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R-06-05-25-11E2 - 5/25/2006RESOLUTION NO. R -06-05-25-11E2 WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering Services ("Contract") with HDR Engineering, Inc. for the Arterial A, US 79 to Chandler Creek Project, and WHEREAS, HDR Engineering, Inc. has submitted Supplemental Contract No. 1 to the Contract to modify the provisions for the scope of services, and WHEREAS, the City Council desires to enter into said Supplemental Contract No. 1 with HDR Engineering, Inc., Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City Supplemental Contract No. 1 to the Contract with HDR Engineering, Inc., a copy of same being attached hereto as Exhibit "A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 25th day of May, 2006. N W ayor City of Round Rock, Texas CHRISTINE R. MARTINEZ, City Secre ary aPFDesktop\ODMA/WORLDOX./O:/wdox/RESOLUTI/R60525E2.WPD/sc STATE OF TEXAS COUNTY OF WILLIAMSON SUPPLEMENTAL CONTRACT NO. 1 TO CONTRACT FOR ENGINEERING SERVICES FIRM: HDR Engineering, Inc. ("Engineer") ADDRESS: 2211 South IH 35 Suite 300, Austin, TX 78741 PROJECT: Arterial A This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between the City of Round Rock, Texas, hereinafter called the "City" and HDR Engineering, Inc., hereinafter called the "Engineer". WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter called the "Contract", on the 14th day of April, 2005 for Arterial A; and WHEREAS, it has become necessary to amend the Contract to modify the provisions for the scope of services and to increase the compensation; and NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract is amended as follows: I. Article 2, Engineering Services and Exhibit B,Engineering Services shall be amended as set forth in the attached Addendum To Exhibit B. Exhibit C, Work Schedule shall be amended as set forth in the attached Addendum To Exhibit C. II. Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by $378,836.00 the lump sum amount payable under the Contract for a total of $420,116.13, as shown by the attached Addendum to Exhibit D. IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental Contract in duplicate. Supplemental Contract Hdr-arteriala; tx02arta; 94758 EXHIBIT Rev.03/02/04 84275 HDR ENGINEERING INC. tee. ✓� PRESIP15%.rr•- - S -o6 Date CITY OF ROUND ROCK APPROVED AS TO FORM: By: Nyle Maxwell, Mayor Date Supplemental Contract Hdr-arteriala; tx02arta; 94758 2 Stephan L. Sheets, City Attorney Rev.03/02/04 84275 Addendum to Exhibit B The work to be performed by the ENGINEER under this contract shall consist of providing engineering services for drainage, roadway and bridge design and preparation of 1 (one) set of Plans, Specifications, and Estimates (PS&E) for the construction of Arterial A. The PS&E will provide details for the construction based on the approved schematic. Limits of the construction will include appropriate transitions and geometry (vertical and horizontal) where required to connect the existing pavement sections to the proposed construction. The roadway will be designed as an urban arterial section with provisions for a sidewalk section along both sides. The ENGINEER will employ a computer graphics system that will provide MicroStation format graphic files compatible with the current version of MicroStation software used by the CITY OF ROUND ROCK. All coordinate geometry will be based on and tied into the State's coordinate system. The ENGINEER shall collect, review, and evaluate the available existing data pertaining to the above project and prepare the PS&E in accordance with the requirements and policies of the CITY OF ROUND ROCK. The ENGINEER shall coordinate as required with the Texas Department of Transportation in regards to the intersection of US 79 and will submit the applicable permit required from the Texas Department of Transportation (TxDOT). It is assumed that the permitting process will be standard and straightforward. If there are, additional requirements imposed by TxDOT undiscovered through the coordination process, services to comply with TxDOT criteria would require an additional scope and budget under a supplemental agreement. The ENGINEER shall furnish a notice of construction to the utility companies with a project layout in order for the utility companies to identify and annotate their utilities on the above layout. The ENGINEER shall design the roadway features to avoid conflicts or minimize major relocation of utilities. The ENGINEER shall submit plan sheets with a list of utilities to be adjusted to the CITY OF ROUND ROCK as shown on the project schedule. The ENGINEER shall conduct a utility meeting of all utility owners within the project limits prior to the 50% submittal or, as approved by the CITY OF ROUND ROCK's project manager. The ENGINEER will conduct evaluations of waters of the U.S., including wetlands, in all areas potentially affected by the proposed project, and a "jurisdictional waters finding" will be provided if necessary. As part of the environmental phase of the project, the ENGINEER will prepare a Section 404 or Section 9 permit for the U.S. Army Corps of ENGINEER and/or the U.S. Coast Guard. Any Section 404 permitting that requires direct coordination with the U.S. Army Corps of Engineers will require an additional scope and budget under a supplemental