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Amendment No. 2 to the Agreement with Ribbeck Engineering, Inc.Q2017-30070 AMENDMENT NO. 2 TO THE AGREEMENT FOR ENGINEERING DESIGN SERVICES FOR THE INDIAN CREEK DRIVE/STATE ROAD (SR) AIA, 26 STREET TO 41 STREET - FLOODING MITIGATION PROJECT This Amendment (Change Order) No. 2, is made and entered as of this 15 day of Cjc--T ` coli - 17 by and between the CITY OF MIAMI BEACH, a municipal corporation existing under the laws of the state of Florida, having its principal offices at 1700 Convention Center Drive, Miami Beach, Florida 33139 (`City), and RIBBECK ENGINEERING, INC., having its principal offices at 14335 SW 120 St. #205, Miami, Florida 33186 (hereinafter referred to as Consultant). WHEREAS, on September 27, 2015, the City experienced severe tidal flooding caused by King g Tides of 1.12 feet above mean high water, in the area of Indian Creek Drive, from 26t to 41st Streets, which severely impacted both pedestrian and vehicular traffic for several days; and WHEREAS, to avoid continued tidal flooding and severe flooding caused by high intensity rainfall events, the City, in conjunction with FDOT, must implement, as expeditiously as possible, infrastructure improvements which will include a new storm water drainage system, pump station, and seawall; and WHEREAS, at its March 9, 2016 meeting, the City Commission adopted Resolution No. 2016-29332, approving an agreement between the City and Florida Department of Transportation (FDOT) for the cost sharing of a construction project on Indian Creek Drive from 26th to 41st Streets, for certain infrastructure improvements that will include a new storm water drainage system pump station and seawall; improvements to the existing roadway, curbs, gutters and sidewalks, which will be elevated to meet new flood elevation requirements; and improvements to driveways, light poles, signals, signage and pavement markings, which will be replaced to match the new roadway alignment and configuration; and WHEREAS, at the June 8, 2016 meeting, the City Commission authorized the award of a Professional Service Agreement with Ribbeck Engineering, Inc., in the amount of $407,851, with a scope of services which consists of developing a Design Criteria Package (DCP) and conceptual plans for the design build construction of approximately 0.85 miles of Indian Creek Drive, with the conceptual plans and DCP to be developed in accordance with FDOT design requirements and City of Miami Beach requirements; and WHEREAS, the City Manager continues to believe that the findings certified in Resolution No. 2016-29332 continue to exist, and that given the current condition of Indian Creek Drive, and the periodic flooding and closure of the road due to said flooding issues, there are extensive existing and potential future community hardships, including serious impacts to quality of life issues, to justify the necessity of beginning construction on Indian Creek Drive immediately; and WHEREAS, the conditions in the area are so drastic and will only worsen if the work is postponed in order to go through a three (3) to six (6) month competitive procurement process; and WHEREAS, on April 26, 2017, in furtherance of the initiative to protect residents from tidal flooding within the City of Miami Beach, the Mayor and City Commission approved Resolution No. 2017-29839, authorizing Amendment No. 1 to the Agreement with Ribbeck Engineering, Inc., to provide for an expanded scope of work for the preparation of a set of interim construction plans from 25th to 26th Street and 26th to 41st Street, including side streets along the entire Project limits of approximately 1.7 miles of roadway; with such interim plans to adhere to FDOT design criteria as well as City of Miami Beach contract requirements; and WHEREAS, in Resolution No. 2017-29839, due to the foregoing tidal flooding conditions and the urgent need for completion of the Project, and due to the fact that Ribbeck Engineering was already performing work on the Project, the City Manager, in assessing the totality of factors giving rise to this situation, certified to the City Commission, and the City Commission affirmed, that a public emergency existed and that it was in the best interest of the City to waive competitive bidding, as the City would greatly benefit from utilizing Ribbeck to avoid coordination problems and construction delays; and WHEREAS, pursuant to the City's cost sharing agreement with FDOT for the Project, FDOT provided the City with notice of its concurrence to use of FDOT funds for its portion of the costs associated with the scope of work that Ribbeck Engineering performed under Amendment No. 1; and WHEREAS, the City's funding agreement with FDOT stipulates that the Project shall be implemented in two (2) construction phases, namely (1) the Interim Phase (which is currently underway), and which includes the underground drainage construction component, including drainage pipes ranging in size up to 72 inches in diameter, drainage structures, the pump station structure and roadway drainage system reconstruction; and (2) the "Ultimate Phase," which includes the roadway reconstruction component, raising the roadway and harmonization to final grade; and WHEREAS, with respect to the Ultimate Phase design and construction work, FDOT and the City previously contemplated for the Ultimate Phase work to be executed by a design -build team selected through a competitive bid procurement process; and WHEREAS, the project Interim Phase has been under construction for almost one year, and due to lessons learned during this process, as well as unique conditions and constraints applicable to this Project, FDOT and City staff believe that, rather than proceed with a design/build construction methodology, the Ultimate Phase work would be better accomplished by first completing the design plans for the Project, and then selecting a contractor, via an Invitation to Bid process, to perform the construction work; and WHEREAS, in furtherance of the initiative to expedite the construction of the Ultimate Phase and protect residents from tidal flooding within the City of Miami Beach, the Public Works Department is requesting an additional scope of work from Ribbeck Engineering, Inc., for the preparation of a set of Ultimate Phase construction plans from 25th to 41st Street, including side streets along the entire Project limits of approximately 1.7 miles of roadway; the construction plans will include detailed roadway, traffic control plans and analysis, seawall plans, drainage analysis and plans, signing, pavement markings, lighting and signalization components, and related improvements, and the scope will include a design variations memorandum and reports including crash data analysis and benefit cost ratios which are required on FDOT projects, and which will adhere to FDOT design criteria as well as City of Miami Beach contract requirements; and WHEREAS, the Ultimate Phase construction plans are required in order to be able to complete the electrical and mechanical design of the pump station which will reduced the time and cost of temporary pumps. Only the design and construction of the pump station structures were included as part of the interim design; and WHEREAS, the cost proposal for the Ultimate Phase scope of services, including final construction plans, is in the amount of $1,056,347.77, plus an Owner's Contingency of fifteen percent (15%), in the amount of $158,452.17, for a total amount of $1,214,799.94 for the Ultimate Phase work; and WHEREAS, a scope of work is attached as Exhibit 1, and the proposed hours of effort for the work is attached as Exhibit 2 thereto, and provides that Ribbeck Engineering and subcontractors will perform the work under the same hourly rates and percentages for overhead and profit as in its contract with FDOT; and WHEREAS, due to the foregoing tidal flooding conditions and the urgent need for completion of the Project, and due to the fact that Ribbeck Engineering is already performing work on the Project, the City Manager, in assessing the totality of factors giving rise to this situation, believes there is ample support to find and certify to the City Commission that the public emergency, as certified in Resolution No. 2016-29332 and Resolution No. 2017-29839 continues to exist, and that it is in the best interest of the City to waive competitive bidding, as the City would greatly benefit from utilizing Ribbeck to avoid coordination problems and construction delays; and WHEREAS, the City will be funding the design costs set forth in this Amendment No. 2, at its sole expense, pursuant to the cost-sharing agreement with FDOT. NOW THEREFORE, in consideration of the mutual promises and conditions contained herein, and other good valuable consideration, the sufficiency of which is hereby acknowledged, the City and Consultant hereby agree to amend the Agreement as follows: 1. ABOVE RECITALS. The above recitals are true and correct and are incorporated as part of this Amendment. 