KIMLEY-HORN CONTRACT 2013-043 CO3.PDF
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CONSULTANT CHANGE ORDER - DOS APPROVAL Maricopa County Department of Transportation Change Order Number: 3 Date: 81712015 Amount: $ 680,283.91 Agenda Item No.1 C64141226 Contract No: 2013-043 Work Order No:I TT611 Consultant Name:1 Kimley-Horn and Associates, Inc. Project Named MC 136: 107th Avenue to 95th Avenue Initial Amount: $761,107.26 Contract Award Date: 4/2312014 Total Prior Change Orders: $761,808.57 By mutual agreement of the parties, the following contract change(s) are incorporated Into the above-identified contract. All other contract terms and conditions remain unchanged. Change Order No. 3 shall increase the contract amount an additional $580,283.91. Approval of this Change Order establishes a new contract amount of $2,103,199.74 and allows the consultant to prepare Final Design Plans, Specifications, and Estimate documents for the improvements along MC 85. The roadway improvements wit be based on the December 2014 roadway and drainage design plans. By reason of this change 0 days extension of time will be allowed. With inclusion of this change, this contract has a revised cumulative performance period of 1095 days. The contract completion date is: . The following financial information is submitted: Initial Contract Amount $ 761,107.26 Amended Contract Amount w/ previous change orders $ 1,522,915.83 Current Change Order Request $ 580,283.91 Amended Contract Amount WI current change order $ 2,103,199.74 We, the undersigned Consultant, do hereby agree that upon execution of this Change Order that we will perform all work as identified above, and as may be described in attachment(s) and will accept the above specified amount(s) as full payment thereof. IN WITNESS WHEREOF, the parties herein have executed this Contract Change Order: Principal (Signature) Federal Tax ID Number: Printed Name Title: Date: CITY of )00000(XXXX APPROVAL hat this change is required for this contract. Project Manager. Date: MARI OPA COUNTY DEPARTMENT OF TRANSPORTATION I certi lh-t t ? change-; eqs Ale or- this • (eta ./ Al _.0.10.- .-, ./.4110 — ...6.41.0i .. / i ‘.. .,: Al, r (Die rManager V - re a Branch „ff. 1!: al 0 e I ceg; a available . .-- 90. Is Change Order - W111 CIP Cash Flow Ma ger Date Division Manager ate I certify that this change is within the limits authorized by the Maricopa County Pr urement Codf datLtzt Erilk S Article 5 curement Officer Date COUNTY APPROVAL RECO , i , Deo .7 Y: ACCEPTED AND APPROVED: OSV6-0 V ‘ .S Jennif er oth, P : ate Chairman, Board of Supervisors Date Tra portation II rector/County Engineer ATTEST: LEGAL • EVEW Approved as to form and within the powers and authority granted under the laws of the State of Arizona to the Maricapa County Department of Transportation. Clerk of the Board Date Deputy County Counsel Data Distribution: Originals - Consultant, Contracts Branch, Clerk of the Board Copes - Finance, Project Manager, City Partner (if applicable) Revised 61712015 Kimlep)Horn June 24, 2015 Ms. Tricia Brown, P.E. Maricopa County Department of Transportation Project Management — Branch Manager 2901 West Durango Street Phoenix, Arizona 85009-6357 Re: Contract No.: 2013-043 Amendment 3 Project Name: MC 85— 107Ih Avenue to 95 1h Avenue Project No.: TT511 Dear Ms. Brown: We submit herewith our proposal for a contract amendment to include the additional work items you have requested. The revised scope of services and derivation of the fees is attached. A brief review and summary of the additional work includes: • Complete Final Design PS&E for MC 85 center turn lane expansion from 107thAvenue to 95Ih Avenue including intersection improvements at 107 1h Avenue and 99Ih Avenue. • Signal design at 107 1h Avenue and 99th Avenue intersection. • Railroad crossing modifications at 107IhAvenue intersection. • The number of Progress Meetings and utility meetings will be as stated in the Project Specific scope of services. For the project management task we assumed that limited effort is expended during right-of-way acquisition. All rates are in accordance with the contract. We trust that you will find our submittal in order. Should you have any questions, please contact me at (602) 906-1328. Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. Ahmad Omais, P.E. Sr. Vice President AAO/fh Enc kimiey-horn.com 7740 N. 16th Street, Suite 300, Phoenix, AZ 85020 602 944 5500 Scope of Services Project Specific Final Design MC 85 - 307w AVENUE TO 95m AVENUE Amendment 3 Project number: TT511 Contract No.: 2013 -043 Maricopa County Department of Transportation 2901 W. Durango Street Phoenix, AZ 85009 June 24, 2015 Scope of Services Project Specific — A3 Table of Contents SCOPE OF SERVICES — PROJECT SPECIFIC — A3 4 Project Overview 4 Length of Services 4 SECTION 100 PROJECT MANAGEMENT 5 SECTION 200 DATA ACQUISITION 7 SECTION 300 SURVEY AND MAPPING 8 SECTION 400 PROJECT COORDINATION 8 SECTION 500 UTILITIES AND RAILROAD 8 SECTION 600 ENVIRONMENTAL 9 SECTION 700 ALTERNATIVE ANALYSIS 9 SECTION 800 TECHNICAL MEMORANDA AND REPORTS 10 SECTION 900 PLANS, SPECIFICATIONS AND ESTIMATE 10 SECTION 1000 RIGHT-OF-WAY 13 SECTION 1100 VALUE ENGINEERING 13 SECTION 1200 SUBMITTALS 14 SECTION 1300 RIDDING PHASE 15 SECTION 1400 POST DESIGN 15 List of Tables Table 1 —Matrix of Responsibilities 5 Table 2 —Matrix of Deliverables 7 Table 3 — Plans Sheet List 11 Table 4 —Submittals Table 14 KAPHX_Roadwayll 9 850000-MC 851Contract15 - Contract Amendments \CA 3_Firtal Design - 95th to 107tIATT511_CA3_Scope- Project_Specific.docx Project No.: TT511 Contract No.: 2013-043 —A3 Revised: 6/24/2015 Page 3 of 15 Scope of Services Project Specific — A3 SCOPE OF SERVICES - PROJECT SPECIFIC - A3 Project Overview The purpose of this contract amendment is to provide Final Design PS&E to implement the improvements along MC 85 developed as part of the December 2014 roadway and drainage design plans. The Consultant shall prepare Final Design Plans, Specifications, and Estimate documents for the following project limits: • MC 85 roadway improvements from Jesse May Way (west of 107 1h Avenue) to approximately 95th Avenue (approximately 1.8 miles); • 107th Avenue roadway improvements 0.4 mile north of MC 85 and 0_2 mile south of MC 85; • 99th Avenue roadway improvements 0.1 mile north of MC 85 and 0.4 mile south of MC 85; • Roadway and intersection improvements of MC 85 and 99 th Avenue; and • Roadway and intersection improvements of MC 85 and 107 th Avenue, including the railroad crossing improvements. The roadway improvements will be based on the December 2014 roadway and drainage design plans. This task will finalize the fill PS&E package to Sealed (100%) PS&E, Length of Services The Consultant shall deliver the Pre-Final PS&E submittal 4 months from the date of Notice to Proceed. The Consultant shall deliver the Final PS&E submittal 3 months from the date of receipt of comments on the Pre-Final PS&E submittal and receipt of final utility relocation design pinns. 