The URL can be used to link to this page

Home My WebLink About2022-212WORK ORDER NUMBER 4 Water Main Extension 51" Court This Work Order Number 4 is entered into as of this 18 day ofOctober , 2022, pursuant to that certain Continuing Contract Agreement for Professional Services, dated April 17, 2018, renewed and amended as of May 18, 2021, (referred to as the "Agreement"), by and between INDIAN RIVER COUNTY, a political subdivision of the State of Florida ("COUNTY") and Schulke, Bittle and Stoddard, LLC ("Consultant"). The COUNTY has selected the Consultant to perform the professional services set forth on Exhibit 1 (Scope of Work), attached to this Work Order and made part hereof by this reference. The professional services will be performed by the Consultant for the fee schedule set forth in Exhibit 2 (Fee Schedule), attached to this Work Order and made a part hereof by this reference. The Consultant will perform the professional services within the timeframe more particularly set forth in Exhibit 3 (Time Schedule), attached to this Work Order and made a part hereof by this reference all in accordance with the terms and provisions set forth in the Agreement. Pursuant to paragraph 1.4 of the Agreement, nothing contained in any Work Order shall conflict with the terms of the Agreement and the terms of the Agreement shall be deemed to be incorporated in each individual Work Order as if fully set forth herein. IN WITNESS WHEREOF, the parties hereto have executed this Work Order as of the date first written above. CONSULTANT: BOARD OF COUNTY COMMISSIONER.—,,ON WisS`` Schulke, Bittle and ard, LLC :oJ�� OF INDIAN RIVER COUNTY •�0�,%'•. By: 14 JosephVO. chulke, P.E. Peter O'Bryan, Chairman # Title: ' Managing Member �9;- f�,�, o��°�• BCC Approved Date: October 18, 2022 ��`Rcouitjl' Attest: Jeffrey R. Smith, Clerk of Court and Comptroller j--ill-tAtj /( Deputy Clerk Approved: rhv--, Jason . Brown, County Administrator i/ Approved as to form and legal sufficiency: D'yTan T. Reingold, County Attorney EXHIBIT `1' SCOPE OF WORK WORK ORDER NO.4 Project Description The proposed project will provide surveying, engineering design and permitting for the construction of a new 8" water main along 5Is' Ct, from 531 St north approximately 3301f crossing the IRFWCD 250' canal ROW. The water main will provide an interconnection and loop the current water distribution system serving the Vero Lago development and Waterway Village development. A portion of the water main will cross the existing IRFWCD canal on the existing utility shelf of the exiting concrete bridge which spans the canal. The construction will provide existing utility customers that currently are served by water distribution systems an additional connection to a water transmission main on 53rs Street, which will provide a higher level of assurance and security of the availability of water in the event of an unforeseen operation failure, maintenance requirement or other event that could temporarily close existing water service connections to the IRC distribution system serving this area. Scope of Services Schulke, Bittle & Stoddard, L.L.C. will provide services including surveying, engineering design, preparation of construction plans, preparation and submittal of permit applications, preparation of contract / bid documents, construction administration and periodic construction field inspection for the construction of the new 8" water main along 51 at Ct north of 53'a Street, adjacent to the Vero Lago and Waterway Village communities. (See Attachment "A" for location and Attachment "B" for construction cost estimate, and Attachment "C" for preliminary plan). The estimated cost for this project is $197,265.00. In connection with this project, the County will provide the Engineer with a copy of any pertinent Preliminary Data or Reports; all available drawings in electronic AutoCADD