2. MODIFICATIONS. I. Article 1, Section 1.1 of the Agreement, as amended, is hereby further amended to include ProCon Engineering, Inc. and MEP Engineering Consultants, as an approved Sub -consultant for the Project, as part of the Definition for Consultant. II. Article 7, Section 7.1 of the Agreement, as amended, is hereby further amended as follows: In addition to the Consultant's "Lump Sum" fee specified for the Services under the Agreement, and the additional "Lump Sum" fee for the Services authorized in Amendment No. 1, the City shall pay the Consultant, for the "Ultimate Phase" scope of Services in this Amendment No. 2 to be performed as part of the Basic Services, the lump sum amount of $1,056,347.77, for an overall contract amount of $2,327,370.69 collectively for the project. In addition, the City has established a separate "Owner's Contingency" or "City's Contingency" for the Ultimate Phase, in the amount of $158,452.17, for the City's use as set forth herein, for a total amount (including Owner's Contingency) in the amount of $2,572,140.05. Owner's Contingency shall be available to the City, at the sole discretion of the Contract Administrator, to cover and/or defray Additional Services, additional expenses relative to design and construction of the Project not included in or reasonably inferable from the scope of work, or for additional changes or adjustments to work items deemed desirable by the City to be included as part of the Contract Documents, or for additional costs expressly chargeable to the City or for which the City is responsible pursuant to the Contract Documents. The Consultant shall have no entitlement whatsoever to any amounts in the Owner's Contingency, and the City is under no obligation to assign any monies from the Owner's Contingency to the Consultant. Use of funds from Owner's Contingency shall be requested through the Additional Services process described in Article 5 and must be approved in writing by the Contract Administrator or City Manager prior to initiating any related work. Any unused amounts in the Owner's Contingency shall accrue solely to the City. Consultant shall have no entitlement what so ever to any unused Owner's Contingency amounts. III. Schedule A of the Agreement, as amended, is hereby further amended to include the following, as part of the scope of services (Basic Services): In addition to the Scope of Services described in Schedule A of the Agreement and Amendment No. 1, the Consultant shall perform the following work as part of the Basic Services, as set forth below and as delineated herein as follows: Task #10: Prepare set of plans and design documents for Intent to Bid (ITB) Roadway Analysis and Plans: • Roadway full reconstruction analysis and plans • Final cross sections • Final Quantities and Cost Estimate • Summary of Pay Items • Summary of Quantities • Intersection grading details • Traffic Control Plans for final construction • Back of sidewalk profiles and special driveway profiles • Roadway analysis and detail production for harmonization details of 32 properties including grading • Field reviews for harmonization of 32 properties Drainage Analysis and Plans: • Design of 112 additional Strom Drain. • Plans production of 112 additional drainage structures placed in cross sections. • 7 Summary of drainage structures sheets. • 13 additional drainage details: (1) type C modified, (2) manhole riser, (3) manhole riser in line, (4) driveway inlet single, (5) driveway inlet double, (6) trench drain, (7) best management practice, (8 ❑ 11) additional pump station details, (12) pipe bedding & (13) manatee grate. • Drainage analysis for property harmonization (yard drains) SWPPP sheets. • Drainage Maps • Drainage Report for final conditions Signing and Pavement Markings Analysis and Plans: • Signing and pavement markings analysis and plans for final roadway reconstruction as per MUTCD and FDOT criteria. Signalization Analysis and Plans: • Signalization analysis and plans for final roadway reconstruction for the following intersections: (1) Indian Creek Dr. at 29 Street, (2) Indian Creek Dr. at 3900 Block, and (3) Indian Creek Dr. at 41 Street. Task #11 - Post Design Services for Roadway, Drainage, SPM and Signalization Plan Revisions to RFC Plan Sets for the following components: • Roadway and Traffic Control Plans • Drainage • Signing and Pavement Markings • Signalization Shop Drawing Reviews: • Includes reviewing shop drawings for roadway, drainage, signing, and signalization items. Request for information: • Includes providing responses to RFI from the contractor during construction. Field Reviews: • Includes field reviews for construction activities. Task #12 - Supplemental #3 to Task #1 Additional meetings and Management coordination from 6/28/2017 through 03/30/2018 Project General Task: • Additional hours to cover attended meetings from 06/28/2017 (not covered by previously approved hours) to 3/30/2018. Meetings includes: • Progress and Coordination Meetings with City of Miami Beach • Progress and Coordination Meetings with Florida Department of Transportation (FDOT) • Coordination meetings with required discipline reviewers • Coordination meetings with key stakeholders. • Coordination with Geotechnical, Surveyor, Structure and Environmental Consultants providing services to the City of Miami Beach. Task #13 - Electrical Design and Plans for Pump Station Design Phase Scope Of Services: • Prepare electrical drawings and specifications for client's submittal to agencies. • Meetings with the Client during design: Not to exceed four (4). • Visit site to gather information and to verify existing conditions. Scope of work will be as follows: • Engineer/Design/Specify electric power system to power three (3) new 80 HP 15,000 GPM each pumps with their own Variable Frequency Drive (460v 30 60 hertz), (1) 4 HP (480v 30 60 hertz) electric actuator for Sluice gate and Control Panel. • Engineer/ Design/ Specify a quick connect for a temporary portable generator to power pump station in case normal power is lost. • Engineer/Design/Specify new electric service from FPL furnished and installed pad mounted step down transformer. ProCon will provide required transformer rating to FPL. • Engineer/Design/Specify grounding for new electric service as required. • Prepare electrical quantity take off as required by FDOT from transformer to loads. • Engineer/Design/Specify controls for the pumps and sluice gate with the support of pump manufacturer. • Engineer/Design/Specify for a new stand-by generator with belly fuel tank to fully power pump station in case normal power is lost in lieu of a quick connect for a portable generator. (Add Alternate). Bidding Phase Scope Of Services: • Attend Pre -Bid Meeting: Not to exceed one (1). • Respond to RFI's. • Preparation of addenda (if required). • Meeting to discuss bids. Construction Phase Scope Of Services: • PROCON shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions or programs, these being the sole responsibilities of the Contractor. • PROCON shall not be responsible for the Contractor's failure to carry out the work in accordance with the contract documents. The sole responsibility of PROCON will consist of the following: • Drawing revisions for building department (if required). • Respond to RFI's. • Review shop drawings and equipment documentation as submitted by the Contractor Task #14 - Supplemental to Task #5 - Lighting Post Design Services Project General Task: • Additional hours to cover Lighting Post Design Services • Respond to RFI's. • Review shop drawings and equipment documentation as submitted by the Contractor Task #15 - Structural Supplemental for Additional work Interim 1 - Indian Creek Drive from 25 Street to 26 Street & Collins Avenue: • Mast arm analysis for 4 new mast arms at 26 Street & Indian Creek Drive intersection (regular single arms). • Overhead sign structure with flashing beacons (replacing the current one right before the sharp curve along Indian Creek Drive) • Temporary signals at 26 Street & Indian Creek Drive during reconstruction (span wire hanging from 4 wood poles). • Temporary light pole foundations at 26th Street & Indian Creek Drive. • Light pole foundations for decorative lighting from 25th Street to 41st Street. Footings require four different designs, spread footing with pilaster behind barrier wall, spread footing under sidewalk over utilities pipes, drilled shaft with 3' offset behind barrier wall, and conventional drilled shaft. • Modify drainage pump structure design and plans to 4 separate precast structures. Ultimate 2 - Indian Creek Drive from 26 Street to 41 Street: • 2 mast arms (single arm) at Indian Creek Drive and 29th Street • 1 mast arm (single arm) at 39th Street midblock crossing • Modification to signals at 41 Street and Indian Creek Drive. Analysis of two existing mast arms (New mast arms are not anticipated). • New barrier retaining wall with moment slab over existing steel sheet pile walls located between 34th and 35th Street, 35th and 36th Street, and 36th and 37th Street. IV. Schedule E of the Agreement is hereby deleted and superseded by the amended Schedule E project schedule attached as Exhibit "A" hereto. Notwithstanding the Term, as defined in Article 2, Section 2.7, of the Agreement, or as amended by Amendment No. 1, Consultant shall complete the Services authorized in this Amendment No. 2, within the timeframe established in the amended Schedule E, attached hereto, and Consultant shall adhere to all timelines and/or deadlines, as set forth in the amended Schedule E attached hereto. V. Additional schedules and terms applicable to Tasks 10 through 15 described herein, are included in Exhibit "B" attached hereto. 