 I 2331.. TYPE" WI!:.t\R/NO COORSE MlXTURE TON I ~61.00 2000 31 220.00 0.00 000 0.00 000 I 561.00 100.00 31 2211.00 c_ .. 233UIO TYl'E II BlHDm COURSE WXTURr TOft I '10.00 18.00 ~80.00 000 0.00 0.00 0.00 I 110.00 100.00 25 380.00 2331.51. TYl'E 31 BASE COURSE WIXTORE TON I '26.00 1700 2.2.2.00 000 0.00 0.00 0.00 1 '26.00 100.00 2. 212.00 101.606 RllIUItG COItCRETE (3XU) CII.YD. .~.oo ??Oo).00 18 000.00 I 0.00 0.00 0.00 0.00 .~.oo 100.00 ' II 000.00 : 2402.513 ORNAWENTAl. YE:TAl. RAILING LIM. fT. '56.00 I 6~.00 296'0.00 70.13 15.15 .~58.'~ 0.00 0.00 3115.87 84.85 25.081.55 i 101.60S BUS!Il'IAI.o.fDUlllllEA DmfT SO. fT. I 3371.001 270 9 10170 3311.00 100.00 9101.70 0.00 000 0.00 0.00 0.00 I 2411.501 I STRUCTIJRAl. CONCRETE (1M3) CO. YD. I 302.00 I 110.00 54 :160.00 I 0.00 0.00 0.00 0.00 302.00 100.00 54 360.00 2'11.501 I STRUCTURAL CONCRETE (:rt43) CO. YD. , 31000 240.00 9. 200.00 0.00 0.00 0.00 0.00 310.00 100.00 '1 200.00 I 2.5UOI I STRUCTURAL l:XCAVAnon CLASS U CO. YD. I 318.00 7.00 I 2 .:tci.OO I 0.00 0.00 I 000 000 SoUl.OO 100.00 2 '''.00 f2'U.UI! JU:INPCRCDoIDlT lIARS I LB. I 20 870.00 0.50 104:15.00 0.00 0.00 I 0.00 0.00 20,870.00 100.00 10 'M.OO 2.11.5.1 RDHf0RCD4DlT BARS {EPOXY COATfI>1 , LB. I 42942.00 0.69 25,755.20 I 000 0.00 I 0.00 0.00 .2 912.00 100.00 25 765.20 I 2411.142 DCTmD HfADIlVX SnWCTUIl.E I LllWP SUN I I~~ E....~~ ;---Y..!!OOO I 0.00 0.00 I 0.00 0.00 1.00 100.00 U 000.00 L .11..01 PR!:CI\CT W4IONRY RUAININQ WALL I eq.n. I 720.00 1400 _ 10,eoo. 00 T 000 0.00 000 0.00 72000 100.00 10 800.00 ! 2'U.50! IIDdOV!: !I1l.lfO. ~.2.1 .t.llfT WAtLS I LUMP SUN 100 SO. 000 00 I SO.()(lOOO 0.00 0001 ~ 0.00 0.00 1.00 100.1'0 I SO 000.00 I 2501.515 15. R.C. P1?E APR:ms WITII $AfITY GUARD I EACH ! 600 i 500.00 3000.00 300 SO.OO 150('.00 I 000 0.00 3.00 ~.co I I 500. Oil : 2501.515 18. R.C. PIPE APRONS WITlI SAffTY GUARD EACH 200 ; 63000 I 250 00 l.00 50.00 6SO.00 I , 0.00 0.00 1.00 50.09 630.00 i 2501.515 21' R.C. PIPE: APw.:>NS wrn: SAITTY GUARD I UI-W I 100 740.00 7.0.00 0.50 50.00 370.00 I I 000 i 0.00 0.50 50.00 370.00 ' ~1.515 2(' R.C. PIPE APR::>l(S WlTlI SAfETY GUARD , EAC:H , 300i d~O.OO 2 550.00 1.50 50.00 1275 00 i 0.00 ! 