format; all surveys, maps and other documentation in the possession of or reasonably available to the County that are pertinent to the project. Services not included in this scope of services are listed as follows: • Excavation for field verification of actual locations of existing underground utilities and structures. It is requested that Indian River County provide the excavation as directed by Schulke, Bittle & Stoddard, L.L.C. • Any services associated with assisting Indian River County in review and evaluation of patent related disputes, issues, or claims including preparing to serve or serving as a consultant or witness for Indian River County in litigation, arbitration, public or private hearings, or other legal administrative proceedings involving patent related disputes, issues or claims. • Any services in connection with the project not otherwise provided for in this scope of services. In order to execute this project in the most cost effective manner with the most aggressive schedule, Schulke, Bittle & Stoddard, L.L.C. is retaining Meridian Land Surveying to prepare a route survey necessary for the design and construction of the project, and IF REQUIRED, will retain KSM Engineering and Testing, Inc., for the geotechnical evaluation of the soils within the project. EXHIBIT°2' FEE SCHEDULE WORK ORDER NO.4 Method and Amount of Compensation Schulke, Bittle & Stoddard, L.L.C., proposes to provide the above Scope of Services based on the following lump sum fees: 1. Surveying: route survey of 56'' Place, from 53rd Street to a point approximately 350 ft. north of 531d Street., to include the establishment of a baseline of survey and baseline of construction, location of all existing pavement, utilities and other improvements, and establishment of survey horizontal and vertical control. $4,000.00 2. Geotechnical Evaluation: NA. Borings will be provided at IRCDUS request, as needed. $TBD 3. Preliminary Engineering: Consultant coordination; field investigation, documentation review, base plan preparation. 53,500.00 4. Engineering design, preparation of Construction Plans & Specifications, preparation and submittal of permit Applications. Preparation of bid documents. Assistance during Bidding, bid evaluation, contract award. $20,000.00 5. Construction Administration (Pre -con, shop review, pay requests, change orders, minor plan modifications, Periodic Construction/Field Inspections, As -Built review, final documentation for close-out and final certifications.) $5,000.00 6. Reimbursables: Reimbursement for payment of direct costs, including Reproduction and application fees. (See below for actual costs) $2,500.00 estimate Total: $35,000.00 Printing and Reproduction The County shall make direct payment to our office for the cost of printing project plan sheets required for utility coordination and for copies of reports, drawings, specifications, and other pertinent items required by federal, state and local agencies from whom approval of the project must be obtained, material suppliers, and other interested parties, but may charge only for the actual cost of providing such copies based on the following tabulation: 8 1/2" x 11" $ 0.12/sheet 11" x 17" $ 0.50/sheet 31/2" diskette $ 2.00/each CD $ 4.00/each Blue Line Prints $ 0.333/SF Reproducible Sepias $ 0.75/SF Reproducible Mylars $ 1.00/SF Application Fees The county shall make direct payment to our office for the actual cost of all construction permit application fees paid to jurisdictional agencies, including but not limited to: • IRC ROW — N/A (IRCDUS does not pay IRC ROW application fees) • FDEP Water - $250 • IRFWCD Utility — $250 • FDEP NOI - $400 EXHIBIT `3' TIME SCHEDULE WORK ORDER NO.4 Time of Performance The estimated time frame for completion of services from the approval of this Work Authorization is a follows: 1. Surveying, Engineering Design & Preparation of 3 '/z Months Construction Plans, specifications and Bid Documents 2. Submittal of Permit Applications and Receipt of permits 1 Month And Bidding/Contract Award (Done Concurrently) 3. Construction 2 Months Remainder of Page Intentionally Left Blank Indian River County ffim°r'`;i ^'Pa• w 7k Mwkkal' `. �` e ♦ * —�k yn.' -."