'The estimated contract time shall be 730 calendar days from the date of Notice to Proceed. Project No.: TT511 Contract No.: 2013-043 —A3 Revised: 6/24/2015 Page 4 of 15 Scope of Services Project Specific — A3 SECTION 100 PROJECT MANAGEMENT 100.3.3 Matrix of Responsibilities The following table summarizes the project specific responsibilities for the Consultant and MCDOT: Table 1 —Matrix of Responsibilities Scope Section Item Consultant MCDOT 100 Project Management 100.1 Project Startup X 100.2 Kick-Off Meeting NA NA 100.3 Project Work Plan X 100.4 Design Criteria NA NA 100.5 Design Exceptions NA NA 100.6 Project Progress X X Determine VE Study Requirement — PM&C 100.7 NA NA Manager 100.8 Project Programming and Funding X 100.9 Field Walk with Project Team NA NA 100.10 Project Administration X 200 Data Acquisition NA NA 300 Survey and Mapping 300.1 Aerial Mapping NA NA 300.2 Topographic Survey NA NA 300.3 Supplemental Field Survey X 400 Project Coordination 400.1 Stakeholders Meetings X X 400.2 Technical Advisory Committee (TAC) _ NA NA 400.3 Stakeholder Advisory Committee (SAC) NA NA 400.4 Public Involvement X 400.5 Intergovernmental Agreements (IGA) X SOO Utilities and Railroad 500.1 Utility Data Acquisition NA NA 500.2 Utility Identification NA NA 500.2.2 Create Utility Base File X 500.3 Utility Coordination X X 500.3.1 Utility Coordination Meetings X X 500.3.4 Utility Adjustments and Relocations X X 500.3.5 Utility Agreements X 500,4 Utility Plans X 500.5 Utility Special Provisions X 500.6 Utility Clearance X 600 Environmental 600.1 Environmental Requirement NA NA 600.2 Acquire Existing Environmental Information NA NA 600.3 Environmental Constraints Map NA NA Project No.: TT511 Contract No.: 2013-043 — A3 Revised: 6/2412015 Page 5 of 15 Scope of Services Project Specific — A3 Provide Environmental Clearance for Pre- 600.4 NA NA Construction Ground Disturbing Activities 600,5 Environmental Technical Studies X 600.6 Agency and Public Scoping Coordination NA NA 600.7 Environmental Clearance — Federal Nexus NA NA 600.8 Environmental Clearance (Non-Federal) X 700 Alternatives Analysis NA NA 800 Technical Memoranda and Reports 800.1 Technical Memoranda and Reports X 800,2 Scoping Document NA NA 900 Plans, Specifications and Estimate 900.1 Plans X 900.2 Specifications X 900,3 Estimates X 1000 Right-of-Way X 1100 Value Engineering NA NA 1200 Submittals 1200.1 Conceptual Alternatives Submittal NA NA 1200.2 Candidate Alternatives Plans and Draft TMs NA NA Recommended Alternative Plans and Draft 1200.3 NA NA Scoping Document (with TMs) 1200.4 Draft Final Scoping Document Submittal NA NA 1200.5 Draft Scoping Plans and Right-of-Way Strip Maps NA NA 1200.6 Final Scoping Document — Final Scoping Plan NA NA 1200.7 Pre-Final PS&E, Submittal X 1200.8 Final PS&E Submittal X 1200.9 Sealed PS&E Submittal X 1300 Bidding Phase X X 1400 Post Design NA NA Project No.: TT511 Contract No.: 2013-043 — A3 Revised: 6/24/2015 Page 6 of 15 Scope of Services Project Specific — A3 100.3.4 Matrix of Deliverables The table below provides information for each submittal: Table 2 —Matrix of Deliverables Submittal Scope Section Deliverables Pre-Final PS&E (92%) 900.1.4 Pre-Final Plans 900.1,4.1 General Plan Sheets 900.1.4.2 Roadway Plan Sheets 900.1.4.3 Drainage Plan Sheets 900.1.4.4 Traffic Sheets 900.1,4.8 Utility Sheets 900.2 Pre-Final Special Provisions 900.3 Pre -Final Estimate Final PS&E (97%) 800.1.6 Final Drainage Report 900.1.4 Final Plans 900.1.4.1 General Plan Sheets 900.1.4.2 Roadway Plan Sheets 900.1.4.3 Drainage Plan Sheets 900.1.4.4 Traffic Sheets 900.1.4.8 Utility Sheets 900.2 Final Special Provisions 900.3 Final Estimate Sealed PS&E (100%) 900.1.4 Sealed Plans 900.1.4.1 General Plan Sheets 900.1.4.2 Roadway Plan Sheets 900.1.4.3 Drainage Plan Sheets 900.1.4.4 Traffic Sheets 900.1.4.8 Utility Sheets 900.2 Sealed Special Provisions 900.3 Sealed Estimate 100.6.1 Progress Meetings The Consultant assumes the following progress meetings for the respective phases of the project: U Pre-Final Design Phase: 1 Progress Meeting (approximate 4 month schedule) 1:1 Final Design Phase: 1 Progress Meeting (approximate 3 month schedule) Sealed Phase: 0 Progress Meeting SECTION 200 DATA ACQUISITION Data acquisition was previously completed as part of the December 2014 roadway and drainage design and therefore the Consultant assumes there is no scope associated with this task. Project No.: Trsi Contract No.: 2013-043 — A3 Revised: 6/24/2015 Page 7 of 15 Scope of Services Project Specific — A3 SECTION 300 SURVEY AND MAPPING 300.3 Supplemental Field Survey Additional survey may be required for developer construction along MC85. In addition, survey will be required for any new retention basins. MCDOT will be responsible for the survey and will provide the survey to the Consultant. SECTION 400 PROJECT COORDINATION 400.1 Stakeholder Meetings The Consultant shall. hold Stakeholder meetings as defined below. The Consultant will have 2 representatives in attendance at each meeting. The meetings will be held at MCDOT, The Consultant shall coordinate the timing of the meetings with MCDOT and the stakeholders. Adjacent Developer stakeholder meetings A total of three developer meetings are anticipated for this se t ent of lie roj :est-T.— 400.4 Public Involvement MCDOT will be responsible for any public involvement activities. 400.5 Intergovernmental Agreement MCDOT will be responsible for all IGAs. SECTION 500 UTILITIES AND RAILROAD 500.2.2 Create Utility Rase File The existing utility base file will be updated by Consultant to reflect updates to existing and proposed utilities based on relocations completed by others consisting of relocation of Southwest Gas line (Southwest Gas), relocation of SRPP 12kV from 107 th Ave to east of 99 th Ave and utility work completed by developers within the right-of-way. There is a possibility that these utilities will already be relocated by the time this project's design starts however as part of this scope it is assumed that coordination will be needed for these relocations, but relocation plans will be developed by others. 