agreement. Services for the development of a Mitigation Plan are not covered under this scope of services and would require an additional scope and budget under a supplemental agreement. The ENGINEER will prepare a detailed contract time estimate work sheet to determine the approximate time (working days), based on the CITY OF ROUND ROCK standard definition of a working day. The CITY OF ROUND ROCK will be the principal contact for public/private inquires regarding the project. Contract Constraints and Conditions The project will be developed in English units. The ENGINEER will be required to meet with the designated CITY OF ROUND ROCK representatives eight times to report on progress. PS&E shall be prepared in accordance with the applicable requirements of the CITY OF ROUND ROCK Specifications, Standards, and manuals (updated for revisions). Whenever possible, the CITY'S standard drawings, standard specifications, or previously approved special provisions and/or special specifications will be used. If a special provision and/or special specification must be developed for this project, it shall be in a format acceptable to the CITY and, to the extent possible, incorporate references to approved test procedures. All design exceptions to CITY OF ROUND ROCK standards shall be requested in writing, by the ENGINEER, for CITY OF ROUND ROCK approval. The proposed ROW plan as currently shown on the design schematic will be finalized and a determination for the need of additional ROW will be made. ROW mapping will be handled under this contract. The engineering work on this project will be performed and may be inspected by the CITY OF ROUND ROCK in the offices of the ENGINEER, except for the fieldwork, which shall be performed on-site. The ENGINEER will review the schedule and prepare monthly progress reports for review by the CITY OF ROUND ROCK. Invoices for all work completed during the period will be submitted monthly for the ENGINEER and all sub -consultants. Monthly progress reports will include: • Actual activities performed during the reporting period • Anticipated activities planned for the next period Deliverables • Monthly Progress Reports (one [1] printed copy with invoice). • Monthly invoices including tabulation of percentage complete by task. Deliverables Required of the Engineer The ENGINEER will be required to provide the following deliverable items: 1. Reproducible white bond paper final set of plan sheets (size 11" X 17") as required by the CITY OF ROUND ROCK. 2. A hard copy of estimate, general notes, and specifications; and an electronic copy of the project estimate. All opinion of project cost will be generated in CITY OF ROUND ROCK cost format (provided by the CITY). 3. Copies of plan sheets as required for review of project details. 4. All MicroStation graphics files on compatible archive media used in developing the PS&E and all Geopak .gpk files for vertical alignment and design cross sections. HDR will provide a CD containing the Final submittals. a. The CADD files which comprise the geometry model. b. All GEOPAK project files. (1) Include a brief description of each file. (2) Include an explanation of chain and profiles with the names and locations. Also need legend showing line weight, style, color, and levels and the color tables that were used during design. 1. GEOPAK .gpk and .prj files. 2. Design cross-section file (showing existing and design cross-sections) 3. Earthwork output file 4. List of chains 5. Original and final cross section output in ASCII format, or plotted on plan sheets, or work roll for construction contractor's information. 6. Provide hydraulic report including a drainage area map, hydrologic and hydraulic calculations for all bridges, culverts and/or street drainage systems. 7. Provide the CITY OF ROUND ROCK with an electronic version of project General Notes. All general notes, standard specifications, special specifications and special provisions will be created using MS Word (CITY OF ROUND ROCK templates). 8. CITY OF ROUND ROCK review submittals will be as outlined in the roadway and bridge design tasks. After CITY OF ROUND ROCK's review of the 100% submittal is complete and ENGINEER is notified of findings, the ENGINEER will be required to correct and/or clarify matters noted during the review process and submit corrected PS&E back to CITY OF ROUND ROCK. The corrected PS&E shall be provided on 11"X 17" paper copies. The corrected PS&E shall also be provided in a digital format once final revisions have been made for use by the CITY OF ROUND ROCK only. Document Media Size No. of Copies Review Submittal Final Submittal Hydraulic Report 8.5" X 11" 2 2 PS&E 11" X 17" 2 2 Engineering services shall also include the task more specifically described in the TASK OUTLINE. *Deliverables Dates Design Survey -574 6/06 60610 Co - 8/9/06 30% Submittal of PS&E 50% Submittal of PS&E 11/1/06 90% Submittal of PS&E 2/7/07 95% Submittal of PS&E 5/2/07 100% Submittal of PS&E 6/1/07 *Schedule includes 15 calendar days for review of submittals PS&E DEVELOPMENT Design Survey 1. Place the location of existing utilities on the survey. Provide a list of utilities as marked by utility owners. Coordinate with utilities located from previous survey. 