3. RATIFICATION OF AGREEMENT. This Amendment No. 2 shall solely apply to the "Ultimate Phase" scope of Services for the Project. Except as specified herein, the terms and conditions set forth in the Agreement, as amended by Amendment No. 1, are in full force and effect and remain unchanged. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK IN WITNESS WHEREOF, the parties hereto have caused this Amendment No.2 to be executed in their names by their duly authorized officials as of the date first set forth above. FOR CITY: CITY OF MIAMI BEACH, FLORIDA ATTEST: Rafael E. Granado, City Clerk Philip Levine, Mayor Date FOR CONSULTANT: ATTEST: By: 27a.., Jf'"`� 1 SJ �ry f Pres'fil/`'� ttr2 I) i1i4c,! K r r l -0_S 4 6 -e ° 14. Print Name Print Name Date Date Date RIBBECK ENGINEERING, INC APPROVED AS TO FORM & LANGUAGE & FOR EXECUTION CAQ% aisiv )b •-t Z, -t City Attorney LA Date IN WITNESS WHEREOF, the parties hereto have caused this Amendment No.2 to be executed in their names by their duly authorized officials as of the date first set forth above. FOR CITY: By: FOR CONSULTAN ), ATTEST: By: /'�_ �te� ` Secretary k Pil-aA! A- I k Print Name Date CITY OF MIAMI BE Philip L Dat RIBBECK ENGINEERING, INC IDA Presid Car los Print Name Date beck 1°/20 APPROVED AS TO FORM & LANGUAGE & FOR EXECUTION &tar("h )t)42,.19 City Attorney LAP tate Exhibit "A" Intent to Bid Plans for Drainage Improvements along SR A1A/Indian Creek Drive from South of 25th Street to 41st Street iD — ,11)lame 1 INTENT 10 010 •OSSI00000MENIS pllEpAIIAT14N IIOIICE 10 P000060 3 CONTRACT ENECUTE0 !ASSUMING 1 011 012 01 71141 4 Resolve Survey and ROW &II. s Receive 1,1111119 locates and 1140's ashult data a Muld-Olsci1llno Field fl Rhan T 01,9411 Mae9ng 6 Prepare Oolongs Plans &012,11/ 000rar1 Psepar0 RoanNay Plane to pr0taro Signing and Pavement Madinat Plans 1, Prepare Lighting Plans 13 Prepare Vilna/Oration Plans 13 Pre4tase ElaN7aal Plans for P0119 Slatla1 15 Prepare SOnoURM 001041 for clonal and acerlamlsign elnntota 1.1 16 Intesm4 041100 01 Dol(7l 1)ocunwl4s told Plans Is ITU Plasm randy lar stpn111a11a 0117 91 61007 0 000 70 ty INTENT 10010.11101 REVIEW AND APPROVAL PROCESS f0 ITS Pfau o7Omittmt to FOOT IR 1.019,1 _Is--. F00T Revlon 20 Reopondta cnmep0 amfepdal0plans 24 14m7 Piens mallhndltol 2601)01 Sart Pinish 07 days Man 014117 Tut 1216117 1 day Mon 04117 Mon 014117 1 day Man 10117117 W110110117 I day Mon 014117 Mon 914117 253 7 day Mon 04117 Mon 014117 2SS 1 day Mon 94117 Mon014117 233 1 day Mon 04117 Mon 014717 2SS 40 days Ito WWII Mon 101007 7 40 days Too 016117 Mon 1010117 7 30 days Ras 0/19717 Mon 10110/17 773.10 days,050« 10 days 30 days Tao 0110(17 Mon 1000717 775.10 days,000010 days 12 days Toa 10110117 Mon 100917 7,13113 00 kis 20 days Tae 1917)17 Mon 11/13117 1.650 011 days 20 days 101010.01117 Mon 1107117 3.1200o 16 91441020015 0 7971 Tao 1120117 M0n121407 14 1 day Tun 1216117 Toe 1216117 16 31 days Too 12/5117 . 60/11124110 1 day Toe 1215117 1681215117 1090 10 days 71ed 1210117 10.1 17/2917 10 20 days Web 10)27111 Top 121116 19 1 day Wad 1124110 .Wad 1124/10 20 PredeteEsors.. 449 ys 16 Date . Fn 9/28/10 rael Drava RFP T. Alrastane O Rolled Up Crlical Task=Mara= Sprit - 6n;up 9y Summary tyr Cndcol Task Summar,/ Rolled Uph4leat1ne O E+tx^a T001,1 Il DeaSne U Progress amonsgemaseemna Roles Up as1, OgaiNGZUZZI Rolled Up Progress am===amemezet Prolecl Summary I'1 Nota Dates Wort nesemod for lino Remo In led. Th6ltnal e1nedalo 1011 dopend o0 the datoa chat rho rod lino Goma will 6e 614114 Page 1 Exhibit "B" September 1, 2017 Mr. Giancarlo Pena, P.E., CGC Civil Engineer III City of Miami Beach Public Works Department 1700 Convention Center Drive Miami Beach, FL 33139 RE: SR A1A/Indian Creek Drive from 25t1i Street to 41st Street Flood Mitigation Project — Intent to Bid (ITB) Roadway Reconstruction Design & Plans Preparation Scope of Work & Fee Estimate Dear Mr. Pena: For your review please find enclosed the scope of work and fee estimate for the following tasks: • ITB Design and Plans Preparation • Post -Design Services • Project Management, Coordination and Meetings. The fee presented also includes all sub -consultant work such as miscellaneous structural, lighting and electrical design. Respectfully, Carlos Ribbeck, P.E. President 14335 SW 120th Street Suite 205 Miami, FL 33186 0 Phone. 305,383.5909 0 Fax. 305.383,5979 0 Cal, 305.319,1397 ,o el ibbeck0gmaii.cont Transportation 0 CMI Municipal » Environmental 0 CA 4 27692 Indian Creek Drive - Intent To Bid (ITB), Coordination/Meetings and Post Design Services Fee Total LI-) 0`00 ut o m N m m m 1 $ 52,250.00 $ 14,427.79 146,318.57 $ 1,056,347.77 $ 158,452.17 m N rq N N C O U O L a $ 52,250.00 0 O.0 Y .22 N 0 Lnu c bn .4- c U 1Total for Addendum #2 including contingency in s Y 444d U B L $ 14,427.79 Bolton & Perez $ 146,318.57 Ribbeck in co ri 4L 00 Lt.) lO co c -i o m r.,m .-i O r no rn 6 Task/ Consultant Task #10 - Prepare set of plans and design documents for Intent to Bid (ITB) Task #11 - Roadway, Drainage, SPM and Signalization Post Design Services Task #12 - Supplemental #3 to Task #1 - Additional meetings and Management coordination from 6/28/2017 through 03/30/2018 Task #13 - Electrical Design and Plans for Pump Station Task #14 - Supplemental to Task #5 - Lighting Post Design Services Task #15 - Structural Supplemental for Additional work 'a O O 331 c w E v O c cu 9- O 4F+O d aL Q. L O Project Staff Hour Summary Name of Consultant: Ribbeck Engineering, Inc_ cq § co ! t co 09 Project Common and General Tasks Roadway Analysis Roadway Plans Drainage Analysis Drainage Plans Env. Permits, Compliance & Clearances Temporary Bridge Short Span Concrete Bridge Medium Span Concrete Bridge Structural Steel Bridge Segmental Concrete Bridge Movable Span Miscellaneous Structures Signing & Pavement Marking Analysis Signing & Pavement Marking Plans Signalization Analysis Signalization Plans Lighting Analysis Lighting Plans Landscape Architecture Analysis Landscape Architecture Plans Survey - Field and Office Support § } Terrestrial Mobile LiDAR Architecture Development Noise Barriers Impact Design Assessmen / (1) Geotechnical co 0 RI co ! Survey Field Crew Days co OD 0 ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS - FIRM TOTAL Project Name: Indian Creek Drive from 26th Street to 41 429228-2-58-01 Financial Project Number: Name of Consultant \ FAP Number. o o 0 TOTAL STAFF HOURS RANGF _) } / / _ , , , , , o o o o o o ; ? e : a. o _ o _ , o , , , , , \ 4,125 4,537 °))$;,,,=e0,::=,:78x7,=,,,:_,:::,o\ EMPLOYEE CLASSIFICATION 0 {) O 0000000000000000000000000000000000 FIRM TOTAL 00 /2 0 , , , o , , , _ _ , , , _ „ 0 0 , _ , , , , o o e 0 0 o _ o _ _ _ /! )Q , 0000000000000000000000000000000000 $! 0 )) , , , 0 , o o 0 0 o o 0 , _ _ 0 _ „ o , , , 0 0 „ _ _ , , , , 0 )t OVB 0 , 0 0 _ 0 _ _ „ 0 = , , , _ = 0 0 , _ , _ , , , , , 0 _ , = 0 0 0 §` 0.-g , 0, 0__ 0 „ 0,__,,,_ 0 0 0, 0= 0 0 0= 00 0 0 0, 0 Notes: 0 })')4.00000 000000=,t2�ea000000000 0007 ro 22{°q&=*=0000 „ 0000,$!:4=0==,____0000 /e Lux :000000a0_.,__: {/$°qq:\ , oom 10 0:=,_0_,=,:#w = ,*=,=,___000000/ /)« &°00`0900 iii 0 /{)o2:E) �: , 0000000000002on000000_000000:( ®:®,())0000000 „ :,=(547,:=: „ 00_00,:) sir 3. Project General and Project Common Tasks 4. Roadway Analysis 5. Roadway Plans 6a. Drainage Analysis 6b. Drainage Plans 18: Environmental Permits, Compliance & Clearances 9. Structures - Misc. Tasks, Dwgs, Non -Tech. 10. Structures - Bridge Development Report 11. Structures - Temporary Bridge 12. Structures - Short Span Concrete Bridge 13. Structures - Medium Span Concrete Bridge o 115. Structures - Segmental Concrete Bridge 16. Structures - Movable Span 17. Structures - Retaining Wats 18. Structures - Miscellaneous 19. Signing & Pavement Marking Analysis 20. Signing & Pavement Marking Plans 21. Signalization Analysis 22. Signalization Plans 124. Lighting Plans - 1 25. Landscape Architecture Analysis 26. Landscape Architecture Plans 27. Survey (Field & Office Support) 28. Photogrammetry 29. Mapping 30. Terrestrial Mobile LiDAR 31. Architecture Development 32. Noise Barriers Impact Design Assessment 33. Intelligent Transportation Systems Analysis 34. Intelligent Transportation Systems Plans 35. Geotechnical TOTALS1 00 CO /§ ) $ ) . - \ - ns B and 0 match. for employee cla ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS - FIRM TOTAL Project Name Indian Creek Drive from 26th Street to 41 429228-2-58-01 Financial Project Number. Name of Consultant Ribb FAP Number Staff Hour Distribution Percentages - Firm. Total .0 12- 3 0 3 0 0 3 0 O a 0 O 3 O a 0 O 3 0 O 3 O 3 0 O 0 0 O 3 0 O 3 0 O 3 0 O 3 0 O 3 O 3 0 0 3 0 O 3 0 O 3 0 O 3 0 O 3 0 O 0 0 O 3 O N N � C U qoq � 4 O O 0 O 0 O 0 V O 0 0 0 3 O c V (J 0 0 (3 0 6 O V 0 (3 0 (3 U N C �4- p (3 0 0 0 0 0 (3 O 0 Y7 ci v 0 ti 0 ti 0 ti 3 O 0 O 0 0, O p (3 O 0 O (3 0 N C U 4 O 4 O 0 (j ((7 0 0 O 47 33 0 0 0 0 0 n 0 0 N W UA N C N iP 0 0 0 3 O 317 0 O 0 0 0 (i O ci 0 0 c a O 0 3• O (i 0 0 : a a N W N Uco a° 0 0 0 O O O ci 41 a 0 O O O O 0 (3 0 O 0 0 0 0 O O 0 0 ro o N - k 0 (i i 0 O 0 0 0 3` 0 0 0 0 O 0 0 0 CJ 0 N P N 0 0 0 3 O 0 0 0 0 ci 0 a O (? 