500.3.1 Utility and Railroad Coordination Meetings The following meetings will be held at MCDOT: • Two utility coordination meetings where all utilities are invited. • Four individual utility coordination meetings. • Two SRP power coordination meetings, • Three railroad coordination meetings. Project No.: TT511 Contract No,: 2013-043 —A3 Revised: 6/24/2015 Page 8 of 15 Scope of Services Project Specific — A3 500.3.4 Utility Adjustments and Relocations The Consultant will be responsible for providing the water line relocations consisting of dip relocations at conflicts with proposed storm drain. The relocations will be relocated as a part of this construction project. Consultant shall prepare Maricopa County Environmental Services Department Approval to Construct (ATC) application for both the City of Phoenix and Tolleson ATC applications. Associated fees are assumed to be paid by MCDOT. Scope excludes work associated with the Approval of Construction. SRPI Relocation Relocation of SRN facilities will require a land exchange process that will further require associated fees to be paid to SRP and the BOR. It is assumed that these fees will be paid for by MCDOT. The required exhibits and legal descriptions will be prepared by MCDOT. Consultant will incorporate SRPI provided design plans and specifications with roadway improvements. SRPP Relocation The conflicts with proposed SRP Power Transmission facilities along 107 th Avenue will require coordination. The Consultant will coordinate with SRP to confirm the design meets the requirements that will be needed for the Consent to Use Agreement that will need to be executed between MCDOT and sRP prior to construction of the roadway or relocation of SRP facilities. Railroad Coordination The Consultant shall support MCDOT with railroad and Arizona Corporation Commission (ACC) efforts by attending meetings with railroad as indicated above. The Consultant shall also prepare up to three exhibits as may be needed in preparation of the ACC hearing. 500.3.5 Utility Agreements MCDOT will be responsible for finalizing any utility agreements. 500.4.1 Utility Plan Sheets Utility Plan Sheet information will be provided on the Removal and Relocation Plans. Separate Utility Plan Sheets will not be provided. SECTION 600 ENVIRONMENTAL The environmental clearances have been previously prepared for this project by others and therefore the Consultant assumes there is no scope associated with this task. 600.8 Environmental Clearance MCDOT will provide any updates required to the environmental clearance and associated documents as part of this project. SECTION 700 ALTERNATIVE ANALYSIS The scope of this project is final design and does not include alternative analysis and therefore the Consultant assumes there is no scope associated with this task. Project No.: TT511 Contract No.: 2013-043 A3 Revised: 6/24/2015 Page 9 of 15 Scope of Services Project Specific — A3 SECTION 800 TECHNICAL MEMORANDA AND REPORTS 800.1 Technical Memoranda and Reports The Consultant shall prepare the following Technical Memoranda and Reports. 800.1.4 Traffic Analysis The scope of this project does not include additional traffic analysis and therefore the Consultant assumes there is no scope associated with this task. As such, the intersection configurations and turn Faire lengths shown in the 90% Plans dated Febraaty 2013 will be used. 800.1.6 Drainage Report A Final (unsealed) Drainage Report was prepared as part of the December 2014 roadway and drainage design plans. A Final (sealed) Drainage Report is being prepared as part of the MC 85 improvements from 95th Avenue to 75 th Avenue (Project No. 1T345) project. This Final Drainage Report will be used for the final design of this segment of the MC 85 improvements from 107 th Avenue to 95 th Avenue. The Consultant will prepare an addendum to the Final Drainage Report to address drainage design changes that will take place in this segment of the project. The Consultant will provide a Final (sealed) Drainage Addendum as part of the Final Design (97%) phase of this project. 800.1.8 Utilities Overview Report A Final Utilities Overview Report was prepared as part of the December 2014 roadway and drainage design plans. The Consultant understands that updates to the utilities overview report will not be required and as such assumes there is no scope associated with this task. 800.1.19 Lighting Report A Final Lighting Report was prepared as part of the December 2014 roadway and drainage design plans. The Consultant understands that updates to the lighting report will not be required and as such assumes there is no scope associated with this task. SECTION 900 PLANS, SPECIFICATIONS AND ESTIMATE The CAD platform and format for the design and plans will follow the December 2014 roadway and drainage design plans. Sheet layouts including the format of the sheets, scale of sheets and information provided on the sheets will follow the December 2014 roadway and drainage design. Based on review of the December 2014 roadway and drainage design plans and required design additions/revisions the following is a list of the assumed plan sheets to be provided with the Pre-Final (92%), Final (97%) and Sealed (100%) design submittal for this task. Project No.; TT5II Contract No.: 2013-043 A3 Revised: 6/24/2015 Page 10 of 15 Scope of Services Project Specific — A3 Table 3 — Plans Sheet List Plan Set Section No. Sheets Scale 900.1.4.1 General Sheets 33 - Face Sheet 1 - General Notes 1 - Summary of Estimated Quantities 16 - Geometric Control 3 1"=100' Special Details 12 As required 900.1.4.2 Roadway 131 - Typical Sections 6 - Plan 36 1"=20' Profile Nor: 1"=20' 36 Vert: 1"=2' Removals and Relocations 36 1"=20' Intersection Details 2 1"=10' Driveway Details Hor: 1"=20' 15 Vert: 1"=2' 900.1.4.3 Drainage 42 - Drainage Summary 3 - Drainage Plan and Profile 31 1"=20' Grading Plans 6 1"=20' Retention/Detention Basin Plans 2 1"=20' 900.1.4.4 Traffic 30 . Signing and Marking Plans 15 1"=40' Traffic Signal Plans 6 - Lighting Plans 9 1"=40' 900.1.4.8 Utility Plans 20 As Required 900.1.4.9 Earthwork Cross Sections 101 - 900.1.4.2 Roadway The Consultant shall update and finalize the December 2014 roadway design widening plans for project limits as specified in the "Project Overview". It is assumed that the roadway design will be in keeping with the December 2014 roadway design. 900.1.4.2.2 Removal and Relocation Plans The Consultant shall prepare Removal and Relocation Plans consistent with the Removal and Relocation plans included in the 90% Plans dated February 2013. The scale and layout of the Removal and Relocation Plans will match the Roadway Plan Sheets. 