2. Locate marked existing underground facilities horizontally within the limits of the survey. Vertically locate utility lines that are readily accessible at manholes, valve covers, etc. Survey requiring excavation to expose utility lines is not part of this scope of services and would require a supplemental agreement. 3. Obtain right of entry to properties with assistance from City of Round Rock. 4. All coordinate geometry will be based on and tied into the State's, USGS, and FEMA coordinate system. 5. Field surveys shall be required for the establishment of a horizontal base line and benchmark circuit for the project, horizontal and vertical ties of critical existing facilities and features, including all features influencing existing streets and driveways, and of the existing right-of-way lines. The Surveyor will stake in the field P.I.'s, P.O.T.'s, P.C.'s and P.T.'s for the approved centerline alignment. 6. Establish benchmarks in locations that will not be distributed by construction and tie benchmark elevation to known USGS and FEMA reference mark. 7. Provide location of permanent project benchmarks and traverse points (description, coordinates, and elevations). Topographic mapping and profile the entire survey area. Provide topographic map plot at a scale of 1"=100', depicting surface features, legible text (leadered in if necessary) and 1 -foot contour lines indexed at even 5 -foot intervals. Show existing Right -of -Way on US 79, intersecting side streets identified above, and UPRR. Forward hard copy plots and digital files (digital files shall be in MicroStation SE -3D format on CD-ROM or DOS 1.44 MB, 3.5 -inch diskettes). Provide a separate MicroStation SE file that contains 3D breaklines, existing ground triangulation network and contours with elevations. Provide digital ASCII file (on CD-ROM or DOS 1.44 MB, 3.5- inch diskettes) and hard paper copy of all survey points in (point number, Northern, Eastern, elevation, description) format. 8. Cross-section 200' wide strip within defined survey limits. Cross-section US 79 roadway 500' in each direction from Centerline of Arterial A to ensure development of a detailed DTM to determine actual field conditions (US 79 cross- sections should include the UP Railroad line). 9. Obtain stationing on all side road and/or driveway pipes and offset distances from centerline of highway. Also, the type of surface, width of roadway or driveway, and skew to centerline shall be noted. Measure size, length and type of pipe. Obtain flow line elevations of existing culverts and ditches and center of driveway or roadway elevations. 10. Locate all mailboxes (single, double, etc.), signs including size, types, location and verbiage. Measure all guardrail and permanent erosion control measures. Collect the required miscellaneous information including: measurements of riprap, retaining walls, drainage culverts and structures and note types, sizes, and shapes, measure pier size and skew angle. 11 No Aerial Services are included under this scope of services. Geotechnical Investigations Conduct foundation studies including soil core drilling for the bridge structure to include the following: 1. Stake borings in the field utilizing tape and right angle measurements and perform utility clearance and provide traffic control. 2. In accordance with TxDOT Geotechnical guidelines, drill 2 borings at the bridge abutements. 3. Develop a geotechnical report recommending types of retaining walls and geotechnical parameters for wall designs and bridge foundation design and recommendations. 4. Develop Pavement Design using "The Flexible Pavement Design Manual for "Flexible Pavement" and the current AASHTO Guide for the Design of Pavement Structures, will be the governing references for this design. (Development of this section shall be in consultation with the TxDOT District Pavement Engineer.) 4.1 Drill 6 borings for use in pavement design. 4.2 Flexible pavement designs will be analyzed utilizing the FPS program, while rigid pavement designs will be analyzed utilizing the Darwin 3.01 program. All pavement design will be based on subgrade information developed by the ENGINEER and traffic loading conditions provided by the CITY. 4.3 A pavement design report to TxDOT standards will be produced for the design. 30% Complete Submittal Provide the CITY with paper copies of the following items. One copy reflecting the CITY'S comments will be returned to the ENGINEER. 1. Preliminary Horizontal and Vertical Geometrics 2. Preliminary Hydraulics Report 50% Complete Submittal Provide the CITY with paper copies of the following items. One copy reflecting the CITY'S comments will be returned to the ENGINEER. 1. Title Sheet (including standards) 2. Project Layout 3. Existing and Proposed Typical Sections 4. Preliminary Summary Sheets 5. Preliminary Traffic Control Plan 6. Alignment Data Sheets 7. Plan and Profile Sheets for all Alignments 8. Preliminary Intersection Layouts 9. Miscellaneous Roadway Details 10. Drainage Area Maps 11. Hydraulic Computations 12. Culvert Layouts (if necessary) 13. Storm Sewer Layouts (if necessary) 14. Utility Exhibits 15. Preliminary Signing Striping and Delineation Layouts 16. Preliminary North Transitions to Existing Pavement Details 17. Preliminary Erosion Control Layouts 18. Preliminary Pollution Prevention Plans 19. Design Cross-Sections 20. Preliminary Construction Costs and Schedule 21. All standard sheets requiring review and/or modification. 