0.00 1.50 5O.CO I I 275.00 , I 2503.511 15. R.C PIPE SEWEll CLASS IV 'IN n. , ~o.ooo; 2600 270.000 I 520.00 : 50.00 I 1352& OJ ' I C.OO I 0.00 ~20.00 I so 00 , 13 520.00 ~ ~511 i 18. R.C. PIPE SEWm, ctASS 1'1 ----~~u:~...!:.!.:_._~___27O~-~l!O__t_-- 8,10000_L :'5 00' 50 00 i '05&.00 ~ I 000 000 135.00 50.00 i . fI5O.oo I 2'0'-'11 , 21. R.C. PIPE srwm. C"..ASS 1\1 I lIN.~T' 6700i 34.001 2278001 33.50 i ~o 00 ; 1139.0C' , 0.00 0.00 33.>6 50.00 I 1139.00 I I 2503.511 I 2(' R.C. PIPE SEWm. ClASS IV , LIN fT ~52.00 I 3~.00 I 20.97600 I 276 00 ; 50 VO I 1O.~ 00 ' &00 0.00 276.00 50.00 10.(~.00 2506.506 ! CON~TIl.UCT NANHOU:, DES. A OR f UN. n. !5.76 I l~~ 00 i 2,"280 I l.8e ; 50.00 ' 122UO, 0.00. CHIC 7.Ge 50.00 : 1,221.40 ; ~o..~ I =oNSTRlfCT MANHOl.E. DU. 60-.020 : UN. fT. , 106. , moo: 164~2(l1 532 so 00 I aU.60 I I 000' 000 I 5.321 50.00 12..~ : 250\\.507 I :::otISTRUCTCATCH BASIN, DE:S. CORG UN. fT. I '12.17 ' 155.00 11,232.85 . 35.2. : ~o.oo I ~15..3 I 0.00 I 0.00 i 35.24 I SO.OO ~ 616." I 2S06.507 ; ODNSTRUCT CATCH RUIN, DES. A OR f , 15500 I 11610.)5 : 24 7~ i 5O.JO i 3835.43 : I 2usI ! LUI. fT , .,.., C.OO i 0.00 I 50.00 3 835.4t I I RL:'OJIlSTRUCI MAtlF.Oi-E ; 200.00 ! I 943 I ' 2~06.51J . U/( fT. , 16 8~ ~J70 O~ : U3' ~0.00 : 1865.00 i ooa I COO, SO.OO I 815.00 ! 2506.111 I CAS fING ASSDofBLlU I EileH , 3100 . .l(l0 00 ' ~.~~-~~- 1 ~1IO : SI:.OU ' 4eco 00 , I 0.00 I 0.00 I le- 00 r MO"lI .,!lOO.OO I I 2506.522 I ADroST fRAM!: ".ND P.!NO CAHlNG ! L~CH .. ,~. __~.____~,_'[l-O~ , , C.OO; ~ OC ! , 000 ! 0.0, I .00' 100.00 I . 6010.00 5lN.&Il2; Rn.XAIT ~AmTARY SEWm CUAN-:>UTS f'.ACfl 2 [1(1 ~(>(' 00 on 00 0 iX, :oe I 5N.602 I ilL-JUST WATtR VALve &:>x ~':II 6 uv i.?~~0___1{u "'u I l'.~'1J (r,v. ~U02 i RE!.OCA TE: WI> TfR SERVICE c')'mrCTlONS _~_ I.ACH _~____~.l!~h~('~'~~_______-' ,~~.!'~~____ _ __E...O~___ _f 00 : 5:J4.6\)Z! Rl:"OCAn: W(t'aANT& VAT..Vl +___________E..