900.1.4.3 Drainage The Consultant shall prepare all plan sheets/construction documents on MCDOT standard sheets. The following list of drainage plan sheets/construction documents shall be prepared by the Consultant for each submittal. Project No.: `1T51 I Contract No.: 2013-043 — A3 Revised: 6/24/2015 Page 11 of 15 Scope of Services Project Specific — A3 900.1.4.3.1 Drainage Summary Sheets The Consultant shall update the drainage summary sheets for the drainage design within the project limits. Updates include comments from previous submittals and preparing the summary sheet for the project specific limits 900.1.4.3.2 Drainage Plan and Profile The Consultant shall update the drainage sheets showing the proposed scupper and catch basin locations within the project limits as developed in the previously completed roadway and drainage design. 900.1.4.3.3 Storm Drain Plan and Profile The Consultant shall prepare pipe profiles for the connector pipes required to take drainage from the north side of MC 85 to the south side of MC 85 at the locations shown on the December 2014 roadway and drainage design plans. 900.1.4.3.4 Grading Plans The Consultant shall prepare sheets showing the proposed grading for the temporary retention basins. Grading plans will also include revisions to the existing retention basins along the north side of MC-85. 900.1.4.4 Traffic The Consultant shall prepare the following list of Signing and Marking Plans and Traffic Signal Plans for each submittal. 900.1.4.4.3 Signing and Marking Plans The Consultant shall prepare final design plans for signing and marking plans in conformance with the requirement of the MUTCD, including the Arizona Supplement and draft City of Phoenix standards as of March 2015. Signing and marking plans shall be prepared at 1" = 40' scale and shall include the minimum: • City of Phoenix pavement marking detail sheets • Sign and Marking quantities sheet • Sign and Marking Sheets The following assumptions were made for the signing and marking design: • Signing and marking will follow City of Phoenix standards as noted above. • The contractor will procure and install all signing equipment and pavement markings. • The previously prepared plans dated February 2013 were reviewed and approved and therefore changes will be limited to those required for revisions to the roadway taper designs on 99 th Avenue and 107 th Avenue. • Required changes to lane widths, if any, based on City of Phoenix standards will not result in additional roadway width. Additional width required for inside turn lanes with curb will be taken from through lanes that will still meet City of Phoenix requirements. 900.1.4.4.5 Traffic Signal Plans The Consultant shall prepare final design plans for the traffic signal located at MC 85 at the intersections of 107 th Avenue and 99th Avenue in conformance with the requirements of the MTJTCD, including the Arizona Supplement and MCDOT standards. Traffic signal plans shall be prepared at 1"=20' scale and shall include at a minimum: • Traffic signal removal sheet Project No.: TT511 Contract No.: 2013-043 —A3 Revised: 6/24/2015 Page 12 of 15 Scope of Services Project Specific — A3 • Traffic signal plan, phasing diagram, conduit quantities, and pull box and foundation station/offsets • Traffic signal pole and conductor schedules The following assumptions were made for the traffic signal design: • Signing and marking will follow City of Phoenix standards as noted above. • Vehicle detection will be accomplished through the use of video detection. • PROWAG and ADA Requirements for pedestrian signals and pedestrian pushbuttons. An engineering study will not be performed to determine the need for accessible pedestrian signals at the intersections of MC 85 at 99 th Avenue and 107 th Avenue. 900.1.4.4.7 Traffic Control Plans Traffic control plans will not be developed as part of this project. 900.1.4.4.8 Lighting Mans The Consultant shall update and provide final design lighting plans based on the December 2014 design. In keeping with the December 2014 design, the Consultant will finalize the lighting design per City of Phoenix standards dated March 2013 with typical spacing. The fixture, pole, and foundation shall remain per City of Phoenix standards for major arterial roadway. The Consultant will coordinate with the Utility Company with pole and pull box locations. Final street lighting plans including conduit, conductors, and point of service shall be per the Utility Company according to the City of Phoenix Standards. Lighting pole placement will be in keeping with the December 2014 design and as documented in the previously prepared Lighting Report. 900.1.4.8 Utility Mans The Consultant shall prepare the following list of Utility plans for each submittal. 900.1.4.8.1 Utility Relocation Plans Utility Relocation Plans consist of preparation of the following; • It is assumed that the utility relocation plans will be limited to water line relocations as shown in the December 2014 roadway and drainage design plans. • Consultant will prepare private irrigation relocations along MC 85 as required. SECTION 1000 RIGHT-OF-WAY The Consultant will coordinate right-of-way needs with MCDOT. The Consultant will develop preliminary drainage easements for the retention basins located on private property and show these easements on the roadway plans. MCDOT will prepare the right-of-way strip maps (if needed). SECTION 1100 VALUE ENGINEERING The Consultant assumes there is no scope associated with this task. Project No.: TT511 Contract No.: 2013-043 —AB Revised: 6/24/2015 Page 13 of 15 Scope of Services Project Specific — A3 SECTION 1200 SUBMITTALS 1200,1 Project Submittals The following table shows the distribution list and number of copies for project documents. Table 4 —Submittals Table PLANS — SPECIFICATIONS — ESTIMATE (PRE-FINAL & FINAL) NO OF COPEES LOCATION TITLE HARD COPY ELECTRONIC MCDOT Project Management Project Manager 14 1 (with CAD files) City of Phoenix City Project Manager 5 1 City of Tolleson City Project Manager 1 1 SRP Irrigation Project Engineer/Coordinator 1 SRP Power Project Engineer/Coordinator I SRP Transmission Project Engineer/Coordinator 1 AT&T Project Engineer/Coordinator 1 Centurytink Project Engineer/Coordinator 1 Cox Project Engineer/Coordinator 1 Level 3 Project Engineer/Coordinator 1 Southwest Gas Project Engineer/Coordinator 1 CROSS SECTIONS (PRE-FINAL & FOAL) MCDOT Project Management Project Manager 5 1 City of Phoenix City Project Manager 1 1 City of Tolleson City Project Manager I 1 DRAINAGE ADDENDITIVI (FINAL) MCDOT Project Management Project Manager 3 1 City of Phoenix City Project Manager 1 1 City of Tolleson City Project Manager 1 1 PLANS — SPECIFICATIONS — ESTIMATE — CROSS SECTIONS (SEALED) MCDOT Project Management Project Manager 1 1 1200.2.3.5 Comment Resolution Meeting A comment resolution meeting will be held to review and address comments on the Pre-Final Submittal only. Project No.: TT511 Contract No.: 2013-043 A3 Revised: 6/24/2015 Page 14 of 15 Scope of Services Project Specific — A3 SECTION 1300 BIDDING PHASE 1300.1 Technical Assistance The Consultant assumes the following scope of work associated with this task. • Responding to up to 10 questions for clarification from bidders. 