0 0 0 0 a (J (? c 0 m W 0 0 0 c7 (i 3 ci 0 0 0 S7 (J 0 CJ 0 0 0 O 0 (J (7 0 0 0 O Q 0 0 C) ci 0 0 Sr. Engineer 0 0 (i O 0 (J ci 3 lI 0 O ri 0 0 O (3 0 0 33 3 a 7v m 'o 'm aW 0 (7 0 i5 0 3P 0 CJ 0 0 C7 0 0 0 (3 ,y 0 (7 ci ii 6 fl 0 (? r 0 GJ 0 0 (3 (i Y. v a '0, W v rn o c 0 0 (J (3 O O lV t7 (? 0, S7 0 0 O O (O O CS O n 0 O O O 0 3 ri 0 0 O 7 0 0 0 O O 3Y 0 O CJ O 0 (? ci 0 33 O O O O O O O O O O 3 c 8 ro 0 8 m E 0 33 17 d 33 E 06 F z 2 of a m` i 17 H m 2 2 m 0) v m m 0 0. m L m 77 3 2 m a 00 d m 17 2 33 sa .92 1.5 .92 (171 18. Structures - Miscellaneous P. 0 a. 0 (0 8. 35. Geotechnical ESTIMATE OF WORK EFFORT AND COST- PRIME CONSULTANT 0 6 4,9E 0 U 0 N m E 0 o,�Nm Average Rate Per Task o»1°i o o u o Q P a P 9 w w u w» u u R o u o w m,.T� = 7 ., t. y 0‹ 3‹ r m E ' F, . 4,- - 8888888 N va{88888888888 m N 888888888228 b h 30 M m rW .W m of s; r. = m N a o 0 °) mn cv 0 0 0 0 0 0 0 0 0 0 M' M o 0 0 0 o a o 0 0 0 0 m US0000000000000000000000000000000000 ry 1'5 o 6°O0000000000000000000000000000000000 n Aw to m UOj00000000000000000000000000000000000 N h` 0° t .A. 4. N o 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a � V •R m 4. 08 o U .� N0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n o w o" N o N a m o 0 0 0 0 0 0 0 0 0 o r,e- 0 0 0 0 0 0 0 0 0 0 0 0 n l2' m a 'Oc W m V 0 0 0 0 0 0 0 0 0 0 m r0 0 N m o 0 0 0 0 0 0 0 0 0 a 0 m m a C W N N 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 a m 0 m y . mO L- w 0 y o N N 0 0 0 0 0 0 0 0 0 0 m I, - o 0 0 0 0 0 0 0 0 0 0 o 1 v 8 r F. oc N W 1m a o 0 0 0 0 0 0 0 0 o ro m o 0 0 0 0 0 0 0 0 0 0 0 0 0 N fn m w ,b°.� L. i o o 0 0 0 0 0 0 0 0 o m moo 0 0 0 0 0 0 0 o a. o a N GO 8. n N N w a E€ N °'. 0 rn 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 o N. Staff Classification 8 H u m r N F U F- a tt ` ` a ' n d E m z°J,40° E. m r rn 0 0 �n x u o 0-a '� v° y. 4 a R-- Yi ro mc c c ry m e a m Q a c' al n m H o Q � m � � @ �, m m N o� rn tl �+ a _ 8 > S G m o Yi a _ 2y G� Yui 2 2 2 2 2« � c N_ m L K tt 7 4 w 2 N 7%1 g h M g g m y m N (V M V N (O N C 3 AA A,3 s, a,) 2 m 8 8 n g n %n %n %n m v> m V) « N GO nused subconsultant rows may be hidden. g 0 x1 GO Project Activity 4: Roadway Analysis Indian Creek Drive from 26th Street to 41st Street - ITB Estimator: CR 429228-2-58-01 Level III TCP 1.47 miles x 54 hrs/mile = 79 hrs 24 hrs for additional Design Variation (Superelevation Transition) \ Cost estimates co 0 g 5 5 M 5 9 j 5 § 3 5 « 3 § 5 Typical Section Package Pavement Type Selection Report Pavement Design Package Cross -Slope Correction Horizontal Nertical Master Design Files ( ('q ) Roundabout Evaluation Roundabout Final Design Analysis Cross Section Design Files Traffic Control Analysis Master TCP Design Files Design Variations and Exceptions Design Report Cost Estimate e Project Activity 4: Roadway Analysis 8 field reviews for driveway and property harmonization x 2 ppl x 4 hrs each - total of 32 properties to harmonize. 0 co CD 0 O N O N N CO J Technical Special Provisions 4.17 'Other Roadway Analyses Roadway Analysis Technical Subtotal co co O 0 0 a O Q.. 0 z 0) 0 J J N J J J J 0) J 4.18 (Field Reviews 4.19 IMonitor Existing Structures 4.20 Technical Meetings Quality Assurance/Quality Control N d 4.22 'Independent Peer Review 4.23 'Supervision Coordination 0 0 0 0 0 ro 0 4 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 2. O O O O O O O O 0 01 O 0 O% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Typical Section Access Management 15% Line and Grade Local Govemments (cities, counties, MPO) Work Zone Traffic Control 30/60/90/100% Comment Review Meetings Other Meetings N ubtotal. Technical Me 0 0 0 a 0 0 v 0 N 0) :S d 0 N 0 Phase Review Meetings 6 U Indian Creek Drive from 26th Street to 41st Street - ITB Project Activity 5: Roadway Plans 429228-2-58-01 Representing Print Name SignaturefDate City of Miami Beach Ribbeck Engineering, Inc. NOTE-.. Signature Block is optional, per District preference 9 typical sections (low range) Assuming 20 summary of quantity sheets for roadway items. ro OI 0 m N 0) 0) U) O 0) 0 E 0 U (0 ro w (0 c Laa 0) 0) o N a C 0) ro 0) N 0) C (6 'N N 0) 'o O o d' ro ro () 0 E 8 N N 0 Low Range - 15 Intersection grading details (low range) O O O 5.2 Summary of Pay Items Including Quantity Input 5.3 'Typical Section Sheets N O O 00 O O O O co O O 0 TN' m M O to (:5 M O O O O O O N 0 O O O u0 N 0) 0) a) .0 0) 0) 0) CO 0) 0) (0 5.3.1 'Typical Sections Typical Section Details N on N 5.4 'General Notes/Payltem Notes 5.5 'Summary of Quantities Sheets 5.6 1 Project Layout 5.7 1 Plan/ProfleSheet 5.8 I Profile Sheet 5.9 I Plan Sheet 5.10 'Special Profile 5.11 1 Back -of -Sidewalk Profile Sheet Interchange Layout Sheet N 5.13 !Ramp Terminal Details (Plan View) 5.14 'Intersection Layout Details 5.15 'Special Details 5.16 I Cross -Section Pattern Sheet(s) !0 0 0) E 0) a a 0 0 CV! O z E 0) 0 aI 0) 0 (0I E 0) 0 0) N 0 0 10 N D N m P 1.OI 01 N N Project Activity_ 5: Roadway Pla Low Range cross sections for full roadway reconstruction at driveways and side streets { ) \ Ta co ca 0 co 2 \) CD \j ce 00 0 0 CO 0 0 0 0 0 co G 3 \ O 0 0 0 0 0 \ } \ ) \ / \ / 5.17 I Roadway Soil Survey Sheet(s) 5.18 I Cross Sections 5.19 1Temporary Traffic Control Plan Sheets Temporary Traffic Control Cross Section Sheets § ui 5.21 !Temporary Traffic Control Detail Sheets 5.22 !Utility Adjustment Sheets 5.23 Selective Clearing and Grubbing Sheet(s) 5.24 Project Network Control Sheet(s) 5.25 !Environmental Detail Sheets 5.26 Utility Verification Sheet(s) (SUE Data) hnical Subtotal Roadway Plans Te QualityAssurance/Quality Control { / § co co co (0 Indian Creek Drive from 26th Street to 41st Street - ITB Estimator: CR 429228-2-58-01 Representing PiintNanie Signature/ Date City of Mlami Beach Riiibeck Engineering, inc. NOTE: Signature Block is optional, per District preference Final Drainage Report O O O O O O O VN' O O O O 0 O 0 0 O O O N 0 O co 0 0 O O co O Per Location m 00 a Per Ditch Mile W U a J Drainage Map Hydrology Base Clearance Report Pond Siting Analysis and Report Design of Cross Drains Design of Ditches m a N 0 U ro LI. c a E U) m co c ro OOoQ c ro 0 0 Design of Floodplain Compensation Design of Storm Drains Optional Culvert Material French Drain Systems Drainage Wells Drainage Design Documentation Report (0 N Do N (0 a L co • a) c E 0 ta0 0 0) 0 0 0 N M II .0 (0 a) a 0 0 0 O 0 E 0) 0 a co m0 PS 0 a 1 phase review meeting per component, 3 components, 3 hrs each O 0 O 0) O 0) 0 N O 0 0) •0 D (0 0 m 0 0 u) O c_ Z N N 0 J J co J J J J J co 6a.15 Temporary DrainageAnalysis Cost Estimate 6a.17 (Technical Special Provisions 6a.18 'Other Drai nage Analysis 6a.19 'Field Reviews 6a.20 Technical Meetings Environmental Look -Around (ELA) Meeting (00 6a.22 IQualityAssurance/Quality Control 6a:23 I Independent Peer Review 6a.24 (Supervision G: 0 f5 0 0 N (0 0 0 0 c PM attendance at Progress Meetings is manually entered on General Task 3 PM attendance at Phase Review Meetings is manually entered on General Task 3 0 O O O 0 0 0 0 0) 0 0 M 't 0 C) 0 0) M W W W Nk Base Clearance Water Elevation 0) (7) -o0 0. 0) Local Governments (cities, counties) FDOT Drainage Other Meetings 0 !±i Subtotal TechnjcaiMs Progress Meetings (if required by FDOT) Phase Review Meetings rim4_Fee_I n ten m N o rth_26to41 _S u p p l eme nta I Indian Creek Drive from 26th Street to 41st Street - ITB Estimator: CR Representing PrintName' Sig nature Date FDOT District Ribbeck Engineering, Inc. NOTE: Signature Block is optional, per District preference Low Range - 4 sheets x 16 hrs/sheet ) / ) \ asks (charged for 100 proposed DS). co ) F— ctF• 0 (0 2t- .5 \ \ \ £m£ , .s - f) / /\// (E -T5 0) 8) \\ co co co CO + co co 0 ƒ � f « co co co co —J 6b.1 Drainage Map (Including Interchanges) / 8 § a 8 6b.3 [Summary of Drainage Structures 6b.4 'Optional Pipe/Culvert Material Drainage Structure Sheet(s) (Per Structure) 6b.6 'Miscellaneous Drainage Detail Sheets 6b.7 'Lateral Ditch Plan/Profile 6b.8 'Lateral Ditch Cross Sections 6b.9 Retention/Detention Ponds Detail Sheet(s) 6b.10 'Retention Pond Cross Sections 6b.11 'Erosion Control Plan Sheet(s) SWPPP Sheet(s) co 6b.13 'Quality Assurance/Quality Control 0 Indian Creek Drive from 26th Street to 41st Street - ITB Estimator. CR 429228-2-58-01 U) 0. 0 0 0 0 ( . Ribbed< Engineering, 3 hrs x 18 sheets = 54 hrs Meetings are listed below - 0 0 0 0 0 0) 0 0 0 3- 0 0 oo 0 co 2 10 2 CO _J 10 0 0 0 (c) (c) 0 0 -J Traffic Data Analysis No Passing Zone Study Reference and Master Design File 6 19.6 'Sign Lighting/Electrical Calculations 19.7 ;Quantities 19.8 f Cost Estimate 19.9 'Technical Special Provisions 19.10 !Other Signing and Pavement Marking 19.11 !Field Reviews 19.12 'Technical Meetings 19.131Quality Assurance/Quality Control 14 !Independent Peer Review o 19.151Supervision 0 (1) Page 13 of 18 10 0. 0. coI 0 z71- 0 10 0)1 0) 10 *E) 5, rci c < o c (9 LE c 2 ocr n co E 01(0 N ) # � \ « m ƒ 0 « 0 PM attendance at Progress Meetings is manually entered on General Task 3 PM attendance at Phase Review Meetings is manually entered on General Task 3 .0 » ƒ q + � \ 0 � } � 41 § \ ° Page 14 of 18 ian Creek Drive from 26th Street to 41st Street - ITB 429228-2-58-01 Representing P inttiatne Signature1'Date ' City of Beach Rbbeck Engineering, inc. NOTE: Signature Block is optional, per District preference 0.