►M7 MFOI y 4/21/2022, 10:28:23 AM i w�ate!a�une Fire, Private wPressunzedMan 1:1,128 Commercial Indian River County Indian River County, Active, RawMain HydranLLaterah. Indian River County 0 0.01 0.02 0.04 rr Commercial, Pnvate Indian River County. Active. Transmiss—Main HydranLLaterals, Private 0 0.02 0.04 0.0 Domestic, Indian River County Indian River County. Active. DrstributionMam HydrantLaterals, Private IRCGIS, FDOT, USDA, IRCDUS, IRCPA Dornestic, Private 0 w5outhCamryWellLoratbns Private. Pending. DlscibutionMaio 'A /l� Don—tic. Pnvate Indian Wver County, Abandoned. DistritwtionMain j,�wNpthCounrywelllocations A-rwaorw-r _ Fve. Indian River County •� Indian River County, Proposed, DistributdnMain Ilff""77{{ wWaterinterconnecLLocatans LI Attachment B Cost Estimate IRCDUS - 8" WM - 51st Court Bridge Crossing Description Qty Unit I Price Total Mobilization 1 1 LS $10,000.00 $10,000.00 MOT 1 LS $5,000.00 $5,000.00 12"x8" Tapping Slv/Valve 1 LS 54,500.00 $4,500.00 Connect to Exist. 8" GV 1 LS $500.00 $500.00 8" PVC WM 170 LF $60.00 $10,200.00 8" DIP WM (Flanged) - 160 LF 1 LS $90,000.00 $90,000.00 Concrete Cradle (Bridge) 10 EA $500.00 $5,000.00 Concrete Cradle (Earth) 6 EA $750.00 $4,500.00 Conc. Barrier- Flowable Fill/Pass Under 2 EA $1,000.00 $2,000.00 Replace Sidewalk 120 SF $7.50 $900.00 Bac-T/Sample Points 2 EA $750.00 $1,500.00 Flush/Chlorinate 1 LS $500.00 $500.00 Geotech - Densities 1 LS $2,500.00 $2,500.00 Survey Stake-Outs/As-Builts 1 LS $4,000.00 $4,000.00 Subtotall $141,100.00 Contingency (15%) $21,165.00 Grand Total $162,265.00 END APPR a-'4AB . ; �. < 1• /� STA 102 + 07.50 BEGIN APPROACH Mr I I �0,{_ �G I*' STA. 101 t 77.50 1 �0 �tft-'TH LINE 4EROLAGO PHASE 2 1 q• •f L �( 1 �-`'� LI VER GO PHASE 4000` 25.00' ,�— � Yom' --- C111 j S9`475 2- H f /W LINE I.R.F.W.0-D. NORTH RELi ALS , 8v TH R7W LINE I.R.F.W.C.0 AUSTRAUAN PEPPERPALM AND PINE TREE O ' ~ *10Lk;1 pt; PLAT OF NOW LAGO PHA. � -. I 1p• - -� , }' O r t ry tIl b z __! - \ 4 w AlISC£LLW£OUS ASPHALT 1 Il 4N Rf E/FR fdRMS W.4 TE I �C NTROL DIS TRfGT ORTH RFL G,4N.4 I a ' �l I GrD� A �G �' %� 'n o R/ F�/ CLfAN T!W OF BANK lf�'-0" , z 1 ! �0 1' 7 " ci ° AUSTRALIAN PEPPER, 7� Z,F 1C1 6�f i O PADA AND PINE TREES hVDiA,V P F AN T OF LANDS AND PLAN V7R I d' N LAM ,gg . a:°•:ew :::: 98OK APAGE 2 .= f° :o:e.... a a e�� s a mr or w.l e Of _Y yiiVD_� OF CANsIL �3i� e�vc:tl�e u+f I sr!vEo..i:::::::::::::::::: L1�4 yP _ Eo ;,:::: ::: Of NO 97+00 98+04------- 99+00 F/ t _ �i �0 �N 14Z+ 0 103+04 -- - ." 6=a• RLIN OF H RELIEF CANAL C3 G RA►RSE LINE OF SUR EY _,o:r. I { eOaeeOeie: EeEE e n Dawn m' or RrR- - i �' _ e;t'7}€.ffijf; - .t'Bl. ►; a; rl� Fir- -0 S894845 E 1t a e- e< w 1 °14ao0 F N Z a ,IN + 8 0 ! A ~ F1 , 1 _ - M , :z-• �I�V , Gd NAIL FA - N v ti Vp'. f E SOUTH FADE 8' PINE TREE ELEV. 26.32 D PINE TREES w _ r► STA- 102+37.91 Z o l g vt a t~n b 6•-0• 1-0• h .�' OFFSET: 86.74' RT *-b-mrm .� gORTH RELIEF C N v � „�� N 1211571,7674 OWN ON FLAT OF `VERO LAGO PHASE I s z 8.39223.92=u S 89 4725" E 5. 1; 4-114 SECTION LIE - —��' — _ - -SOUTH RLW LINE ---- -------- --_- 1 -- `7 END APPROACH SLAB _ BEGW BRIDGE STA. 100 + 72.50 I REVETMENT MATERIAL WILL t 8E SHORE13LMBD SERIES BEGIN APPROO SLAB I BRIDGE PLAN 1 OR EQUAL STA. 100 + 42.50 A : 1' = 2a-0' —TCt�1 �CTr--,31T l4th-7 St LNmail to '� YFrarl' u}lE ND. REVISION DATE BY 5°w: AS NOTED MDJ[cT: s4R =� it Ao....°+: Proposed C Deportment of Public Works CAB, 56th PlacewTw `1 En Ineerin Division B.C.R. 9 9 0...: 07/16/07 ovftzr No Yi R1aana ' f Cl /� [Brit L -7711 MwDGi ra. Indian River Co 1. t - OB-825