1300.2 Preparation of Addenda The Consultant assumes the following scope of work associated with this task. • Preparation of up to two Addenda. SECTION 1400 POST DESIGN The scope of this project is only through the Bidding Phase and therefore the Consultant assumes there is no scope associated with this task. ICAPEX Roadway1191850000-MC 851Con1ractI5 - Contact AmendmentSICA 3_Finn i Design - 95th 0 107thlTT511_CA3_Scope- Project_Specifie.doex Project No.: TT511 Contract No.: 2013-043 — A3 Revised: 6124/2015 Page 15 of 15 E IH: PROPOSAL - TABLE A CONSULTANT COST PROPOSAL SUMMARY CONSULTANT: Kimley>>>Horn CONTRACT NO.: 2013-043 A3 PROJECT NAME: MC 85 - 107th Avenue to 95th Avenue , DIRECT LABOR Classifications Man-hours Hourly Rates Labor Costs Project Principal o $100.00 $0.00 Project Manager 283 $83.66 $23,675.78 Senior Project Engineer 522 $63.97 $33,392.34 Project Engineer 1246 $50.33 $62,711.18 Engineer / Designer 803 $38.26 $30,722.78 Analyst 995 $27.90 $27,760.50 Technician 0 $26.58 $0.00 Clerical 54 $21.68 $1,170.72 Adrrtin 50 $31.40 $1,570.00 Consultant's Subtotal Direct Labor $181,003.30 Consultant's Overhead @ 190.63% of Direct Labor $345,046.59 Consultant's Facilities Capital Cost of Mone; 0.90% of Direct Labor $1,629.03 Consultant's Profit @ 10.00% of Direct Labor + Overhead $52,604.99 Consultant's Total Direct Labor $580,283.91 DIRECT AND OUTSIDE EXPENSES Description Expense Amount Consultant's Total Direct and Outside Expenses $0. 00 Cost Proposal Summary (Optional Tasks) Maricopa County Department of Transportation Page 1 of 16 ICAPHX_Roadway16191850000-MC 851Contract15 - Contract Amendments \CA 3_Finat Design - 95th to 107th'iTT511_.Fee_CA3.xlsm / Table A - Cs t Prpsl Sum F E P OPOSAT, - ABLE A CONSULTANT COST PROPOSAL SUMMARY SUBCONSULTANT(s) Name of Subconsultant Task Total Cost Total Subconsultant(s) $0.00 Consultant's Total Direct Labor $580,283.91 Consultant's Total Direct and Outside Expenses $0.00 Total: $580,283.91 Consultant's Totals of Direct Labor and Direct and Outside Expenses $580,283.91 OPTIONAL TASK ALLOWANCES Task Estimated Cost TOTAL PROPOSED NOT TO EXCEED FEE $580,283.91 (Inclusive of Consultant and Subconsullant[s] total proposed fee.) Kiraley-Horn and Associates, Inc. Firm Ahmad Omais Signature Principal/Senior Vice President Title June 24,2015 Date Cost Proposal Summary (Optional Tasks) Matieopa County Department of Transportation Page 2 of 16 KAPHX_RoadwayS191850000-MC 851Cantractk5 - Contract Amendments\ CA 3_Final Design - 95th to .107th \TT511 Fee CA3,xlsni / Table A - Cat Prpsl Sum 16 Labor of 3 -- Direct Page -- Hrs $2,496.00 $19,448.00 $5,077.00 $113,068.00 $4,919.00 $6,845.00 $2,361.00- $181,003.00 Man TOTAL LABOR )----126:7-89.00 67,e Est ----- C - _ C.-:\/-1-1/ (-14:474 14 ao". ...-- (124 26-60 (1-53 x4 3954 \Table A3 TOTAL MAN-HOURS Templates 2013-043 I No.: Contracts Admin $31.40 40 8 2 50 Contract _ DIRLAB LABOR Clerical $21.68 20 2 4 28 54 C - Table / DIRECT Tech $26.58 C AND Analyst $27.90 8 38 43 866 28 12 995 107tIATT511_Fee_CA3.xlsrn TABLE CONSULTANT/SUBCONSULTANT MAN-HOURS Eng/Des $38.26 16 71 38 596 32 30 20 803 to 95th - CLASSIFICATIONS Eng $50.33 100 23 140 24 867 40 42 10 1246 Design ESTIMATED Horn Avenue Proj 3_Final Kimley))) 95th Proj Eng $63.97 128 91 19 260 4 16 4 522 \CA to Sr LABOR Amendments Avenue Mgr $83.66 132 - - 16 30 - - - 69 16 - 14 6 - 283 107th 2015 DIRECT Des Contract - 24, Prin - NAME: 85 $100.00 Transportation MC June Proj 85SContrachE _ 1 NAME: DATE: of TASK/PHASE Reports Estimate Department Roadway1191850000-MC PROJECT and CONSULTANT/SUBCONSULTANT RATE and County Mapping Railroad Analysis Memoranda CONTRACT Management Coordination Specifications Engineering Phase Maricopa 1<:1PHX Acquisition and and Design Project Survey Project Utilities Environmental Alternatives Technical Plans, Right-of-Way Value Submittals Bidding References TOTAL Data Post MC 85, 107th Avenue to 95th Avenue KirnleyoHorn PROJECT NO. 17511 Contract No. 2013-043 A3 ESTIMATED STAFF HOUR SUMMARY PIA Prin Des Mgr Sr Proj Pro] Eng En/Des Analyst Tech Clerical At1rnIn Prof LA Total Cost SCOPE SECTION, TASK Eng 100 Project Management - 132 128 100 16 5 - 20 40 444 $ 65,864 200 Data Acquisition - - - - - - $ - 300 Survey and Mapping _ - - - _ . . . $ - 400 Project Coordination - 16 - 23 - - _ - - - - 39 3 8.003 500 Utilities and Railroad - 30 91 140 71 38 - 2 8 - aao $ 62,385 500 Environmental - - - - - - - - - - - $ 700 Alternatives Analysis - - - - - - - - - - - $ - 800 Technical Memoranda and Reports - - 19 24 38 43 - - - - 124 5 16,215 Drainage Report ., - . 16 5 1.950 Utilities Overview Report . 24 32 $ 4,584 Cost Estimate - - - - $ Design Documentation 4 10 14 d 35 $ 4668 Lighting Report - - .$ BOO Plans, Specifications and Estimate - 69 260 567 596 866 - - 2 - 2,660 $ 362,491 General Sheets . 5 17 51 56 74 - V 293 $ 26.544 Roadway 31 BB 220 374 338 - - 1,051 5 137.968 Drainage 4 15 77 16 149 - 261 $ 31,853 Traffic - Signing and Marking 2 33 66 A 73 - 178 5 24,614 Traffic-Signals - 25 65 4 76 - 172 5 23,105 Traffic - Lighting a a 30 16 28 - CO 5 10,728 Retaining Walls V - - - S - Landscape - - - i - - - S Utility - 6 8 68 - 66 - 138 5 18,512 Earthwork 6 96 212 58 ze - - 318 $ 48.538 Specs and Estfrnate 12 55 BEI 68 36 • - 259 5 40,259 1000 Right-of-Way - 16 4 40 32 - - 4 - - 95 $ 15,768 1100 Value Engineering - - - - - - - - - - - $ - 1200 Submittals 14 16 42 30 28 - 26 158 5 21,943 1300 Bidding Phase - 6 4 10 20 12 - 52 5 7.560 1400 Post Design _ _ _ - - - - _ _ _ _ - $ - 1500 References - - - - - - V - - - $ - Totals I I - 253 522 1,245 803 995 - 54 50 3,953 5 580,288 1,Percg a es 7.16% 13.21% 31.52% 20.31% 25.17% j 1.37% 1.25% 100% KilefiX Raedniay11915560007 1AC 651Con69c35- Canna clAm end in ents1CA 3yrial Design - 951816 16718%77511_Fe CA3.xlsm 812412015 Hr Sum Page 4 or76 16 A3 of 5 2013-043 Cost 14.80% 1.38% 10.75% 2.80% 62.47% 2.72% 3.78% 1.30% 100% Page Horn Total No. of % Flours 11.23% 0.99% 9.61% 3.14% 67.29% 2.43% 4.00% 1.32% 100% Kimle& Contract 85,884.00 - - 8,003.00 62,355.00 - 16,275.90 362,491.00 15,768.00 21,943.00 7,569.00 - 580,288,00 Cost Total $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Hours 444.0 39.0 380.0- 124.6- 2660.0 96.0 158.0 52.0 3,953.0 8,456.00 - - - - - - 34,223.00 - - 5,099.00 7,569.00 - - 55.347.00 