} § To c)3 Z 0 Zco o MINIM EMI= k + & ƒ -J # 20.15ISupervision « Indian Creek Drive from 26th Street to 41st Street- ITB 0 / ƒ 429228-2-58-01 Representing Print Name Signature l` Date. City of Mami Beach Ribbeck Engineering, Inc. NOTE: Signature Block is optional, per District preference Assumiung 4 IISNS 2 hrsforfirst intersection + 1 hrx2 additional intersections 0 0 co 0 0 « # 0 0 0 0 0.1 E § § S g § S Traffic Data Collection \ 0 ) 21.3 'Signal Warrant Study 21.4 'System Timings 21.5 'Reference and Master Signalization Design File 21.7 Overhead Street Name Sign Design Pole Elevation Analysis 21.9 'Traffic Signal Operation Report 21.10 !Quantities 21.11 'Cost Estimate 21.12 'Technical Special Provisions 21.13 Other Signalization Analysis w 5 3 5 0 21.141 Field Reviews 21.15'Technical Meetings 21.171 Independent Peer Review 21.18 'Supervision + \ oo Page 16 of 18 nalization Analysis O a 0 c°v 0) Coordination m 0 0 0 Cl a=e Ut 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 th c 0 0 0 0 w w m' C F 0 0 0 a' a '0 2 0 o q C CS 0 N 0 1- > d: N m � �a (0 a a H I 0 Ho v CO q '<.) V Page 17 of 18 $ ca Q •/ 464 Indian Creek Drive from 26th Street to 41st Street ] 429228-2-5 Represeitr tg PrfntName'SignattrrelDate' City of Miami Beach Ribbeck Engineering, inc. NOTE: Signature Block is optional, per District preference General notes co\ (1) video detection detail, (2) controller cabinet PL service point detail sheet Mast arm tabulation for new mast arms co cv �$ » 0 # 0 Yi cn 1-6 / CO 6 22.1 I Key Sheet 22.3 'Tabulation of Quantities 224 'General Notes/Pay Item Notes 22.5 'Plan Sheet 226 'Interconnect Plans 22J 'Traffic Monitoring Site Guide Sign Workshee 22.9 'Special Details 22.10'Special Service Point Details 22.11 I Mast Arm/Monotube Tabulation Sheet 22.121 Strain Pole Schedule 22.13 TCP Signal (Temporary) 22.14'Temporary Detection Sheet 22.151 Utility Conflict Sheet 22.16' Interim Standards Signalization° PI -J 0 ialization, P11 } N. co ( Task #11 — Post Design Services for Roadway, Drainage, SPM and Signalization Protect Staff Hour Summary 2� o co C N O) m 0 srN 0 0 N a0i m N E O m 0 0 A 'o 0 Ribbeck Engineering, Inc. Name of Consultant: o 0 Y tn v oo ' p, C' E F N O 82 I co O O W tV tq O O £i O C1 s5 0 am'.. o n7 4) U8 o h. 20 41) , 0 `. (° t V) c:. 7 N 0 0 wQ 0 Gn 0 Project Total Boo 1. 0:.. ID CO LO 26 O W ro O O Q (Project General Tasks Roadway :a n (Structures Signing and Marking Signalization Lighting Landscape Architecure �u z: Q M V N (o I. CO 0) O{ U E O 2 mm s 8 P. x o ro `o 3 e o E UI � T.5) a o N C =O U =N N N O E E r .42 N C N N C 'O4 0 mai E U N U C N a (0 N N r• CC C.g 8 C N 40 op N p}�} C 0 ` a N O O 0 d 4 N rs0 E N 0 (0 0) LL M ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS - GRAND TOTAL Project Name: Indian Creek Drive from 26th Street to 41st - Post De 429228-2-58-01 I Project Number: C 11 C w Name of Consultant Ribb d 0 FAP Number. 0 U Z o Z LU CC a TOTAL STAFF HOURS RANGE 80 88 550 605 26 29 1 0 0 80 88 0 o 0 o o op n (0 (0) 0) 0'- EMPLOYEE CLASSIFICATION Staff Classi- fication 12 I Hours 0 0 0 0 0 0 0 0 (Prime Cconsultant) N r N C U ,.oa o 0 V, 0 0 0 0 0 0 0 0 V! 0 N C 00 0 0 N 2 0 0 0 0 0 0 0 0 20 p G N U° o o N )0 0 0 0 0 0 0 0 0 N c eC ° oo ox N 0 0 0 0 0 0 0 0 i r 0 .b 0 o rob= N 0 0 0 0 0 0 0 0 C y ,L,-;.2). o 0 0 _ N o7 0 <o m 0 0 '11 s2 C a) 2 o .m,c 2 (0 O N o�(0 0 0 dr U N N p O C 2 W :2. M O (0 O O O r- U N N o rn a o a.w 2 N o 0 0 ,-- 0.g o o a c 2 Nw o` N 0 o o co & . 2 F, O W a.o O r N O O O M N r'lin E L O O =fn co F N W _ N N G W 00 0 0 W WORK ACTIVITY 3. Project General Tasks N. Roadway w O _ 5 N 6. Structures 7. Signing and Marking 8. Signalization mC L J 0 110. Landscape Architecure TOTALS Ribbeck En O r W Staff Hour Distribution Percentages - Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'N N m U Q 0 G Oi O 0 03 G 0 0 0 0 U o 0 C;? 0 0 CJ 0 0 O O C7 03 0 0 0 N O (0 O o m B Uw ti G7 0 0 0 0 ti 0 0 0 0 0 No> UaC 8 N C7 0 O 0 0 0 n 0 N'M � C o ro 03 n 0 O O O n 0 n O Ci N r O C U .5 8 0 0 0 O 0 0 0 0 07 0 0 C rn 0 0 0 0 0 0 n 0 E em W 0 ci 0 U 0 03 0 O C C W O GJ a O C? 0 O U pOj L.. .Q aW 0 a O 0 C? 0 3 o c a C (0w 0 0 0 O U O 0 CD O W 4 0 0 O C7 n O O C.7 E 2 k E w s N 2, SN U' m co O m O 0 3. Project General Tasks 6. Structures 7. Signing. and Marking c 10. Landscape Architecure 5 50 n Technical Proposal for Districts req z 4'e Name of Project: County: FPN: FAP No.: ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT Indian Creek Drive from 26th Street to 41st- Post Design Services Miami -Dade 429228-2-58-01 Con C Staff Classlficafior Hours From «SH Summary Firm" Project Manager Sr Protect Engineer Project Engineer Sr, Engineer Engineer Intern Sr. Designer Staff Classi- fication 7 Staff Classi- fication 8 Staff Classi- fication 9 Staff Classi- fication 10 Staff Classi- fication 11 $65.00 $58.00 $56.00 $60.00 $31.00 $26.00 $0.00 50.00 $0.00 00.00 $0.00 3. Project General Tasks 80 80 0 0 0 0 0 0 0 0 0 0 4. Roadway 552 110 110 110 55 109 54 0 0 0 0 0 5, Utilities 26 5 5 5 3 5 3 0 0 0 0 0 6, Structures 0 0 0 0 0 0 0 0 0 0 0 0 7. Signing and Marking 82 16 16 16 8 17 9 0 0 0 0 0 8. Signallzallon 60 12 12 12 6 12 6 0 0 0 0 0 9. Lighting0 0 0 0 0 0 0 0 0 0 0 0 10, Landscape Architecure 0 0 0 0 0 0 0 0 0 0 0 0 Total Staff Hours 800 223 143 143 72 143 72 0 0 0 0 0 Total Staff Cost $14,495.00 $8,294,00 $8,008.00 $4,320.00 $4,433,00 $1,800.00 $0.00 $0.00 $0.00 $0.00 $0.00 Form Revised 04/04/06 2017_08_11 lndlenCreek Fee_Post_Design Fee. Sheet - Prime Page 4 of 3 SALARY RELATED COSTS: OVERHEAD: OPERATING MARGIN: FCCM (Facilities Capital Cost Money): EXPENSES: SUBTOTAL ESTIMATED FEE: GRAND TOTAL ESTIMATED FEE: Estimator: Carlos Ribbeck, PE k 0 z o 0 0 0 0 may 0 o o k`. CO co \ 0 0 General Task \ / \ \ \ / / 0 0 o 0 / 0 0 2 / 0 0 0 0 0 0 0 0 0 0 0 0 0 \ 0 0 0 0 0 0 \ 0 0 CO 2 0 0 CO 0 0 CO CO 0 0 0 ? % CO / 0 0 CO CO / 0 0 0 0 c CO OD CD 0 0 o \ § $ Signing & Marking 0 ƒ k 2 0 / 0) 2 0 kk @ r < 0 e c 2 Form Revised 06/27/07 ti 0 N c N CD E O L 0 0 0 V 0 E c C� G 473 0 0 E 0 oOS N C O 050 "a 4 t 0T 4�+ O Supplemental Project Staff Hour Summary Name of Consultant: Ribbeck Engine CO 0 ) 0 \ Drainage Analysis Drainage Plans Env. Permits, Compliance & Clearan Structures - Summary, Misc. Tasks, \ Temporary Bridge Short Span Concrete Bridge Medium Span Concrete Bridge Structural Steel Bridge Miscellaneous Structures Signing & Pavement Marking Analysis Signing & Pavement Marking Plans Signalization Analysis Lighting Analysis Lighting Plans tecture Analysis Landscape Arc Survey - Field and Office Support { \ Terrestrial Mobile LiDAR ( \ i Noise Barriers Impact Design Assessment 0. 7 Lo 2 2; 2 2 2 f f G; g;; e;&; 4@% w@ 7: 7 Survey Field Crew Days CO 03 a. ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS - FIRM TOTAL Indian Creek Drive from 26th Street to 41 Project Name: 429228-2-58-01 d E 2 so!: m C Name of Consultant: Ribbeck En 0 F- FAP Number. 0 0 a z O F- z w K Z a TOTAL STAFF HOURS RANGE 723 795 O O O O 'O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O' 0 O 0 O 0 0 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0' O 0 o 0 O 0 O 0 O 0 N n M N N. EMPLOYEE CLASSIFICATION uN N N 2 U O o Vex o o ow O O O 0 co O O O O O O o 0 o O O o 0 0 0 0 o O o O O co O coo O N 2 0 O E EY N 4 O O O co co O co co 0 0 0 0 O 0 0 0 o O O O O O O O O O 0 0 0 0 O O O o O 'h O e C N sc,n0 O= `'- O 0 0 0 0 0 0 0 O O O co co co co O O O o O O o O O O O o 0 0 0 0 o O o co ..°) N c 0 '.Oa e, Bx 0 O O O O o O 0 O o 0 0 0 0 0 O co O o O O O o O O O O O ow O O O O O O T;);;W m O ` 0:p o E8x o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000000 IN' U° o �x w U 0 0000000000000000000000000000000000 ro c O) 2 0 = N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 43 2 Eq v= c W o 0000000000000000000000000000000000 °a W= x 0) M co 0 O O 0 0 0 0 O O o O O O O 0 O co 0 O O ow O O' O O o o O O O co M V, w 2 c O8 O'm aWx O 0000000000000000000000000000000000 2L6 v 2 .0 am= COW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 km2 O 0 'O Q- x M O O O O O O O O O O O o O o O O O co O O o 0 O O o O 0 o O O o O O 0 o 0 , 5 N N 4-O- F= LEF n 00 000 n O t.,.; Q 13. Project General and Project Common Tasks 4. Roadway Analysis 5. Roadway Plans 6a. Drainage Analysis 6b. Drainage Plans N v P D . 8. Environmental Permits, Compliance & Clearances 19. Structures - Misc. Tasks, Dwgs, Non -Tech. 110. Structures - Bridge Development Report 11. Structures - Temporary Bridge 12. Structures -. Short Span Concrete Bridge 13. Structures - Medium Span Concrete Bridge 14. Structures -Structural Steel Bridge 15. Structures - Segmental Concrete Bridge 16. Structures - Movable Span m Ill cr 9 UZ n 18. Structures - Miscellaneous 19. Signing & Pavement Marking Analysis 20. Signing & Pavement Marking Plans 21. Signalization Analysis 22. Signalization Plans 23. Lighting Analysis c m a m a co J N 25. Landscape Architecture Analysis 26. Landscape Architecture Plans 27. Survey (Field & Office Support) 28. Photogrammetry 29. Mapping 30. Terrestrial Mobile LiDAR 31. Architecture Development 32. Noise Barriers Impact Design Assessment 33. Intelligent Transportation Systems Analysis 34. Intelligent Transportation Systems Plans 35. Geotechnical TOTALS 0( ield Survey Estimate: 4 -man crew days 0 hours calculated for emplo', ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS - FIRM TOTAL 0 Project Name Indian Creek Drive from 26th S 429228-2-58-01 Name of Consultant Ribb O ro FAP Number. Staff Hour Distribution Percentages - Firm Total -03 1- (� ,CuF 0000a0000eee000oo 00008O000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 'O 0 0 0 0 0 0 :0000000000000 o N 0 0 0 0 0 0 0 0 0 0 0 0 0 u N `a 00 iU 6 0- D 0 6666666 0 0 0 0' 0 0 O 0 066 o 0 0 t O t3,6666666666666666666 60.606 . 