~CH ___________4 "c ___ ~?:~~._ !.~~':__~I!... __ ____~_:1 nr' ,"___I~__ '04.'02 I ~"HrWf.JGHT rlLL "\..~ ~;'::15r;N':' WhTGMrlU'. ':t;, ~."D ..J~,S_~__ ~~~ ;.~: 1I2$.IlG ; c. (;{) ~'qO SO..002' COlnTRUCT MANH:)l[ DrS. lJ'f.rou.lAlN UN fT :9.00 It., 00 , 2945."0 I ~.OC I 000 r.oo i 2.00 t 100.00 ! 600.00 I 8.00 I 100.D!: I 1IOIl00 j ~.(I(l ! 100.00 l lee' 00. 4.00 r 100.00 I ~'IM.OO j , 26.6~.00 ) 1,05~.CO I 100.00 I 19.00 J 1000(;; 29l~.00 : (I . (Ill ~ I ('00 'l no ',00 ' 000 : ('110: ~.oo , COO i 0.60 I I OeD: 2b--Set=, - :;-":J PAGe: 1 '> :1 '-) ';1' I. f; " '1 ~_) !--! ::: L. " ~ i SPEC. ; NUWlIDl ITEM '1iIT TOT AL lTN1T fHIMh ITD' PRICE [S': n. Jo. LT C:TY Of PRK,H LAI:f P.~N[PiN cc>m~TY P.;Rr. RfSDlVI: SCOTT COtl'HY tU12UNT OUANTITII:~ i QUANI:rr 'lo hId'JUJU . QUANT:TY '1'. AI<IO UNT I OUANTlTY " AWOUNT I . I 50U02 I RfCONSTRtlCT WA TDlhlo\IN IdANHJlf UN. fT. S.OO . 200.00 I I bOO.()I) 0.00 I 0.00 I 0.00 I 0.00 9.00 100.00 I 1 &00.00 i I 2511.501 RANDC>W RIPRAP CLASS W CU YD i 199.00 I ~O 00 i ~ 970.00 0.00 I 0.00 ! 0.00 O.O~ 199.00 100.00 5970.00 GROUTED RIPRAP :::U. YD I 1,96300 , fa 00 I lit 080.00 0001 0.00 I 0.00 000 I 968.00 100.00 118 000.00 2511.50$ I 2611.511 GP.ANUl.ARfILTER I Cll.YD. f----; 1 00 I 1600 I 17600 0001 000 I 000 roo 11.00 100.00 116.00 I 251~1 ~m SLOPE PAVING ! SQ YD. BOOO 40(J(l_ ~.OO 000 I 0.00 I 0.00 000 eo.oo 100.00 3 200.00 , I 2521.601 4.~WAUt I SQ. fT. I 12 062.00 1.90 22 911.00 12,062.00 I 100.00 I 22911.00 I 0.00 0.00 0.00 0.00 I 0.00 2521.511 2' Brrm.mtoUS WAUt : SQ. fT. I 19127.00 0.90 11 7S..30 0.00 r 000 19.12700 ' 100.00 17 154." 0.00 0.00 0.00 2531.601 0ClIf<:RCIT CllRJI.I. GUTTER Dn.IHilB I UN.fT. I 4 155.00 5.20 24 126.00 2 377.50 50.00 I 12363.00 I 000 0.00 2317.50 50.00 I 123/iS.00 2531.501 CClffCRn[ CllRJI.I. GUTTIR DESIGN BARRlDl UN. fT. 669 .00 6.20 4 141.00 33450 50.00 2013.90 0.00 0.00 334.60 50.00 2013.90 2531.501 ,. DRNEWAY PA~T I SQ. YD. 2 453.00 20.00 49060.00 000 0.00 000 0.00 2453.00 100.00 49060.00 ~.611 UGHTING UNIT TYPE I lP\ 1 U.CH