Subtotal Cost $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Sealed 42.0 244.0 42.0 52.0 380.0 Hours 40.987.00 - - 1,880.00 30,613.00 13,558.00 109,853.00 7,884.00 13,437.00 - - 218.212.00 Cost Subtotal $ _$ $ $ $ $ $ $ $ $ $ $ $ $ $ Final 214.0 9.0 190.0 104.0 801.0 48.0 90.0—$ Hours 1,456.0 Tasks / 36.441.00 - - 6,123.00 31,742.00 - - 2,717.00 7,884.00 - 3,407.00 - - - Subtotal Cost 218,415.00 306,729.00 \T1511Fee_CA3.xlem $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Pre-Fnal 188.0 30.0 190.0 20.0— 1615.0 48.0 26.0 -107th Hours 2,117.0 950110 . . . - - - - - - - - - - - . - - Subtotal Cost Design _ 3_FInal ng $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ I Soap Hours - ArnendmentesCA Reports Estimate Totals Contract SUMMARY and Task - and Avenue 85V0ontracn5 Mapping Railroad Analysis Memoranda 95th Management Coordination Specifications Engineering to PHASE Description Acquisition and and Phase Design Environmental Alternatives Technical Right-of-Way Submittals References Avenue TT511 BY Task Project Data Survey Project Utilities Plans, Value Bidding Post K:SPHX_RoadwayS191850000.MC 107th NO. No TASK 100 200 300 400 500 600 700 BOO 900 1000 1100 1200 1300 1400 1500 85, PROJECT Task 612412015 MC MC 85, 107th Avenue to 95th Avenue Kimley>>>Horn PROJECT NO. TT511 Contract No. 2013-043 A3 PLAN SHEET SUMMARY Plan Set Section No. Sheets Hours Hours / Cost Cost/Sheet Sheet General 33 203 6 $ 26,544.00 $ 804.36 Face Sheet 1 9 9 $ 1,300.00 $ 1,300.00 General Notes 1 10 10 $ 1,543.00 $ 1,543.00 Summary of Estimated Qtys 16 70 4 $ 9,733.00 $ 608.31 Geometric Control 3 15 5 $ 2,006.00 668.67 Special Details 12 99 8 $ 11,962.00 996.83 Roadway 131 1051 8 $ 137,968.00 $ 1,053.19 Typical Sections 6 68 11 $ 9,391.00 $ 1,565.17 Plan 36 245 7 $ 31,972.00 $ 888.11 Profile 36 193 5 $ 25,443.00 $ 706.75 Removal and Relocation 36 297 8 $ 38,196.00 $ 1,061.00 Detail Sheets 17 248 15 $ 32,966.00 $ 1,939.18 Intersection Details 2 44 22 $ 6,108.00 $ 3,054.00 Driveway Details 15 204 14 $ 26,858.00 $ 1,790.53 Drainage 42 261 6 $ 31,863.00 $ 758.64 Traffic 30 430 14 $ 58,807.00 $ 1,960.23 Signing and Marking 15 178 12 $ 24,974.00 $ 1,664.93 Traffic Signal 6 172 29 $ 23,105.00 $ 3,850.83 Lighting 9 80 9 $ 10,728.00 $ 1,192.00 Utility Plans 20 138 7 $ 18,512.00 $ 925.60 Earthwork 84 $ 13,353.00 $ - Cross Sections 101 220 2 $ 32,926.00 $ 326.00 Totals/Average - Excludes X-Sect 256 2167 8 $ 287,047.00 1 $ 1,121.28 Totals/Average 357 23871 71 $ 319,973.00 I $ 896.28 Total Project Sheets / Hours 256 3953 Hours Excludes cross section sheets Total Hours Per Sheet 15.44 Hours/Sheet Total Project Cost $ 580,286 Total Cost Per Sheet $ 2,267 Dollars/Sheet 6/24/2015 Page 6 of 16 o116 Hours! Sheet Freer A3 1.173 13,251 2,041 714 1,104 783 4,014 13,331 36,441 - 182 718 859 2,354 6,723 Cost 1 1 2013-043 S $ $ $ $ $ $ $ $ 6 $ $ $ $ 6 $ $ 7.0 64.0 10.0 4.0 6.0 5.0 20.0 72.0 198.0 6.0 8.0 4.0 12.0 30.0 Kirnley>>>Horn Total No. Contract Adman 4 15 20 Clerical 1 Tech Analyst EngfDes 1 2 1 4 I Eng 6 6 2 2 2 4 16 46 4 4 2 8 18 Prol I Pro] Eng 1 48 4 53 Sr I Mgr 8 4 1 2 1 32 56 2 4 2 4 12 Des I Pan Pro] PRE-FINAL No Shts mtgs months months mtgs submit I Scare 1 4 4 2 2 - HOURS STAFF Activities Control hr) ESTIMATED =2.0 hr) Quality time) updates) 2.0 = Submittals Avenue hr/sheet) Meetings) time) TASK (mtg 0.25 Document 1.0 schedule month) (mtn 95th at + Developer 1.0 Developer and per + sheets (travel) (Includes hrs to Monitor (8 Management (and (ravel) Coordinate Coordination Schedule (256 (1.0 Notes Avenue TT511 Plan to Meetings Reports Meetings (1.0 Notes Management Finalize Plan Checking Process Progress Agenda Attendance Meeting Administration Coordination and Work Schedule Progress Project Agenda Attendance Meeting Review Project 107th NO. - C1A/QC - - Progress - - - Stakeholder Proiect - - Project - - Project P.100 - - - - P.400 85, Project - P.100.3.7.4 P.100.3.9.3 P.100.3.9.5 - P.100.6.1.1 P.100.6.1.2 - Project - PROJECT P.100.3.7 P.100.3.3 P.100.6.1 P.100.6.2 P.400.1.1 P.400.1,2 P.400.1.3 P.400.1.3 MC P.100 P.100.3 P.100.6 P.100.10 Subtotal P.400 P.400.1 Subtotal Bl24/2015 Hours/ Sheet PageBolls A3 - 3,408 - - - 796 1.904 528 1,682 2,896 1.413 - 1.324 2.539 1,056 - 1,056 2.539 1,056 _ . 3.193 2,938 - - - 3,414 31,742 2,717 . Cost 2013-043 $ $ $ $ $ $ S $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 24.0 4.0 9.0 3.0 11.0 16.0 10.0 7.0 12.0 6.0 6.0 12.0 6.0 22.0 20.0 22,0 190.01 20.0 20.0 Kimley>>>Horn Total No. Contract AdmIn 6 1 I Clerical Tech Analyst 4 4 4 12 Eng/Des 12 16 12 40 a Eng Prof 12 2 3 2 4 4 4 4 4 4 4 4 4 4 6 65 8 Prof Eng 1 3 1 2 4 2 2 4 2 2 4 2 6 4 8 47 2 Sr Mgr 1 3 1 4 1 4 4 18 Des Pan Proj PRE-FINAL No Shts rntgs mtgs mtgs mtgs Revs i Scale 1 2 2 2 4 - I HOURS hr) hr) =2.0 2.0 = STAFF hr) hr) time) time) = 3.0 = 2.0 (mtg (mtg time) time) prep) 1.0 prep) 1.0 + Meetings/Coordination + (mtg (mtg exhibit (travel) exhibit (travel) ESTIMATED prep) 2.0 prep) 1.0 plans) + exhibit + (Includes 11.0 (includes (1.0 exhibit (travel) (travel) meeting) meeting) relocation Reports Avenue TASK meeting) Additional meeting) Team (includes (1.0 (Includes (1.0 meeting) meeting) Utility meeting) Utility utility Connection and meeting) meeting) meeting) Utility • Utility Relocations Project File Reports 95th Meetings meeting) meeting) (UPRR Utility (individual Conversion Utility (Individual (review - Base Service Reports to Fite (Utility (Utility (UPRR Meetings (Individual (Individual and Design Utility Railroad and and Memoranda Base (Utility Notes (UPRR Notes (Individual Notes (individual Notes Relocation Utility Provisions Documentation Avenue 1T511 Railroad Utility Coordination Meetings Attendance Meetings Attendance Utility Attendance Underground Attendance Adjustments Review Update Agreements and Memoranda Memoranda Identification Coordination Agenda Meeting Agenda Meeting Agenda Meeting Agenda Meeting Utility Establishing Special Utilities Technical NO. and Update Utility Utility Railroad Individual Utility - - Utility Plans Design 107th Utility Utility - - - - - - - - - SRP - - - - Utility Utility Technical Utilities - - - P.500.3.4.3.3 P.500.3.4.3.4 - - P.500 Technical - P.800 85, PROJECT - - P.500.3.1.1 P.500.3.1.2 P.500.3.1.3 P.500.3.1.1 P.500.3.1.2 P.500.3.1.3 P.500.3.1.3 P.500.3.1.3 P.500.3.1.3 P.500.3.1.3 P.500.3.1.3 P.500.3.1.3 P.500.3.4.3 - - - P.500.22 P.500.3.1 P.500.3.4 P.500.3.5 P.500.3.6 Subtotal P.800.1.17 Subtotal MC P.500 P.500.2 P.500.3 P.500.4 P.500.5 P.800 P.800.1 arNnms 5 5 3 3 6 5 12 9 6 2 8 7 19 4 5 2 5 Hours/ Sheet PamDel% I A3 - 586 770 507 154 8207 , - 4,722 14,8E8 9,849 27,777 3,633 574 2,417 6,570 5,860 1,566 - 14,656 14,629 4,575 - 11,568 23,655 