22. Proposed special provisions or special specifications requiring approval. 90% Complete Submittal Provide the CITY with paper copies of the following items. One copy reflecting the CITY'S comments will be returned to the ENGINEER. 1. Updated 50% Comments 2. Update Title Sheet 3. Project Layout 4. Final Existing and Proposed Typical Sections 5. Final Summary Sheets 6. Final Traffic Control Plan 7. Final Alignment Sheets 8. Final Plan and Profile Sheets 9. Final Intersection Layouts 10. Final Miscellaneous Roadway Details 11. Drainage Area Map 12. Hydraulic Computations 13. Final Culvert Layouts 14. Final Storm Sewer Layouts (if necessary) 15. Final Utility Exhibits 16. Final Signing, Striping and Delineation Layouts 17. Final North Transitions to Existing Pavement Details 18. Final Erosion Control Layouts 19. Final Pollution Prevention Plans 20. Final Design Cross -Sections 21. Update Construction Cost and Schedule 22. General Notes, Specifications, Special Provisions, Contract Time Determination, Other Supporting Paperwork 95% Complete Submittal Provide the CITY with paper copies of the following items. One copy reflecting the CITY'S comments will be returned to the ENGINEER. 1. Update 90% Comments 100% Complete Submittal Provide the CITY with paper copies of the following items. One copy reflecting the CITY'S comments will be returned to the ENGINEER. 1. Update 95% Comments TASK OUTLINE TASK ONE (ROADWAY DESIGN) A. Geometric Design 1. Produce roadway plan & profile sheets and supporting details for Arterial A Construction. 2. All geometric design shall be in conformance with the design guides and manuals. 3. Coordinate and conduct utility meeting with utility companies. B. Grading Design 1. The ENGINEER will establish a digital terrain and roadway geometry model using GEOPAK. 2. Design vertical profile to accommodate drainage, design speeds, intersections, driveways or any other clearance considerations. 3. Determine earthwork and paving quantity calculations with the GEOPAK roadway geometry model. C. Signing, Striping and Delineation 1. Produce pavement marking, delineator, object marker, and signing layout plan sheets. 2. Produce a summary of all pavement markings, object markers, signs and delineators. D. R.O.W. Acquisition 1. Refine ROW on Design Schematic and determine additional R.O.W. needs 2. Prepare parcel descriptions and layouts for the proposed ROW takings. TASK TWO (ROADWAY DRAINAGE) A. Hydrologic Studies, Discharges 1. Produce drainage area plan sheets showing drainage area and structure locations. 2. Determine discharge at structures. 3. Produce plan sheets including hydrologic computations. B. Hydraulic Studies, Structure Sizing 1. Perform and document hydraulic computations for the sizing of: a. Storm Sewer design as necessary. b. Drainage Culverts as necessary. c. Channels and Outfalls within the Right -of -Way or Easements. 2. Produce plan sheets including all hydraulic computations. C. Produce Drainage Details for all culverts and ditch grades. D. Produce summary of drainage structure quantities. TASK THREE (TRAFFIC CONTROL) A. Prepare Traffic Control Plan sheets and Sequence of Construction. TASK FOUR (EROSION CONTROL AND POLLUTION PREVENTION PLAN A. Prepare Erosion Control Plan sheets. B. Prepare Pollution Prevention Plan sheets. TASK FIVE (ENVIRONMENTAL) A. Conduct water evaluations of waters of the U.S., including wetlands, in all areas potentially affected. B. Provide "jurisdictional waters finding" if required. C. Prepare Section 404 or Section 9 Permit for the U.S. Army Corps of Engineers. TASK SIX (RAILWAY CROSSING PLANS) A. Integrate Railroad plans into PS&E. TASK SEVEN (BRIDGE DESIGN) A. Coordination with TxDOT. TASK EIGHT (BID DOCUMENT ASSEMBLY) A. Assemble all required CITY OF ROUND ROCK bidding paperwork. B. Develop bid tabulations. C. Develop an evaluation of all project bids. D. Recommend award or rejection of project bids. TASK NINE (PROJECT MANAGEMENT) A. Utility Coordination 1. Notify utility owners of the proposed project and identify and resolve utility conflicts. B. Texas Department of Transportation (TxDOT) Coordination a. Apply for required permits from TxDOT C. Project Administration 1. Preparation of project correspondence, progress reports, coordination with subconsultants, routine project record keeping and monthly invoices. D. Periodic Progress Reports TASK TEN (CONSTRUCTION PHASE SERVICES) NOT INCLUDED TASK ELEVEN (QUALITY CONTROL PLAN REVIEW) A. Provide QA/QC plan review. PLAN PREPARATION PROCEDURES 1. Title Sheet The ENGINEER shall be responsible for producing the title sheet as per the CITY OF ROUND ROCK. 2. Sequence of Construction/Traffic Control Plan Particular attention shall be given to location of construction signs and barricades, lane widths, protection of drop-offs, etc. As a reference, the Texas Department of Transportation's Manual on Uniform Traffic Control Devices will be used. The usual scale is 1 inch = 100 feet and/or 1 inch = 50 feet for special locations. A narrative of each sequence shall be included on the plan sheets. Staging of structural elements shall be considered. Provisions for drainage shall be considered, included and indicated during all stages of construction operations. 3. Summary Sheets Summary Sheets are required to indicate type, quantity and/or location of work for all applicable pay items. 