eoo 3 500.00 ~ooo 00 eoo 10000 20000 00 000 0.00 0.00 0.00 0.00 1545.611 LIGHTING UHIT TYPE I I (P) I EACH 4.00 I 260.0ll ~ 040.00 4.00 100.00 I 5040 00 0.00 0.00 0.00 0.00 0.00 ~.511 UGHTING UNIT STAftDIIRD (P) I EACH 16.00 2 4l!O~ _~OO.OO 16.00: 100.00 I 38400.00 0.00 0.00 0.00 0.00 0.00 2S.5.521 1.25. RIGID STEn. CONDUIT (P) I UN. fT. i 605.00 d 00 4 84000 605.00 100.0;) . 4840.00 I 0.00 0.00 0.00 0.00 0.00 545.603 DISTIU8UTION ClRcurr 4-4a IPI UN.fT I 600.00 4.00 2 400 00 600.00 ! 100 00 ! 2400.00 1 0.00 0.00 0.00 C.OO 0.00 546.603 DISTRIBUTION CIRCUIT 4__ (1)) UN. fT. ! 2 400.00 ' 330 I 7920.00 1 2.00.00 I 100.00 I 7920 00 I 0.00 0.00 000 0.00 0.00 546.6Ol2 SDV!CE pA...n TYPE (P) filCH , 200 2400.00 4 eoo.oo 2.00 100.00 I (800.00 0.00 0.00 0.00 0.00 000 546.602 GROUND ROD fP'I i fACB ! 5001 60.00 i ~OO 00 I 5 00 I 100.00 I 300.00 I I 0.00 0.00 0.00 I 0.00 0.00 546.602 I REl.OCA T[ UGBTIrK; UNIT I fACB I 1.001 700.00 ! 1:lG.00 100 I 100.00 700.C:J 000 I 0.00 0001 0.00 0.00 25~.501 I lRAJ'fIC IlARRIER DES. 83:3 (TfNllOP.ARY) UN. fT. S50 00 I 1.00 ~ eso 00 I 0.00 0.00 0001 0.00 550.00 I 100 00 3850.00 551.602 : ACClSSOATt : flICH ! 1.001 2 400.00 ,-~~ 0.00 000 000 I 0.00 1.00 100.00 24OC.OO 2.11.602 I ASIf.loIAR::HAll..'S Su:DlESS. 2 1:2' .::At. !l.l..Il , TKl:!: 14.00 I "000 : 820 00 1400 ! 100.00 i 1620.00 I 0.00 I 0.00 C.OO 0.00 , C.DD 1 2511.602 I HACKBERRY, 2 112' CAt. 5. B mEf 5.00 I 260.00 1.~00 00 I ~.OO ' 100.00 1300.00 j C.OO f 0.00 I 0.00 0.00 ! D.oa' 251J.:i02 I JIlONWOOD, 2 L'2" CAl. B" B mEr i 700 I 140.00 9ODUO I 1.00 1100.00 ! 980.00 1 I 0001 0.00 I 0.00 0.00 I 0.00 2611.502 I LillDOf, UTTlEU:Af. 2112. CAt. Po.. 5 ~~r:- ~.OO I 210.00 : 630.00 : ~.OO ' 100.00 I 61~.00 I 000 0.00, 0.00 0.00 : 0.00 Z57J .~02 I MAPI.Z,JlI:DNORTlIWOOrS, ~ :.'2.::Al 5& il mEf 8.00 ! ~o.oo . ,.llroOOI COO ! 100.00 . 2000 00 I r. 00: 0.00 0.00 0.0;) I C.\lO . 2671.602 I WAPlE, NORWAY, 2 112. ::Al. B ~ >> I TIlH I 100 I 21500; 2HOO I 1.00 /100.00 I 275.00 I uo. i 0.00 0.00 I 0.00 i 0.00 I . 