1 ry O 1 0 0 0 0 O (:.l b (J O 8: Ei- o O 0 66 J 0 0 O o 0 0 J 0 0 0 O o () O 0 0 66660666 0 ` O O i 1 0 60 0' (.? 0 0 0 0 0) 0 0 (? 6 0 0 0 6 6 0 0 4�> 0 6 0 0 6 6 0 0 6 0 6 6 0 0 0 6 y630 85 E g4 g' Ci O �. ) 00fl O 6 o , ]0 0 O .; 0 6 O . 8 C O O u i O O O 6 8 O 6 '. On 0 6 J O 1.1 O oy g O d O O o 0 \ O O J o 6 0 0 O O 0 8 O O 0 8 6 o ) (+m w l 66666666,606666666 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 d666,666 ' 0 0 0 0 0 0 0 0 6666666 0 0 0 0 N 00 m o U 7k 0 0 ,T 0: •o o` 0 t�": o 0 0 ci 6© . •O 0 i3 O 0 "n oI'�'� 0 6 O �f o 0 0 O t_) a 1 0 0 d O 0 FJ 0 6 6 0. O 0 O O 0 \ 0 0 6 ci <a. 0 0 0 L O Vii. o o r3 a IJ g: 0 0 0 o O •. 8 Y3 6 C) , Q. 60686666 L Q f 0 J 4:,' ' d O O 6 yr, 10 C U O 0 k _ ii. 0 % O 0 o o 0 y 0• 0 0 0 S nnr� 0 4 0 6 .. * •0 0 0 0 .o O (3 0 6 .Sa 0 0 0 0 ` 0 0 0 c) .ten 0 0 0 0 g 0 0 0 0 0 o 0 0 n U 0 0 ci d 0 0 6 O . o `0 O 6 0 6o, 6 O 8 o ci c o 0 0 0) W ❑ v) aY 9 p 'r, ; 0 1 c O o o o 0 0 (_ o O O o o 0 0 0 0 0 o 0 ) ci c L 0 0 0 o �I 0 n c. 0 0 o 0 =l 0 ci L 000)0000,0000 ci o 0 0 0 0 0 6 6 0 6 0 m 'gda ' o O oa0O0 odd O 0 0 o 0 �! O n o 0 o O O O u 6 o o O O : o 7 o O O r 0 60 0 tJ 0) • C • W cii +Xty; ,u 0000 _ o ,3`-.' 0 o u t�l o o \ 0 0 0 0 .` ao 0 3') 0 0 a 0 0 0 0 .. 0 o o 0")) .,u 000000000000000! 0 0 .. o o R o 6 o 0 0 0 6 0 amu. 0 0 ate+ O o `y 1 0 0 0 .e o 0 (0l 7 0 p , c' Li 0 ? o 0 0 o O (3 O 0 o 0 O 6 6 0 V 6 o 0 f3 x.l a 0 8 6 U 0 0 6 d 0 0 c: o 0 0 o c_i 0 0 a o 0 `0 ci ci 0 0 O o 0 o 0 o o 0 ci o o 0 o ci 0 0 o O i N N 0. C `: :l F- ci \ .6a 0 0 o 0 \ o O ., ` O o .• 0© 3. 0 f l d o 0 o \ 0 6 .Ta`,'n 0 O V 0i 6 0 0 0 ci . 0 0 . !� 0 `Y; r .6 3 J O O c(' -_'}i a) 'O• N .n 0 O 0 . 0__)OO1000 i a 0 '?. 4c 0 o ` 0 0 .i ,'i 0 0 ioOo 0 o 0 U .p .r> 0 o r\ ?:3 00 0o .0'3 6 ai r> o oCooCo O o i ci 0 o ri . 0 u O 0 oooOd n ri 0 0 Ptta E 32 „€ Z N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 r3,. Prc4ect.%ene7al arui`Project Cblxirmon Tasks 4. Roadway Analysis 5. Roadway Plans 6a. Drainage Analysis 6b. Drainage Plans 7. Utilities 8. Environmental Permits, Compliance & Clearances 9. Structures - Misc. Tasks, Dwgs, Non -Tech. 10. Structures - Bridge Development Report 11. Structures - Temporary Bridge 12. Structures - Short Span Concrete Bridge 13. Structures - Medium Span Concrete Bridge 14. Structures - Structural Steel Bridge 15. Structures - Segmental Concrete Bridge 16. Structures - Movable Span 17. Structures - Retaining Wats 18. Structures - Miscellaneous 19. Signing & Pavement Marking Analysis 20. Signing & Pavement Marking Plans 21. Signalization Analysis 22. Signalization Plans 23. Lighting Analysis 124. Lighting Plans 25. Landscape Architecture Analysis 26. Landscape Architecture Plans 27. Survey (Field & Office Support) 28. Photogrammetry 29. Mapping 30. Terrestrial Mobile LiDAR 31. Architecture Development 32. Noise Barriers Impact Design Assessment 33. Intelligent Transportation Systems Analysis 34. Intelligent Transportation Systems Plans 35. Geotechnical 8/112017 11 63 PM ESTIMATE OF WORK EFFORT AND COST PRIME CONSULTAN U 41st Street Management and Coordination Meetings - Supplemental 2 reek Drive from 26th Stree Average Rate Per Task iA it ik it ik ik ik Yk ik ik it ik qk ik Yk ik Yt 7k # ik it Yk ik qt qk qk w Z` m > 4-,°, U Q po oK » Ni N 2 N f9 8 2 2 02 w w M 02 w w 2 2 aN oW aW 8 2 aN oW oN w 2 oN dW oN aN N w A Z m�-.� N o 0 0 0 0 0 0 0 0 o0000000aoa0a0 3�1 000 0 0 0 00000 o a o a a o 0 00 00 0 0 0.0 :::: N 0),?..:. lw `? N 0000o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0a 0 3 o t1 0 w n 00000 0 0 0 0 0000000000000000000000000 N U0 0 o o 0 0 0 0 o o o o o 0 0 o o 0 o a 0 a o 0 0 o o o o o o o 0 o. 6 j.2 tIllt!!!e K co NJ o o 0 o o o o o o o o o o 0 o p o o o o o o o o o o o o o o o o o 0 0 N n 0. , to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a N t o N w 0 0 0 0 00 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o w 3. 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CR £ � § 2 a a. 0 0 0 0 0 0 0 0 0 co a -J -J -J -J § : ) : 7 ) ( (11 } a. a. \ u. ! { { 0 @ co o CO co # { a. a. 0 ! 0 y 75) Lu > / 0 m G , \ 0 % ) e 0 # # cYi CO co 00. Project Activity 3: General Tasks 0 C: J Other Project General Tasks M E. CO + 3 0...c c ` @ O m m rn L N H 0 C3 m O m ▪ m -'S o 2 o ▪ p 0 v m 3 c m,ax(c) E IN c o . c • p m m E 000 N ;S E a E U O 11 j 4 M ▪ N 2x O N N¢ O 0 U a m (o ,E x 3 rn a) L x c o U) NE N ,03 L O m m rn E LIE. II O U r E0O 0 p O II C y V O N L o E x o of U � �-1 O x 018, c, H 1 E: �. E o f C (0 —. N o`' N o o) m M m M C N w U N+ E C L IF I2 N Et X O N =1 L 85:) C J X N N N 4v,c�iv0 C L 8 do N g .38 e2_o o m L l o'. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) C) 0 0 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (0 J J NL Roadway Analysis ((0 m 0) 8 Environmental Signing & Pavement Marking c 0 N 00) Landscape Architecture Photogrammetry ROW & Mapping Terrestrial Mobile LiDAR Architecture Noise Barriers ITS Analysis Geotechnical Progress Meetings Phase Reviews 0) 2 0) (9 5 0 8 zo Task #13 - Electrical Design and Plans for Pump Station P oCon Engin ng, Inc. � � Y August 2, 2017 Mr. Carlos Ribbeck, P.E. Ribbeck Engineering Inc. 14335 SW 120 St. #205 Miami, FL 33186 Re: New Pump Station at Indian Creek Dr. and 32nd Street, Miami Beach. Proposal/Contract for Electrical Engineering Design and Construction Phase Services. Dear Carlos: We are pleased to submit the following proposal/contract for professional services in connection with the above named project. ProCon Engineering, Inc. proposes to furnish the professional services outlined below for Ribbeck Engineering Inc, hereinafter referred to as the Client of the scope outlined below for the fee stipulated herein. I. BASIC SERVICES A. DESIGN PHASE SCOPE OF SERVICES 1. Prepare electrical drawings and specifications for client's submittal to agencies. 2. Meetings with the Client during design: Not to exceed four (4). 3. Visit site to gather information and to verify existing conditions. 4. Scope of work will be as follows: a) Engineer/Design/Specify electric power system to power three (3) new 80 HP 15,000 gpm each pumps with their own Variable Frequency Drive (460v 30 60 hertz), (1) 4 HP (480v 3o 60 hertz) electric actuator for Sluice gate and Control Panel. b) Engineer/ Design/ Specify a quick connect for a temporary portable generator to power pump station in case normal power is lost. 7240 S.W. 39th Terr. Miami, Florida 33155 Tel. 305-262-7630 Fax. 305-266-7798 E-mail: proconengineers@bellsouth.net/Website: www.ProConEngineers.net c) Engineer/Design/Specify new electric service from FPL furnished and installed pad mounted step down transformer. ProCon will provide required transformer rating to FPL. d) Engineer/Design/Specify grounding for new electric service as required. e) Prepare electrical quantity take off as required by FDOT from transformer to loads. f) Engineer/Design/Specify controls for the pumps and sluice gate with the support of pump manufacturer. g) Engineer/Design/Specify for a new stand-by generator with belly fuel tank to fully power pump station in case normal power is lost in lieu of a quick connect for a portable generator, (Add Alternate). B. BIDDING PHASE SCOPE OF SERVICES 1. Attend Pre -Bid Meeting: Not to exceed one (1). 2. Respond to RFI's. 3. Preparation of addenda (if required). 4. Meeting to discuss bids. C. CONSTRUCTION PHASE SCOPE OF SERVICES PROCON shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions or programs, these being the sole responsibilities of the Contractor. PROCON shall not be responsible for the Contractor's failure to carry out the work in accordance with the contract documents. The sole responsibility of PROCON will consist of the following: 1. Drawing revisions for building department (if required). 2. Respond to BFI's. 3. Review shop drawings and equipment documentation as submitted by the Contractor for conformance with the design documents. 4. Construction site visits/meetings and preparation of minutes: Not to exceed fourteen (14). 5. Prepare record documents from red -marked drawings provided by Contractor. II. ADDITIONAL SERVICES Additional services are not included in the basic services and shall only be provided if authorized by the Client in writing. Additional services shall include, but not be limited to the following: 1. The design of alternates in the contract documents or evaluation of substitutions proposed by the Client or contractor.. 2. The preparation of equipment pre -purchase specifications for the project. 3. Field inspections or meetings beyond those specified herein. 4. Prepare record drawings other than purely based on information as provided by the contractors. 5. Construction cost estimates, other than engineering opinions of probable construction cost. 6. Special consultants, including but not limited to, Structural Engineers, Civil Engineers, Architects, etc. 7. Hidden or concealed conditions requiring additional design or consulting services. 