4. Plan Profile Sheets The usual scale is 1 inch = 50 feet. The plan view shall include but not be limited to: Roadway Alignment; Pavement Markings; Edge of Pavement and ROW Break Points. The profile view shall include but not limited to: Design Profile Grade at centerline (Gradient & Vertical Curve Data); Existing Profile Grade Line at the centerline and at each; ROW line; Existing and Proposed Elevations; and Location and description of cross road culverts. 5. Storm Sewer Computation Sheets These sheets shall contain a summary of hydrologic and hydraulic calculations. 6. Storm Sewer Details CITY OF ROUND ROCK standard reproducible sheets or CADD files can be furnished to the ENGINEER for modification in case of special designs. 7. Miscellaneous Details Curb, Sidewalk, Driveways, etc. CITY standard reproducible sheets or CADD files can be furnished to the ENGINEER for modification in the case of special designs. 8. All Sheets Information shown on the drawings shall be prepared for reading all drawings from the standard viewpoint. All plan sheets are to be uniform in type, quality, and size. The sheets are to be 11 x 17 inches. Print border to 10 '/2 x 16 inches positioned '/4 inch from right and Y2 inch from top and bottom. Sheet sizes are to be accurate to within plus or minus 1/8 inch. All plan sheets shall be in ink or equivalent with lettering size, quality and density that will be legible when reproduced. SUPPORTING DOCUMENTS Opinion of Probable Construction Cost Construction Schedule Unit Price Documentation Standard Specifications List Special Specifications Special Provisions ADDENDUM TO EXHIBIT C Work Schedule The changes to the scope of this project are as follows: i __________ -- ... ' .� u 4 S i t..: . ..,..............................._...... { 9 ------------- ------------- 1 Jlr .w. ...........Ftp.....,...... {.' t tl , t -- : 1. ,7 ...... . .....-.......-............_ } i � 1 �a t � e 1 ,>� y ' ADDENDUM TO EXHIBIT D Fee Schedule The changes to the fee schedule for this project are as follows: Addendum to Exhibit Piled N.31n Mcrial A Ccnsuliaru. NOR Engineering. Int. PS&E Preparation from Joo Dimasanotl4+0Q1 South s to rox. 2500 trot to Sta 354D0 tttkzr5 for the Ctess ilcetIons Prcitct PrinC i PM r , . . inear Des E <nr En lr Ttai!r6 . $r. Design Technician CJap0 Teat- ic' Steno t G Total 1=1111111111. r ain(i (Pt i r3v Ds�S }n j ��G is zD. es`ignIIIIII3?� 9C 0 150 t>rrsnsg design 24 60 GO 0 100 Caordirr. TkOOT 0 Task iRu&sh t rair>sga) I i I 111 Dr raga rrgza map g a Ns Cmiat�k . „N 22 I3 ui ca - s Channel p 4 G' rg p ilOr-Pipe* 2 dU 40 in a 49t2 Pi yt i ttf -intakes ri 24 4 G 0 gb E o E 4 5 0 0 is t4 2 $ 4 Tn. sk i t'aat c Cty iral) Tra tlC t:rXtErgi a 24 t?tt 40 a0 €27 4s2 T $k 4 (Er o s C n1ro and Ptr xstitxr Prevention Plan) PdutiCrl Pfti'lunt d4 P t 0 t0 3C 0IN 49 Ero* on CCntrd Plan 0 1111111 1a0. 2t} 0 47 Task 5 (Enver) unpnf 3i} n xs.iudeti 11111111111111 IIIIIM® 1111122:3211rn�; 0 r711111111 0 Tssk 0 {Rai ree:t f Piensj Incortxn ate 1I31acuaci P r IIIIIIIIIIIIIIIIIIII 0 is IIII Task 7 (Re1.* s'a-t i3ess�esj ei„Walt d Geometry t 64 111211111231111111311111 1 4 4 l Fiftrtirxa 1'YaiYJe3gs a +ht>alrnni11113111111311111111 Tis 5 Dar�rti i 5 OmblYi . - 24 24 tt34 _. Teras 9 (Ptoiet ant} Pru)od tdana0emenr 0 0 0 40 198 Meetings 0 80 Ott 1 a 0 o 150 St ticorrsultardeta nmoment le Taek 1d (Consiructort Phase Services) Not inducted Constructic+n Phase Ser. 4t n0i chid 1113111 0 0 0 t) Task 11 {t lrte9ty C.ordatrkAssur ) 'IIIEIIIIIMIII 82 422 574 A 408 0 510 492 4 110 2578 Total Hours and Sheets Manhour Summary uJ 0 Addendum 0 428 700 NEM 88 co cinCO u47 cv 8 co c V:m to 0 0 04 cv w 0 . . 0 . 0 t ,,,to ua 0 0 o e ca - 232 120 al,03 65 I - cc In 0 w L Q Engineer in Training eq rw - r 49 N I SV Cb N Q CS E Z Design Engineer co 1+'. ' 4 to ..- sty 0,4 T r..• t? � Total Hours I 62 422 574 2 Ili 1 d0 0 48 Q c to 'et` O 0 CV tt CCs 0 24` Tasks Task 1 (Roadway Design) Task 2 (Roadway Drainage) Task 3 (Traffic Control) Task 4 (Erosion Control and Pollution Prevention Pian) (� 0 c e 1I 10 A al X11161.01 , Task 6 (Railroad Crossing Design) Task 7 (Retaining Wall Design) Task 8 (BidDocument Assembly) Task 9 (Project Management) Task 10 (Constniction Phase Services) ca L G7 m 0 0.J T W 1 Addendum to Exhibit D - Fee Summary Project Name: Arterial A Consultant: HDR Engineering, Inc. Cost Component, Hours Total Hours Project Principal 62 Project Manager/Senior Engineer. 422 Design Engineer 574 Engineer -in -Training 408 Sr. Design Technician 510 CADD Technician 492 Clerical/Steno 110 Total Hours 2578 Cost Component, Dollars Rate Project Principal $246 $15,277 Project Manager/Senior Engineer. $200 $84,484 Design Engineer $145 $83,092 Engineer -in -Training $95 $38,956 Sr. Design Technician $114 $58,120 CADD Technician $83 $40,915 Clerical/Steno $62 $6,776 Labor Dollars $327,620 TOTAL EXPENSES VW 10% markup $22.077 Project Lump Sum Fee Summary Direct Labor Indirect Costs Direct Costs Profit ©12% Design Survey R.O.W. Acquisition Document Prep. & Survey GEOTECH TOTAL LUMP SUIVI FEE $106,370 $186,148 $22,077 $35,102 $11,150 $0 $17,990 78,836 I This Project Arterial "A" ROUNDROCKiEXAS PMPOSE.MSSION.PMYOIffY. DATE: May 18, 2006 SUBJECT: City Council Meeting - May 25, 2006 ITEM: 11.E.2. Consider a resolution authorizing the Mayor to execute Supplemental