2511.502 I , ,00 GOT WAPlE COlUWNAR NORWAY 2 112. ::Al. Bol E mE[ 12.00 2400.00 , 12.00 100.00 I 2400.00 I roo' 0.00 0.00 I 0.00 I o.ooJ 2571.602 : LOCUST, SXYLINE, 2112' CAl. B" B , TKIT : 1f..00 I 250.00 L_~~ 18.00 1100 00 (50000 I 0.00 I 0.00 0.00 0.00 I 0.00 - , ~611.~ I CRAIl, SPRIHO SJfOW, 2 112. CAl. 8l1. 8___.___ . !"'-f[_____;_______ .6,00.1 . _200 00 ! _ ',:OQ 00_._ .6l1!J.!.oo-'.~L__I~_()O L___, (1001 0001 0001 0001 0.00 - 2::71.5011 LILAC. C'QIo1WON WHIT!. 4' tIT Ill< 8 >I!R'11l ~:,.ou . 40 0:, 1-. 60U 00 10 00 100 UO I &00 110 i 0.00 I (,:001 000 I 0001 0.00 2n3.602 I ~IlT fDfCE,/lEAVY DUTY UN. fT .!,ui~,(lO ' 2.:W 1 ._.~ln so I I 0001 0.00 I (;Ou 0.00 I 2 C55.00 1 100.00 i 5137.50 --- 2575.505 : SC'DDlNO, DlOSIOff TYPE SQ. YD 19,'8800 US I 34 104 XI i 0.00 I 0.00 ! U.OO, 0.00 I 19 488.00 I 100.00 I 34 104.00 , 2515.551 I CONMER=IA!.!'IP.TIlIZDl, ~AI.YS1S 12-P,12 TJN 0.60 ' ~5.00 !95 [10 ! I 0.00 i (1(r.) : , r DO 000 I 0.60 ; 100.00 ! 195.00 I . .. - . .... 253<1.50.. 7D4l'OilARY LAlh:. u!AF.J:lNG .:....0.... YL ~.';';.4u~ UO __~~!...,'J'v , 0.00 {.(I' , lOO I 0.00 I S,9~:.00 I 100.00: ~,9:1.00 i TOTAL: ROADWAY (70-621-07) iI..~7 65< YO ~IL.4'.. 76 ~ -.\ C39 iH .. p;jELn.Il!IAf.~ ~J1:,lH[~ D~] c:-::) CONSThUGTDtI rnc.ll'![rnl'~:; ,,'''I TCTALS ~1~:['3.~ g; ~!O ~2j ~ ~37.e3~ 4a 2'6,- :-.3ep -C?::', F'.:"GE 2 l.r ..1 -=>> - ;- . ~~ . - 6 :=:2 _t. -. - () -=-. CD3T 3FL[T c'<HIBIT B Si'[ ~ CITY 0:' PRlCR lJ,XE SCOTT COutnT IE!>! UNIT TOT,\L UNIT ESTIWA!LJ iESTlWATm, :'RlC:E : AJ.IOt!NT i . <<,'IA.VTITlBj . '., -1 QUMHlr( "" 1011.';61 fr;r.Tl'I[,~T1Clll'T<~P.RATlC'IIMnTbl[],HS) I U'M;> SUlA I 1.(0 i 10,0.)000._. ,.1 JIJCOO: 018 18..5 ~:....L.. ?C'UI'IDA 'ION fREJlAR.\T10N PIDl~) lUNP SU).! 100. 2ll,3fO',O _ 20 aoo.oo 3.18' 18.25 ~6'~~ ~'~ffH~~fR[D $URI~[ TREATWlNT I )Q. IT ; tJ "'68.00 I ~.10 _~_ ~,o93 60 I t,36d.OO' tOO.OO I I I, _ \01.,;06 r.t.I:':Kl,::::::'NCRETE.2.,U6) cun. 1300, ~tO')f___....2J~ 13.,)0, 0.00: .431. >CI STIWC:Tlmf C)NC:IU:'TE r3X461 i CU YD. i 19.00 I 650.30 12 3~.00 . 