8. Evaluating information related to and/or attending meetings with Client, Owner, contractor, subcontractor, or other design professionals not specifically addressed in the Basic Services. 9. Making revisions to plans, drawings, specifications or other documents when such revisions are: (a) inconsistent with approvals or instructions previously provided by the Client; or (b) required by the enactment or revisions of codes, laws or regulations subsequent to the original preparation of such documents. 10. The evaluation of substitutions or voluntary alternates proposed by the Client, Owner and/or contractor. 11. Providing services required due to changes in the Project including, but not limited to, size, quality, complexity, the Client's request to trim the design for Project budgetary purposes, or the Client's schedule adjustments or design preference. 12. Providing consultation and/or furnishing services related to replacement of construction work, whether or not related to the Basic Services, damaged by fire or other cause beyond the reasonable control of PROCON during construction, and furnishing services related to the replacement of such damaged work. 13. Providing consultation and/or furnishing services related to the default of the construction contractor, defects or deficiencies in the work by such contractor, or failure of performance of either the Client, Owner, or construction contractor under the contract for construction. 14. Providing consultation and/or furnishing services pursuant to Client's request in preparing documents for alternate or sequential bids. 15. Providing consultation and/or furnishing services related to future facilities, systems, and equipment, when not specifically included in the Basic Services. 16. The re -performance of Basic Services and/or providing of additional services, of any nature, due to hidden or concealed conditions of the Site. 17. Providing prolonged contract administration and construction phase services as a result of owner delaying the construction phase because of scope changes, budget constraints or any other reason, or providing services to the Client during the Project bid phase which arise due to reasons outside PROCON'S control. 18. Providing any other services not otherwise specified within the Basic Services or any Change Order. 19. The evaluation, design or coordination of value engineering items proposed by client, owner, contractors or any other parties related to the project. 20. Commissioning of Electrical Systems. 21. Additional design efforts for dividing the project into separate phases or projects. 22. If the project is suspended for the convenience of the Client or Owner for more than six (6) months and then the project is resumed, PROCON shall be entitled to further compensation for Project Resumption expenses. 23. Extended services during the design phase as a result of Client or Owner delaying the design phase because of scope changes or budget constraints. 24. This proposal is made with the understanding that we reserve the right to submit a revised proposal if any requisite is further added by any governmental agency having jurisdiction over this project. 25. Any comments from Code Enforcement officials not directly related to our scope of design work which requires any additional work from PROCON. III. SERVICES NOT INCLUDED 1. Civil Engineering. 2. Architectural Engineering. 3. Structural Engineering. 4. Mechanical Engineering. 5. Fire detection and suppression Engineering. IV. FEES TO BE PAID Project will be done on a fixed fee basis. The amount of the fee to include the above services including Add Alternate but excluding reimbursables is $52,250 broken down as follows: Design Phase Services $24,000 *Add Alternate $12,000 Bidding Phase Services: $ 2,250 Construction Phase Services: $14,000 *Add alternate for the engineering/design of a stand-by generator to automatically power pump station if and when normal (FPL) power is lost in lieu of a quick connect for a portable generator. Invoices will be sent monthly to the Client by ProCon for work completed during that month. The invoice amount will be determined on a percent of completion of the project during the calendar month. The costs of blueprinting, reproductions, Fed -Ex and special messenger services will be billed at our cost and are not included in the fees quoted herein except for providing to Client three (3) sets of signed and sealed drawings. PROCON Engineering Inc. will complete the engineering and design of this project no later than 6 weeks after receipt of notice to proceed from Client. V. ASSUMPTIONS 1. Client will furnish PROCON floor plan and site plan in AutoCad files for this project. 2. Client will provide PROCON with electrical requirements and manufacturer specifications for each new machine or piece of equipment to be installed in the project area. 3. No UPS system. 4. No special grounding requirements. 5. Any testing services required during the design phase by PROCON will be arranged and paid for by Client. PROCON will provide in writing the required testing scope and evaluation and review of the test results for compliance with the required scope. VI. GENERAL CONDITIONS 1 Payments shall be made by the Client within thirty (30) days of the statement date or within 5 days of Client receiving payment. 2. If the scope of the project changes after this proposal is submitted, we reserve the right to submit a revised proposal based on the revised scope of work. 3. All governmental fees shall be paid by the owner/client. 4. The Client shall allow ProCon the right to terminate the agreement with five days notice in writing if the Client fails to perform its obligations as outlined in this Contract. 5. ProCon may, after five days written notice to Client, suspend services under this agreement until ProCon has been paid in full all amounts past due for services, expenses and charges. 6. In any action, suit or proceeding to enforce or interpret the terms of this contract, or to collect any amount due hereunder, the prevailing party shall be entitled to reimbursement for all costs and expenses reasonably incurred in enforcing, defending or interpreting its rights hereunder, including, but not limited to, all collection and court costs and all attorney's fees, whether incurred out of court, in the trial, on appeal, at bankruptcy, or administrative proceedings. VII. AGREEMENT BY THE CLIENT 1. The Client agrees to assist ProCon — at no cost to ProCon — by furnishing available pertinent information and any other data relative to the performance of the services for the project. 2. The Client shall designate a person to act as the Client's representative with respect to the services to be performed under this agreement. Such person shall have complete authority to transmit instructions, receive information, interpret and define the Client's policies and decisions with respect to materials, equipment, elements and systems pertinent to ProCon's services. 3. The Client shall allow ProCon the right to terminate the agreement with five (5) days notice in writing if the Client fails to perform its obligations as outlined in this contract. 4. Invoices will be sent monthly to the Client by ProCon for work completed during that month. The Client recognizes that time is of the essence with respect to payment of ProCon's invoices, and that timely payment is a material part of the consideration of this agreement. The invoice amount will be determined on a percent of completion of the project during the calendar month. 5. The Client recognizes that time is of the essence with respect to payment of ProCon's invoices, and that timely payment is a material part of the consideration of this agreement. ProCon may, after five (5) days written notice to Client, suspend services under this agreement until ProCon has been paid in full all amounts past due for services, expenses and charges. VIII. ACCEPTANCE Acceptance of this proposal may be indicated by signature of a duly authorized official of the Client in the space provided below. One signed copy of this proposal returned to PROCON will serve as the notice to proceed. Should this proposal not be accepted within a period of thirty (30) days from the above date, it shall become null and void. The Client recognizes that time is of the essence with respect to payment of ProCon's invoices, and that timely payment is a material part of the consideration of this agreement. Invoices shall be paid within thirty (30) days of the invoice date or within 5 days of Client receiving payment. Thank you for the opportunity to submit this proposal/contract. Sincerely, A (1 Fernando /� .. �' .E., LEED® AP President Agreed to this day of , 2017, RIBBECK ENGINEERING, INC Signature Name Title z:\proposals\ribbecic engineering, inc\new pump station at indian creek dr. and 32nd st. 8.01.17.doc Task #14 - Supplemental to Task #5 - Lighting Post Design Services Name of Consultant Federal Aid Project Identification Number: 439228-1-58-01 Financial Project Identification Number: Miami -Dade 0 C) 0 0 U W U Name of Prime / Subconsultant: eet to 41 Stre A/ Indian Creek Drive from 25 S Project Description: N 0 2 Project Length: End Milepost: Begin Milepost: (Divided / Undivided) Lane Configuration: (Urban / Rural / Int.:) Typical Section: Number of Lanes: (Minor/Major) ProjectType: 0 E Proposed Post Design Contract Time: form revised 06-27-07 4- 0 0 0) CL 0) c 0) J 0 0 a) U c0 0 c 0 0 c E rn 0 c N _ 0 -I 0) O s_ 0 0 Project Staff Hour Summary G § § Name of Cons Project Staff Hours $0 ) » o 0= o . 