1,291 9,925 - 14,541 7,115 3,351 218,415 1,427 2,209 1,566 2,602 - 7,884 Cost 7 1 17 $ $ $ $ $ 5 $ $ $ 5 $ $ $ $ 3 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 5 $ $ $ $ Is 2013-043 - 5.0 5.0 54.0 9.0 69.0 33.0 108.0 74.0 220.0 24,0 134.0 18.0 58.0 49.0 13.0 107.0 115.9 37.0 92.0 155.0 8.0 83.0 86.0 58.0 21.0 1615.0 8.0 12.5 10.0 18.0 48.0 Kimley>>>Horn Total No. Admln 2 MEI Contract , 1 Clerical 2 2 Tech Analyst 2 2 16 2 36 8 37 24 80 2 48 8 40 30 a 49 59 18 48 12 28 552 Eng/Des 2 16 4 16 a 32 24 80 8 40 5 20 18 20 16 8 318 2 4 2 a 16 Eng 1 2 12 3 12 12 24 16 40 12 39 8 16 16 4 40 44 10 40 118 8 36 36 8 a 556 4 4 4 8 20 Pro/ Prof Eng 8 4 4 18 a 15 12 2 2 a 1 16 10 3 4 4 8 28 4 4 159 2 2 Sr 'Mgr 1 2 1 1 2 2 4 2 4 2 1 1 2 2 1 28 2 4 2 8 Des _ PrIn Proj _ 1.1 _ PRE-FINAL No Shts 1 1 16 3 12 6 36 36 36 2 15 3 31 6 2 15 6 9 20 100 1 357 mtgs _ I I I I 1 Scale New New New New New New New NeW New 2 - HOURS STAFF conflicts) design) for ESTIIVIATED design) check Irrigation hr) previous - 2.0 MCDOT previous Plans Estimate .--- Avenue Plans Quantities to poles Private time) TASK from to Sheets Basin Plans light - Sealed (updates Profile and (mtg_ info Estimate / (updates Relocations Plans 95th Estimated and Detention Marking Plans (layout Meetings 1.0 Final Control Detafis Summary Report + to / Notes Details Sections Plan PrOfile and Details Plan Plans Plans Relocation Sections and / and Signal Diagram Specifications (travel) Coordlnation/Review Sheets Sheet Pm-Final General Summary_of Geometric Special Typical Roadway Roadway Removal Intersection Driveway Drainage Drainage Grading Retention Signing Lighting Plans Earthwork Previsions Coordination 0.0 Avenue TT511 Face Traffic Utility Cross Mass Notes Right-of-Way / General Roadway Drainage Earthwork Estimate Specifications Traffic Utility Scoping - - - - - - - - - - - - - - - - - - - - - - Quantities Plans, Way Attendance Way NO. Specifications Special Cost of Agenda Meeting of 107th - - - - - - Estimates Right-of-Way - P.900.1.4.1.1 P.900.1.4.1.2 P.900.1.4.1.3 P.900.1.4.1.4 P.900.1.4.1.5 P.900.1.4.2.1 P.900.1.4,2.2 P.900.1.42.2 P.900.1.4.22 P.900.1.4.2.3 P.900.1.42.4 P.900.1.4.3.1 P.900.1.4.3.2 P.900.1.4.3.4 F.900.1.4.3.5 P.900.1.4.4.3 P.900.1.4.4.5 P.900.1.4.4.8 F.900.1.4.8.1 P.900.1.4.9.1 P.900.1.4.9.2 P.900.1.4.9.3 - - - P.900 Right - - - Right P.1000 85, Plans, P.900.1.4.1 P.900.1.4.2 P.900.1.4.3 P.900.1.4.4 P.900.1.4.8 P.900.1.4.9 - - PROJECT - - P.900.1.4 P.900.21 P.900.3.1 P.900.3.6 P.1000.0. P.1000.0. P.1000.0. MC P.900 P.9002 P.900.3 Subtotal P.1000 P.1000. P.1000. Subtotal sr24,2015 IS al Hours/ Sheet 10 Pago A3 . 3,407 3,407 Cost 2013-043 $ $ $ 3 26.0 26.011 0 7 Kimley>>>Horn Total 211 No. Contract Admln 30 Clerical El 6 Tech Analyst 4 Eng/Des 4 4 390 Eng Prof 4 4 710 Prof Eng 4 4 267 Sr Mgr 2 2 Des PrIn Prof PRE-FINAL No Shts Scale - HOURS STAFF ESTIMATED Avenue TASK 95th to PS&E Submittal Avenue TT5l1 Pre-Final PS&E Submittals NO. Submit 107th Pre-Final SUbmittals - P.1200 85, PROJECT - P.1200.7.1 MC P.1200 P.1200.7 Subtotal Totals exarzois 1 _ 16 of Hours/ Sheet 11 Page IL A3 - - 3.281 13.281 2.041 - 714 1,104 783 3.011 6,774 998 40.387 _ 591 859 430 1,660 Cost 9 2013-043 $ $ $ $ $ $ 5 $ $ $ $ $ $ $ $ $ $ $ $ sells 16.0 64.0 10.0 4.0 6.0 5.0 15.0 40.0 54.0 214.011 3,0 4.0 2.0 KimleyHorn Total No. Ii Contract Admln 3 12 15 1 I Clerical 1 6 7 Tech I Analyst 13 a Eng/Des 1 2 1 B 12 I Eng 8 6 2 2 2 3 B 12 43 2 2 1 I$I Pro) Fro] Eng 16 48 a 8 75 Sr Mgr 8 4 1 2 1 6 8 24 54 1 2 1 4 Des I Prin Pro) _ FINAL No Shts mtgs months months 11J mtgs I - Scale 1 3 3 1 I I I HOURS STAFF . -- Activities Activities ESTIMATED Control Control hr) 2.0 hr) = Quality Quality time) updates) Review =2.0 Avenue hr/sheet) Meetings) time) TASK (mtg Submittal 0.25 Document Document 1.0 schedule month) (mtg 95th at and and + Plans per Developer 1.0 (travel) + sheets (includes hrs to Procedures Monitor Monitor (1.0 Final (8 Management and (travel) Coordination (256 Notes to to Meetings Reports during Meetings (1.0 Avenue TT511 Plan Checking Checking Attendance Administration Notes Management Process Process Progress Agenda Meetins Walk Coordination QA/QC Progress Progress Project Agenda Attendance Meeting Project 107th NO. - - - - Project - - - Field Protect Stakeholder - - - - F.100 - - - F.400 85, Project F.100.3.9.3 F.100.3.9.3 F.100.3.9.5 F.100.3.9.5 - F.100.6.1.1 F.100.6.1.2 F.100.6.1.3 - Project - PROJECT F.100.3.9 F.100.6.1 F.100.6.2 F.102.92 F.400.1.1 F.400.1.2 R400.1.3 MC F.100 F.100.6 F.100.10 Subtotal F.400 F.400.1 Subtotal 52412015 124/11 Hours/ Sheet Pam I A3 _ _ _ 736 368- 528 1,413 2,717 145 - 1.324 2,539 1,055 3,092 4,405 641 3,830 2,417 2,932 410 30,613 - 4,875 1,950 - - 4,584 2,149 13,558 Cost 1 1 2013-043 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ S $ $ 6 $ ill $ $ $ $ $ 5; 4.0 7.0 3.13 8.0 14.0 7.0 7.0 12.0 6.0 20.0 32.0 6.0 28.0 18.0 16.0 2-0 190.0 40,0 16.0 32.0 16.0 - 104,01 Kfrnley»)Horn Total No, _ Contract Admin Clerical 2 2 Tech Analyst 1 2 1 2 12 8 26 25 10 4 39 7 Eng/Des 8 23 31 24 6 30 Erg 2 3 2 4 4 4 4 4 4 a 6 2 12 a s 75 10 4 4 18 Pro' [ Prof Cog 1 3 1 2 4 2 2 4 2 4 3 4 2 8 2 44 5 2 5 2 17 Sr Mgr 1 1 1 4 1 4 12 Des Prin Prot _ FINAL No Shts migs ridge mtgs exh - Scala 1 1 2 3 HOURS hr) =2.0 STAFF hr) time) 2.0 = (mtg time) prep) 1.0 + (Addendum} ESTIMATED hr) (rig exhibit (travel) 3,0 prep) 1.0 plans) = + (includes (1.0 Report inventory time) exhibit (travel) meeting) relocation Reports Avenue TASK (nig (1.0 meeting) Drainage utility prep) 2.0 (includes meeting) meeting) Utility Companies utility Connection (Addendum) Report So% and + meeting) Utility Relocations Reports Sealed 95th Meetings exhibit (travel) meeting) Meetings Utility (Individual Utility (review Reports previous to (UPRR (UPRR (Individual and Service Railroad and and Report Submit Report Overview to Memoranda Meetings (includes (1.0 Notes Meetings (UPRR Notes Utility (individual Notes to Plans Relocation Utility Provisions Letter Drainage and Documentation Avenue rrsi Railroad Coordination Adjustments and Memoranda Overview Utilities Revisions Coordination Agenda Attendance Meeting Railroad Agenda Attendance Meeting Inclividuta Agenda Attendance Meeting Exhibits Provide Utility Clearance Memoranda Final Prepare Final Technfcal Utility Establishing Special Utitifies - NO, and Utility utility ACC Utilities Design 107th Utility - - - - - - - - - - - Utility Utility Technical - - - Utilities - - - - F.500 Technical - P.800.1.6.4.1 - F.800 85, PROJECT - F.500.3_1.1 F.500.3.12 F.500.3.1.3 P.500.3.1.1 P.500.3.1.2 R500.3.1.3 F.500.3.1.3 F.500.3.1.3 F.500.3.1.3 F.500.3.4.1 F.500.3.4.3 - - - F.500.1.6.4 F.500.1.6.6 F.800.1.6.4 F.500.3.1 