3.41' 10.251 240UOI S-;RUCT'JRE CGNcaE'TE ,lAm I cu. YD i U.OO ; 2CO.OO .:._ __~.Ol!.;"'" 8.03 I 18..5 I ~ i STilO~UPL:::O:-ICl;'rr;: ,,-y~3L ! CU YD! 24800 'lC5"0 60 '60 00 . 1526 I 1~25 ~; flRlOCE Sl.A.BCOtfCRETE pXJ~1 SO. fT. I 7 OC3.OO I 0.50 45 179.~0 I Illlf\.~ r 1025! I 2C3UI5 S!DrwAur;CONCIl.Err(3X~)1 SQ. fT. i 1,709.00. 17' 8117.75 i 132.(8! 42.86, l~: REINFCOCOoCENT BAAS ! LB I I 760 00' 0<0' 680.00 32: 20 18.25 ~~fINfOllCDdOlT 1lAA~ (EP<JXY':'>>' Tm) + __I,,~ I 57,52'J~_ ~~o. . 1~120~.....!o,m to I t825 2.0: 54.J I SrlRAl RfINfOR':::D4E:'fT (DOX" CCA TE"'~_ Ut'-r 3,260 JO ! 2) _ _\912 00 ~_ ,94 15! 1825 ~~; I ~AW~!.AU"~AL~ltING._ ._._ ______l:::..UN ~__L-.~~~I!t'L __.?~!IOoo,_ 22.121 15.15 2402.5~1 I E'(PAtI~IGH JOIN I DE-VICE. IYPE. C -1- UN fr, 13~ uO , 90 UIl . _11,880 UO+- ~4 09 162:> ; 2.02.59;5 I SEARlNGASSEWIlILS :-- EACH-'--r 121).00 I 300.0u' 36,)0() 00 . 21.90 I 18.25, r 2C05.5~5! PP.ESTPESSfDCOf<C Dill.. TIT IlEANlS TYPE 22~.S-CO I EJI'::H __ I" 400 I 5,01)0.00' 20,000.00 073 I 1~.25 I ! 2'0l\ ~os ppr.HRl>S[1) CONe Dill TEE Ilf:AWS r:PE 2~'~. 7-40 ~. [,\eM T 2 o'!...-~... 00 __ .~ooo!lf-- 0.37 18.25' .405.50; 'mEST1<EssfD(Xmc DSL TEUEAWS TYPE 22-7 o-co" -EAC:t".-'j-.---403 ~ 5 000 CO . 2000000. 0.73 1825 2C1J5.5O~ PRESTPESSEDOONC DilL TEE IlEAWS TYPE 22~.5-32 ElICH, 8.00' .,000.00: 32,ooo.l)I)~ U6 18.15 2.05.505 PRESTRfSSED CONe. DilL TEl:' IlEAMS TYPE 22-6.1-n EA~"If 4.00 ~ iIOO.olO , , 1600000 ' 0.73 18.25 2.05.:505 PRES'TPESS:EDOOItC. D!ll Tll IlEAMS TYP:E 22-7.0-32 EAC!! O.CO I .000.00 I 32 000.00 T U6 10.25 2452.507 CAST-IN PLAcr-CCNCRETE PIUKG DEllVDl.ED 12' I UN. fT I 17000 i 14.70 i 11199.00 i 213.53 1825 2452.507 CAST-IN PLACE-<X>NCRETE PILING DELIVmED !6. UN. IT 100.00 I 2..00 16600.')0 127.151 18.25 I 2C52.5OD, CAST-IN PlAC[-<X>NCRCf[ PILING IlIUVDf 12' LIN. fT. I 170.00 ! 1.9;5 . 