0 . e 0_ 0 ". .\ ) o 0 $ \ e \) . Sub 8 r0 0\ Sub 5 o °° ) 0 o . / TRACE, o 100 / !Project General Tasks Roadway Structures Signing and Marking Signalization Lighting Landscape Architecure Project Total < > / % » E z coa r e>, e 4 d oCI /E) \\8 \}\ \\ 828 [§0 \}\ 2m} {\) Em£ f) Form Revised 04/04/06 01 ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT \° (/$ (\ \ { a8 £{e .4 k{ \) )| /k 2 k� k� /2 1112 } b !| Staff Classification ] \ (.9f / £ to the Grand Total fee. rows may be Kidd rom each subconsuftant. Unused subcoi Ili U. IT 0 | 2 }\)B }k\)\ 2§002 ]\\)0 Lighting -TRACE 8/7/2017 3:03 PM Estimator: FAL 439228-1-58-01 �4 L O � 1-- o • c 0 4- O :I O C Z 4. 0 0 0 4. 00 .� ._N Z 0 4- O ,F O M' Z ▪ 0 4- 0 .1_ o Z O 0 0 O S•+ z E 0 0 r N CO N N N 0 CO N 1- General Task N 0 (0 0 0 4 0 0 L C1) 0 (0 N 0 a) 0) L 0) .J N 0 O 0 (/) 0 C ..0 `" Q co CO CO CA 0 Form Revised 06/27/07 Task #15 - Structural Supplemental for Additional work Project Information Sheet of Consultant Financial Project Identification Number: NA Federal Aid Project Identification Number. NA Name of Prime / Subconsultant: Bolton Perez & Associates County: Miami -Dade Project Description: Indian Creek Drive from 26th Street to 41st Street- Interim 1 & 2 Additional Work Begin Milepost: End Milepost: Project Length: Miles Number of Lanes: Typical Section: (Urban/Rural/Int.) Lane Configuration: (Divided/Undivided) Project Type: (Minor/Major) Access Management Classification: RoadwayClassification: (NHS/FIRS/Off Sys.) CAP Level: TCP Level: Survey Level: Design Variations: 1. Design Exceptions: 1. 2. 2. 3. 3 4. 4. 5. 5. Proposed Design Contract Time: months/days Date of Negotiation: ea a u0� ro W 1— ,,. 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E. i N O Enter name & firm Enter name & firm C S'y U':. 06 N' a s E E as m C Si `ai v 41.1 1.1.1 Enter name & firm Enter name & San Enter name & firm Enter name & firm Joaquin Perez, Bolton Perez &Associates Enter name & firm v C y' u': 05 )0 a s E F ro E G ILL' ai lit I1.1 Enter name & firm Enter name &firm t E 1:• U^I 45 ay a U) E E m r9 L' 41.1 11.1 Enter name & firm Enter name & firm Enter name & firm Enter name & firm EEEE U' 1 M .6 a) a EEEE m ro L Ill 11.1 t.: kY:: a6 45 a a ro m Nc IA II] Enter name & firm Enter name &firm Project Activity: 3. Project Common & Project General Tasks 4. Roadway Analysis 5. Roadway Plans 6a Drainage Analysis 6b. Drainage Plans 7. Utilities 8. Environmental Permits 9. Structures Summary 10. Structures - Bride Development Report 11. Structures - Temporary Bridge 12. Structures - Short Span Concrete 13. Structures - Medium Span Concrete 14. Structures - Structural Steel 15. Structures - Segmental Concrete 16. Structures - Movable Span 17. Structures- Retaining Walls 18. Structures - Miscellaneous 19. Signing and Pavement Marking Analysis 20. Signing and Pavement Marking Plans 21. Signalization Analysis 22. Signalization Plans 23. Lighting Analysis 24. Lighting Plans 25. Landscape Architecture Analysis 26. Landscape Architecture Plans 27. Survey 28. Photogrammetry 29. Mapping 30. Terrestrial Mobile LiDAR 31. Architecture Development 32. Noise Barriers Impact Design Assessment 33. Intelligent Transportation Systems Analysis 34. Intelligent Transportation Systems Plans 35. Geotechnical ESTIMATE OF WORK EFFORT AND COST - PRIME CONSULTANT E8 z 72- 2 2 0) 0 U1 a`+ vl 2 0) W N O 2 02 0 U zz Average Rate Per Task 50)25565 p 5 o 6 d o o d 0 4 o" o o c o" 0 0 0`" o" o c c 2 PhQQZQ 22_ 2 > > ad 2 > > >o ❑> > > of m p> Q>Q Q> p> > Q> > >o ❑>❑ >o p> QZ R49R4949 v 7, Salary Cost By Activity S PG N O mN f9 89 W oN 8 ON ' OW N ON OW '9 ' (V ON 8 '9 OW OW . OW OW OM ON '9 8 W '9 '9 8 8 K ti N T, m G 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 N a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N PI c U ,p0 N4' 0 000 0 000000000000000 00 00 00000 000000 o 0 StaffClassi- fication 11 ooOooOo00000oaooOOoOo000oOoo 0000oa 0 w StaffClassi- fication 10 o 0 0 o O o 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 00 'Am v;4 MS do g4- 80,0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0w StaffClassi- fication 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 StaffClassi- fication 7 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OI 5E8 E8 w.1) •— 1 0000000 0 0 0 0 0 0 o N y, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,i e W n Designer o g0 0 0 0 0 0 o 0 0 0 0 0 o N a 'o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 4 Engineer 3 0 0 0 0 0 0 O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O N O O�� O 8. N 1� M 8 19 Project Engineer 2, tnl 0 0 0 0 0 M 0 0 0 0 0 G- N. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 215 527,695.44 Sr. Project Engineer 0 0 0 0 0 0 0 0 M 0 0 0 0 0 0<o^ ......00-000.000§6 . ty N N . I W N U,. C 8 N o h; 0 0 0 0 0 0 � o 0 0 0 0' N a o 0 o O o 0 o O O o o 0 0 0 o O O� V> N o N yi 85 LL= N N E 0-_ 3 0 0 0 0 0 0 0 0 0 8 T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o^ 0 0 o N 0 0 0 O1 0 Staff Classification 8 N I- 5 0 8 8,2 m. o E 12 qry F. K 0.9- 0 m - v <°:',-- ,,, 3= 0 E 0 o .E Zm' o b 0 m 0. w rn m '° m o. c 2. 0 '1 Yon o° = k 2 0 0 m c a Yp. v 0 an d K d Q c 3 19 Vv' Z N c N m g g a Q E N N o I 3 @ y i, N o.. F- a m o_ tf m> w 8 1. Cc _ 1 07 .' a v E E f° F gQ a w a s �`0 2 m NN 0 8 Q a o N 5` d 5 5` 2 ob a'1 %'. ^J. Q c, T e d m u v 5 .g •g F52 '-ii m«OU °' m E 2_ '922222588c 2 23E° 2 O 8 I•VV0 8 .r- N{ "1 y 3p n m 8 N N N. N 88588 M M 8538 5 N I 0 o LL G W O W e° LL y 18 i(40-4-00 a a a 0 a a F E 6 6 6 hc m mm c i az�w 50 500000 y¢� W FF5 Z T o N c in00Uth 6Na° 666')N o calculate the Grand Tota Unused subconsuttant rows may be hidden. 8 in 8 1 & 2 Fee Proposal_7-142017.xlsx 4/2017 232 P Representing', PrintName Signature [Date City of iViiami Beach Bolton Perez & Associates NOTE: Signature Block is optional, per District preference » k cn 0 0 Barrier Wall Retaining Drawings co $ m Key Sheet and Index of Drawings Barrierwall retaining at 3 locations within the project li cv ƒ 9.2 'Project Layout / 9.3 I General Notes and Bid Item Notes / Miscellaneous Common Details / 9.5 'Incorporate Report of Core Borings f 9.6 1 Design Build Criteria 9.7 (Assemble Plan Summary Boxes and Quantities 9.8 !Cost Estimate 5 9.9 'Technical Special Provisions 7 � » 10-16 j Bridge 1 / \ 10-16 I Bridge 4 10-16 I Bridge 5 0 10-16 I Bridge 6 \ ; 0) a. ro N V 0'. Meetings are listed below Z th Geotech, Drainage Engineer, Utilities, and Signals 0 Z7 O O DO M O co 0 0 0 40 0 z 0 0 ro 0 PM attendance at Progress Meetings is manually entered on General Task 3 PM attendance at Phase Review Meetings is manually entered on General Task 3 0 'E: O O O O O O O O O 0 0 O O 0 0 0 O 0 O O O O O 0) N m CO J J J J 10-16 'Bridge 7 10-16 'Bridge 8 d) • m (0 10-16 'Bridge 10 17 I Retaining Walls 18 !Miscellaneous Structures 9.10 !Field Revi Technical Meetings 9.12 IQualityAssurance/QualityControl 9.13 'Independent Peer Review 9.14 (Supervision CO z: 0 c U (0 N: N V Oi Y3 w w BDR Coordination/Review 90/100% Comment Review Aesthetics Coordination RegulatoryAgency Local Governments (cities, counties) Utility Companies Other Meetings- FDOT 2 0) a: W 0 Progress Meetings (if required by FDOT) Phase Review Meetings 8 'E 8 Proiect Activi \ 3 Existing steel sheet pile walls Barrier retaining with moment slab 3 Existing steel sheet pile walls ± i 7 CD CD 0 0 / / cn / � Horizontal Wall Geometry Vertical Wall Geometry Semi -Standard Drawings Wall Plan (Control Drawings) 3 0 ) Vertical Wall Geometry $ _ Wall Plan and Elevations (Control Drawings) k 0 / ) / / 0) 0 Vertical Wall Geometry General Notes Wall Plan and Elevations (Control Drawings) Sections and Details Reinforcing Bar List 0 CD ) 17: Retainin ProiectActivi k 1 $ a # 0 0 ) cn / General Notes, Section and Panel Details Sections and Details Other Details co N. Indian Creek Drive from 26th Street to 41st Street - Interim 1 & 2 Additional Work ] 3 Represent ng• Print flame• Signattnre/Dates City of ianr Beach Bolton Perera & Associates NOTE:. Signature Block is optional, per District preference 0 » \ ( 2 existing mast arms @ 16 hrs ea = 88 hrs ) From 25th Street ! } ( (0 \ } k \ \ \ \ $ \ \ \ \ ) ! \ # Concrete Box Culverts Concrete Box Culverts Extensions Concrete Box Culvert Data Table Plan Sheets Concrete Box Culvert Special Details Plan Sheets Steel Strain Poles Temporary Light Pole Foundations Temporary Light Pole Foundation Plan Sheets Strain Pole Special Details Plan Sheets \ { ] Mast Arms Data Table Plan Sheets Mast Ann Special Details Plan Sheets Cantilever Sign Structures Overhead Span Sign Structures Monotube Overhead Sign Structure { \ \ » Non -Standard Lighting Foundation Lighting Foundation Details Plan Sheets « f \ \ $ :ontal Wall Geometry \ \ Control Drawings Design of Noise Banter Walls Covered by Standards Design of Noise Barter Walls Not Covered by Standards Aesthetic Details § Additional Drainage Pump Station Design and plans Fender System Fender System Access