Contract No. 1 to the Contract for Engineering Services with HDR Engineering, Inc. for the Arterial A, US 79 to Chandler Creek Project. Department: Transportation Services Staff Person: Thomas G. Martin, P.E., Director Justification: This supplemental contract will provide for continuing engineering services for Arterial A that includes preparation of Plans, Specifications & Estimates, finalization of alternatives and recommendations regarding the Union Pacific Railroad bridge, finalize coordinating the findings with US 79 bridge project, and providing required geotechnical work. Funding Cost: $378,836.00 Source of funds: 4B - Round Rock Transportation Development Corporation Outside Resources: HDR Engineering, Inc. Background Information: HDR Engineering, Inc., has been the design engineer for the Arterial A project since its inception. Their continued efforts to provide a resolution of the project will provide consistent project knowledge and coordination with already familiar entities. Public Comment: N/A EXECUTED DOCUMENT FOLLOWS STATE OF TEXAS COUNTY OF WILLIAMSON SUPPLEMENTAL CONTRACT NO. 1 TO CONTRACT FOR ENGINEERING SERVICES FIRM: HDR Engineering, Inc. ("Engineer") ADDRESS: 2211 South IH 35 Suite 300, Austin, TX 78741 PROJECT: Arterial A This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between the City of Round Rock, Texas, hereinafter called the "City" and HDR Engineering, Inc., hereinafter called the "Engineer". WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter called the "Contract", on the 14th day of April, 2005 for Arterial A; and WHEREAS, it has become necessary to amend the Contract to modify the provisions for the scope of services and to increase the compensation; and NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract is amended as follows: I. Article 2, Engineering Services and Exhibit B, Engineering Services shall be amended as set forth in the attached Addendum To Exhibit B. Exhibit C, Work Schedule shall be amended as set forth in the attached Addendum To Exhibit C. II. Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by $378,836.00 the lump sum amount payable under the Contract for a total of $420,116.13, as shown by the attached Addendum to Exhibit D. IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental Contract in duplicate. Supplemental Contract Hdr-arteriala; tx02arta; 94758 R•o(o-o5•a5•IIE2 Rev.03/02/04 84275 HDR ENGINEERING INC. By: /c.. . Gam; / Se. ✓cc' P,e.,awr 5 -13 - Date 3 - Date CITY OF R I i 1�i�� By:/�� Ny • ' we , ayor 5-.16-060 Date Supplemental Contract Hdr-arteriala; tx02arta; 94758 2 AP . OVED AS TO FORM: n L. Sheets, City Attorney '• Steph Rev.03/02/04 84275 Addendum to Exhibit B The work to be performed by the ENGINEER under this contract shall consist of providing engineering services for drainage, roadway and bridge design and preparation of 1 (one) set of Plans, Specifications, and Estimates (PS&E) for the construction of Arterial A. The PS&E will provide details for the construction based on the approved schematic. Limits of the construction will include appropriate transitions and geometry (vertical and horizontal) where required to connect the existing pavement sections to the proposed construction. The roadway will be designed as an urban arterial section with provisions for a sidewalk section along both sides. The ENGINEER will employ a computer graphics system that will provide MicroStation format graphic files compatible with the current version of MicroStation software used by the CITY OF ROUND ROCK. All coordinate geometry will be based on and tied into the State's coordinate system. The ENGINEER shall collect, review, and evaluate the available existing data pertaining to the above project and prepare the PS&E in accordance with the requirements and policies of the CITY OF ROUND ROCK. The ENGINEER shall coordinate as required with the Texas Department of Transportation in regards to the intersection of US 79 and will submit the applicable permit required from the Texas Department of Transportation (TxDOT). It is assumed that the permitting process will be standard and straightforward. If there are, additional requirements imposed by TxDOT undiscovered through the coordination process, services to comply with TxDOT criteria would require an additional scope and budget under a supplemental agreement. The ENGINEER shall furnish a notice of construction to the utility companies with a project layout in order for the utility companies to identify and annotate their utilities on the above layout. The ENGINEER shall design the roadway features to avoid conflicts or minimize major relocation of utilities. The ENGINEER shall submit plan sheets with a list of utilities to be adjusted to the CITY OF ROUND ROCK as shown on the project schedule. The ENGINEER shall conduct a utility meeting of all utility owners within the project limits prior to the 50% submittal or, as approved by the CITY OF ROUND ROCK's project manager. The ENGINEER will conduct evaluations of waters of the U.S., including wetlands, in all areas potentially affected by the proposed project, and a "jurisdictional waters finding" will be provided if necessary. As part of the environmental phase of the project, the ENGINEER will prepare a Section 404 or Section 9 permit for the U.S. Army Corps of ENGINEER and/or the