F.500.3.4 F.500.3.4 F.500.3.6 Subtotal F.800.1.8 F.800.1.17 Subtotal MC F.500 F.500.3 F.500.5 F.500.6 F.800 F.800.1 104/2011 2 a 1 1 2 4 3 3 2 6 4 2 2 3 5 4 7 a 1r3 or Hours! Sheet 13 le RN A3 - - 284 489 1,546 407 752 _ 3,398 14,831 13,341 8,166 416 8,046 707 6,866 2,247 1,064 - 8,005 6,162 3,645 - 6,996 - 6,998 645 2,460 - 5,095 2,596 2,460 323 - 2 1 109,853 Cost $ $ $ $ 5 $ 5 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 5 $ $ $ $ $ 8 2013-043 2.0 5,0 10.0 3.0 22.0 26.0 120.9 102.0 60.0 12.9 60.0 5.0 56.0 19.9 9.0 55.0 41.0 23.0 40.0 48.0 4.0 15.0 30.0 19.0 15.0 2.0 801.0 Kimley*Horn Total No. Admln Contract Clerical Tech -. Analyst a 9 48 36 18 4 12 2 24 12 6 20 13 16 5 6 230 Eng/Des 1 1 4 2 a 8 45 38 18 5 30 16 10 16 4 8 6 4 226 Eng 4 1 4 1 4 a 12 16 16 2 12 2 12 6 2 22 17 10 15 22 4 8 12 4 a 2 224 Proj _ Prof Eng 1 2 2 2 a 10 6 4 1 4 1 1 13 11 4 2 2 8 2 2 85 Sr Mgr 4 4 2 2 3 4 2 1 2 1 1 26 Des Prin Prof u _ I 100 1 FINAL No Shts 1 1 15 3 12 6 36 36 36 2 15 3 31 6 2 15 6 9 20 357 _ I - Scale _ HOURS STAFF Scuppers - Details ESTIMATED Drainage Irrigation - Plans Estimate Avenue Plans Quantities Private TASK Sheets Basin Plans - Sealed Profile and Estimate Relocations Plans 95th I Estimated and Detention Marking Plans Final Control Details Summary Report to / Notes of Details Sections Plan Profile and Details Plan Plans / Plans Relocation Sections and and Signal Diagram Specifications Sheets Sheet Pre-Final General Summary Geometric Special Roadway Roadway Removal Intersection Driveway Drainage Drainage Grading Retention Signing Lighting Plans Earthwork Provisions Avenue 1T511 Face Typical Traffic Utility Cross Mass / General Roadway Drainage Earthwork Estimate Schedule Specifications Traffic Utiiity Soaping - - - - - - - - - - - - - - - - - - - - - - Quantities Plans, NO. Specifications Special Cost - - - - - - Estimates Bid 107th - 7.900.1.4.1.1 F.900.1.4.1.2 F.900.1.4.1.3 F.900.1.4.1.4 F.900.1.4.1.5 7.900.1.4.2.1 7.900.1.42.2 P.900.1.4.2.2 P.900.1.4.2.2 7.900.1.4.2.3 F.900.1.4.2.4 F200.1.4.3.1 F.900.1.4.3.2 F.900.1.4.3.4 F.900.1.4.3.5 F.900.1.4,4.3 F.600.1.4.4.5 F.200.1.4.4.8 F.900.1.4.8.1 F.900.1.4.9.1 F.900.1.4.9.2 F.900.1.4.9.3 - - - - F.900 Plans, 85, F.900.1.4.1 F.900.1.4.2 F.900.1.4.3 F.900.1.4.4 F.900.1.4.8 F.900.1.4.9 - - PROJECT F.900.1.4 7.900.2.1 7.900.3.1 F.900.3,6 F.900.3.7 Subtotal 0402015 MC F,900 F.900.2 F.900.3 5 , 01 Hours/ Sheet 14 Po A3 - 1,427 2,239 1,566 2,662 - 7,804 3,129 2,006 4,344 1,182 1,104 1.672 216.2134 Cost 2013-043 $ $ $ 5 $ $ $ $ $ $ $ $ 5 $ 5 $ $ 8.0 12.0 10.0 18.0 480 22.0 16.0 30.0 6.0 6.0 10.0 1456.0 Kimiey*Horn Total No. Contract Admin 15 Clerical 2 2 4 4 15 Tech (. Analyst 4 8 8 21.1 33? I I Eng/Des 2 4 2 8 16 4 8 2 4 18 333 Eng 4 4 4 8 20 4 8 8 4 2 4 30 415 Proj PIA Eng 2 2 4 4 6 232 Sr Mgr 2 4 2 5 2 2 2 2 2 10 114 Des PrIn Prof 11 FINAL No Shts mtgs 2,57 I - Scale 2 HOURS STAFF ESTIMATED hr) _ 2.0 MCDOT = PM Avenue TASK time) from - (mtg Info Comments Comments Meeting Comments 95th Meetings 1.0 of of + Resolution of to (travel) Coordination/Review Comments Comments Responses Summary Summary PS&E Summary Avenue TT511 Coordination (1.0 ht-of-Wa Submittal Final of Notes Compile Prepare Submit Review Comment Final Submittals Way Attendance Way Pi. PS&E Submit Summary NO. -of-Way of Agenda Meeting of - - - - - - 107th Final Right Right F.1000 Submittals - - F.1200 Right - - - - F.1200.8.3.1 P.1240.8.3.2 F.1200.8,3.3 F.1200,8.3.4 F.1200.8.3.5 F.1200.8.3.6 1 85, PROJECT - P.1000.0. P.1000.0. P.1000.0. - F.1200.8.1 F.1200,8.3 MC F.1000 P.1000. P.1000. Subtotal F.1200 F.1200.8 Subtotal Totals 6,241015 2 2 0 1 1 2 0 0 0 4 1 1 0 2 2 1 3 2 0 Cr 2 ' 1 0115 Hours/ Sheet 15 Pao A3 798 7,658 9,496 - _ 430 284 680 445 1,003 271 2.253 2,253 2,253 1,059 238 _ 508 1,529 629 680 2,314 2,314 2.508 1,038 2,275 323 968 - 2,002 - 1,197 1,248 323 - 34,223 1 1 1 Cost $ S $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ S 5 $ $ $ 5 $ $ $ 5 $ $ $ $ $ $ 2013-043 4.0 38.0 42.0 2.0 2.0 6.0 3.0 8.0 9.0 17.0 17.0 17.0 8.0 10.0 4.0 12.0 13.0 4.0 16.0 16.0 20.0 6.0 17.0 2.0 6.0 10.0 9.0 7.0 2.0 244.0 Kimley>>>Horn Total No. I Admin 1 4 5 Contract Clerical 4 4 Tech I Analyst 4 4 4 4 4 4 2 2 $ 8 1 4 4 10 2 8 2 I EngMes 1 1 8 8 8 6 6 4 4 4 2 52 I Eng 1 10 11 1 1 2 2 4_ 4 4 4 4 2 2 1 4 4 2 4 4 10 2 a 2 6 4 2 2 2 57 Proj Pro) Eng 4 4 4 1 2 15 Sr 1 1 Mgr 2 20 1 1 1 1 1 1 1 1 1 2 1 2 1 15 Des PrIn Prot U SEALED No Shts month month 1 1 16 3 12 B 26 36 3$ 2 15 3 31 6 2 15 6 9 20 100 1 357 L I i 1 I Scale 1 10 - HOURS STAFF ESTIMATED month) Irrigation a Plans Estimate Avenue hrs Plans Quantities Private TASK 2 Sheets Basin Fans - 0 Sealed Profile and Estimate / Relocations Plans 95th months Estimated Details and Detention Marking Plans Final Control Details Summary Report to (10 Management and / Notes of Details Sections Plan Profile and Plan Plans / and Signal Plans Relocation Sections Diagram Specifications Sheets Sheet Reports Pre-Final General Summar/ Geometric Special Typical Roadway Roadway Removal Intersection Driveway Drainage Drainage Grading Retention Signing Traffic Lighting Plans Earthwork Provisions Avenue TT511 Administration Face Utility Cross Mass Progress / General Roadway Drainage Earthwork Estimate Schedule Management Specifications Traffic Utility Progress Project Sending - - - - - - - - - - - - - - - - - - - - - - Quantities Plans, NO. Specifications Spacial Cost Bid 107th Project Project - 4.1.1 - - - - - Estimates Plans - S.100 - 1 S.900.1,4.1.2 S.900.1.4.1.3 3.900.1.4.1.4 3.900.1.4.1.5 2.900.1.4.2.1 P.900.1.4.22 P.900.1.4,22 P.900.1.4.22 5.900.1.4.21 3.900,1.42.4 5.900.1.4.3.1 S.900.1.4.32 S.900.1.4.3.4 6.900.1.41.5 3.900.1.4.4.3 5.900.14.4.5 5.900.1.44.8 F.902.1.4.8.1 3.900.1.4.9.1 3.900.1.4.9.2 3.900.1.4.9.3 - - - - 5.900 85, Project - - Plans, - $.900.1.4.1 900 3.900.1.4.2 8.900.1.4,3 2.900.1.4.4 2.900.1.4.3 0.900.1.4.9 - - PROJECT 5.100.62 5.900.1.4 S 3100.2,1 S.900,3,1 5.900.3.6 5.900.3.7 S.100.10 Subtotal Subtotal 5/24/5015 MC 5,100 5.100.6 S.900 9302.1 S.500.2 5.900.3 Hours/ Sheet 16 0116 Page A3 5,099 5,099 4,137 2,573 559 7.569 Cost 2013-043 $ $ $ $ $ $ $ $ 42.0 42.011 32.0 15.0 4.0 Kimley>>>Florn Total No. Contract Admin I Clerical 16 16 Tech Analyst 4 4 12 12 EngfDes 8 8 12 a 20 Eng s a 4 4 2 10 Pro.' Pro] Eng 4 4 2 2 4 Sr rifigr 2 2 2 2 2 Den Prin Proj SEALED No Shts - Scale HOURS STAFF ESTIMATED Avenue TASK 95th to PS&S Submittal Addenda Phase Avenue TT511 Sealed Assistance of Conference PS&E Submittals Bidding Submit Phase 107th NO. Sealed Technical Preparation Pre-Bid Submittals - S.1200 Bidding S.1300 85, - - - - PROJECT 9.1200.9.1 MC 5.1200 5.1200.9 Subtotal S.1300 9.1300.1 9.1300.2 9.1300.3 Subtotal 604/201