2261:50 I 213.53 18.25 2452.508 i CASr-Ill-PLAcrCCNCllETE PILING DRNfN 16. L1N. FT. iOO.CO I 3.00; 2,100.00; 127.75 18.25 2452.519 I (,",AST-IN-Pu.crOOKCRETE TIST PILE 55'lONG 12. I LIN. FT. 6.00' 1 5OO.1JC' 900000 I 1.10 18.15 I 2452.519 I CAST-IN PLAcr-CONCP.ETE TEST PlLE .0' LONG 16' UN. FT 2.00 I 400000' ~,OOOOO 1 0.37 18.25 i I 2452.5:9 I CAST-IN-PLACE CONCRETE TEST PILf 5O'lONG 15' lIN fT 2.00' "OOO.O~ 8 00000' 0.371 18.15 I I 2545.~9 i CCNDUIT S'YSTEloI (LIGHTING) LUWP SU!ItII 100110 ooo.OU __ _}O 000.00 T 1.00 , 100.00 I . itl:"'..J.r~ TOTAL: BRIDGE #70517 (70-621-06> S!74,755,35 pUR DESIGN ADDS 10lf. ADDITIOIfAL OOST S!DEWAL!I;-<:ITY Of PRIOR LAU S!DE'llAL!I;-lIfJ1trrPIN OOUNTY PAR&S (TRAIL) llAIL.ING COST ADDITIONAL $10 DOIfT PRELlWINARY fltG1NEfR1NG (n.) COHSl1WCTIOff fltGINUR..ING (5lf.) TOTAL 6'11S8.33' = 0.0878 8'160.33' = 0.1170 10':66' = 0 1515 ',11"';"1-' =- 1 -':;': '-.";J" 9".' IIINNEPIH COUNTY AMOUN; I PARlI: IU:SfRVE i QOANTITY " AWOIIKT 1825.00 I 3650.00 I 3~93 00 52UO.OO ! ;!;:53.301 16ll6.00 i 11088.70 83"..76 3479.27 160.60 629'1 U 713.)4 , 10137.7. ' 1168 10 65111.00 3650.00 1115.00 3650.00 58010.00 2920.00 _.00 3138.82 :1066.00 416.31 383.15 16012.:50 1460.00 1460.00 1??oo ... 5103,791. 91 $lI,30U6 SUll9.60 $117,28C.93 2.22 5.15 29.02 l!24. ~ t76.52 205.92 , 729.&C 38142 0.12 11.70 0.12! 11.70 0.00 0.00 I 11.70 11.70 11.70 11.70 57.14 11.10 11.70 11.10 0.00 11.70 11.10 11.70 11.70 11.10 11.10 11.78 11.70 11.10 11.70 11.70 11.10 11.10 11.10 11.10 0.00 16.014 14.001 0.47 0.23 0.41 0.94 0.47 0.94 136.89 81.90 136.89 8UO 0.10 0.2' 0.23 1170.00 2340.00 , 0.00 0.00 14014.95 102'-60 7108.92 535f.20 oIIi3lI." 102.96 01037.90 457.70 0.00 UII.M 4212.00 2340.00 1170.00 23010.00 S7".OO 1812.00 S701C.OO 2012.28 1HUO 286.94 245.10 1053.110 936.00 936.00 0.08 ~ I OUANTITY 0.'70 I O. '70 I 0.00 0.00 1'.'1 30.02 113.12 ."'.12 0.. 1 232.88 010 m.l' 2283.63 123.. f2 .011 ".M 2.. 1.010 2.. $.10 2.11I 5.. 81U9 498.35 .1'.D 88.35 4.20 I.. 1.010 0.. If. 10.05 10.05 '.00 100.00 71.05 10.05 10.85 10.805 ... 10.05 1O.N 71.05 .... 7lUII 1lI.111 7I.N 70." 70.11I 1O.N 70.11I 70.00 10.11I 70.11I 1lI.. 11.11I 1lI.15 10.15 10.15 ... ...... 1 14 8 , 42 32 2C 2 e . 15 lC 7 1. 22 11 22 12 11 1 1 , 5 5 S!!! PAl II