U.S. Coast Guard. Any Section 404 permitting that requires direct coordination with the U.S. Army Corps of Engineers will require an additional scope and budget under a supplemental agreement. Services for the development of a Mitigation Plan are not covered under this scope of services and would require an additional scope and budget under a supplemental agreement. The ENGINEER will prepare a detailed contract time estimate work sheet to determine the approximate time (working days), based on the CITY OF ROUND ROCK standard definition of a working day. The CITY OF ROUND ROCK will be the principal contact for public/private inquires regarding the project. Contract Constraints and Conditions The project will be developed in English units. The ENGINEER will be required to meet with the designated CITY OF ROUND ROCK representatives eight times to report on progress. PS&E shall be prepared in accordance with the applicable requirements of the CITY OF ROUND ROCK Specifications, Standards, and manuals (updated for revisions). Whenever possible, the CITY'S standard drawings, standard specifications, or previously approved special provisions and/or special specifications will be used. If a special provision and/or special specification must be developed for this project, it shall be in a format acceptable to the CITY and, to the extent possible, incorporate references to approved test procedures. All design exceptions to CITY OF ROUND ROCK standards shall be requested in writing, by the ENGINEER, for CITY OF ROUND ROCK approval. The proposed ROW plan as currently shown on the design schematic will be finalized and a determination for the need of additional ROW will be made. ROW mapping will be handled under this contract. The engineering work on this project will be performed and may be inspected by the CITY OF ROUND ROCK in the offices of the ENGINEER, except for the fieldwork, which shall be performed on-site. The ENGINEER will review the schedule and prepare monthly progress reports for review by the CITY OF ROUND ROCK. Invoices for all work completed during the period will be submitted monthly for the ENGINEER and all sub -consultants. Monthly progress reports will include: • Actual activities performed during the reporting period • Anticipated activities planned for the next period Deliverables • Monthly Progress Reports (one [1] printed copy with invoice). • Monthly invoices including tabulation of percentage complete by task. Deliverables Required of the Engineer The ENGINEER will be required to provide the following deliverable items: 1. Reproducible white bond paper final set of plan sheets (size 11" X 17") as required by the CITY OF ROUND ROCK. 2. A hard copy of estimate, general notes, and specifications; and an electronic copy of the project estimate. All opinion of project cost will be generated in CITY OF ROUND ROCK cost format (provided by the CITY). 3. Copies of plan sheets as required for review of project details. 4. All MicroStation graphics files on compatible archive media used in developing the PS&E and all Geopak .gpk files for vertical alignment and design cross sections. HDR will provide a CD containing the Final submittals. a. The CADD files which comprise the geometry model. b. All GEOPAK project files. (1) Include a brief description of each file. (2) Include an explanation of chain and profiles with the names and locations. Also need legend showing line weight, style, color, and levels and the color tables that were used during design. 1. GEOPAK .gpk and .prj files. 2. Design cross-section file (showing existing and design cross-sections) 3. Earthwork output file 4. List of chains 5. Original and final cross section output in ASCII format, or plotted on plan sheets, or work roll for construction contractor's information. 6. Provide hydraulic report including a drainage area map, hydrologic and hydraulic calculations for all bridges, culverts and/or street drainage systems. 7. Provide the CITY OF ROUND ROCK with an electronic version of project General Notes. All general notes, standard specifications, special specifications and special provisions will be created using MS Word (CITY OF ROUND ROCK templates). 8. CITY OF ROUND ROCK review submittals will be as outlined in the roadway and bridge design tasks. After CITY OF ROUND ROCK's review of the 100% submittal is complete and ENGINEER is notified of findings, the ENGINEER will be required to correct and/or clarify matters noted during the review process and submit corrected PS&E back to CITY OF ROUND ROCK. The corrected PS&E shall be provided on 11"X 17" paper copies. The corrected PS&E shall also be provided in a digital format once final revisions have been made for use by the CITY OF ROUND ROCK only. Document Media Size No. of Copies Review Submittal Final Submittal Hydraulic Report 8.5" X 11" 2 2 PS&E 11" X 17" 2 2 Engineering services shall also include the task more specifically described in the TASK OUTLINE. *Deliverables Dates Design Survey 42//4./O(o x/16/06 30% Submittal of PS&E 8/9/06 50% Submittal of PS&E 11/1/06 90% Submittal of PS&E 2/7/07 95% Submittal of PS&E 5/2/07 100% Submittal of PS&E 6/1/07 *Schedule includes 15 calendar days for review of submittals PS&E DEVELOPMENT Design Survey 1. Place the location of existing utilities on the survey. Provide a list of utilities as marked by utility owners. Coordinate with utilities located from previous survey. 2. Locate marked existing underground facilities horizontally within the limits of the survey. Vertically locate utility lines that are readily accessible at manholes, valve covers, etc. Survey requiring excavation to expose utility lines is not part of this scope of services and would require a supplemental agreement. 3. Obtain right of entry to properties with assistance from City of Round Rock. 4. All coordinate geometry will be based on and tied into the State's, USGS, and FEMA coordinate system. 5. Field surveys shall be required for the establishment of a horizontal base line and benchmark circuit for the project, horizontal and vertical ties of critical existing facilities and features, including all features influencing existing streets and driveways, and of the existing right-of-way lines. The Surveyor will stake in the field P.I.'s, P.O.T.'s, P.C.'s and P.T.'s for the approved centerline alignment. 6. Establish benchmarks in locations that will not be distributed by construction and tie benchmark elevation to known USGS and FEMA reference mark. 7. Provide location of permanent project benchmarks and traverse points (description, coordinates, and elevations). Topographic mapping and profile the entire survey area. Provide topographic map plot at a scale of 1"=100', depicting surface features, legible text (leadered in if necessary) and 1 -foot contour lines indexed at even 5 -foot intervals. Show existing Right -of -Way on US 79, intersecting side streets identified above, and UPRR. Forward hard copy plots and digital files (digital files shall be in MicroStation SE -3D format on CD-ROM or DOS 1.44 MB, 3.5 -inch diskettes). Provide a separate MicroStation SE file that contains 3D breaklines, existing ground triangulation network and contours with elevations. Provide digital ASCII file (on CD-ROM or DOS 1.44 MB, 3.5- inch diskettes) and hard paper copy of all survey points in (point number, Northern, Eastern, elevation, description) format. 8. Cross-section 200' wide strip within defined survey limits. Cross-section US 79 roadway 500' in each direction from Centerline of Arterial A to ensure development of a detailed DTM to determine actual field conditions (US 79 cross- sections should include the UP Railroad line). 9. Obtain stationing on all side road and/or driveway pipes and offset distances from centerline of highway. Also, the type of surface, width of roadway or driveway, and skew to centerline shall be noted. Measure size, length and type of pipe. Obtain flow line elevations of existing culverts and ditches and center of driveway or roadway elevations. 10. Locate all mailboxes (single, double, etc.), signs including size, types, location and verbiage. Measure all guardrail and permanent erosion control measures. Collect the required miscellaneous information including: measurements of riprap, retaining walls, drainage culverts and structures and note types, sizes, and shapes, measure pier size and skew angle. 11. No Aerial Services are included under this scope of services. Geotechnical Investigations Conduct foundation studies including soil core drilling for the bridge structure to include the following: 1. Stake borings in the field utilizing tape and right angle measurements and perform utility clearance and provide traffic control. 2. In accordance with TxDOT Geotechnical guidelines, drill 2 borings at the bridge abutements. 3. Develop a geotechnical report recommending types of retaining walls and geotechnical parameters for wall designs and bridge foundation design and recommendations. 4. Develop Pavement Design using "The Flexible Pavement Design Manual for "Flexible Pavement" and the current AASHTO Guide for the Design of Pavement Structures, will be the governing references for this design. (Development of this section shall be in consultation with the TxDOT District Pavement Engineer.) 4.1 Drill 6 borings for use in pavement design. 4.2 Flexible pavement designs will be analyzed utilizing the FPS program, while rigid pavement designs will be analyzed utilizing the Darwin 3.01 program. All pavement design will be based on subgrade information developed by the ENGINEER and traffic loading conditions provided by the CITY. 4.3 A pavement design report to TxDOT standards will be produced for the design. 30% Complete Submittal Provide the CITY with paper copies of the following items. One copy reflecting the CITY'S comments will be returned to the ENGINEER. 1. Preliminary Horizontal and Vertical Geometrics 2. Preliminary Hydraulics Report 50% Complete Submittal Provide the CITY with paper copies of the following items. One copy reflecting the CITY'S comments will be returned to the ENGINEER. 1. Title Sheet (including standards) 2. Project Layout 3. Existing and Proposed Typical Sections 4. Preliminary Summary Sheets 5. Preliminary Traffic Control Plan 6. Alignment Data Sheets 7. Plan and Profile Sheets for all Alignments 8. Preliminary Intersection Layouts 9. Miscellaneous Roadway Details 10. Drainage Area Maps 11. Hydraulic Computations 12. Culvert Layouts (if necessary) 13. Storm Sewer Layouts (if necessary) 14. Utility Exhibits 15. Preliminary Signing Striping and Delineation Layouts 16. Preliminary North Transitions to Existing Pavement Details 17. Preliminary Erosion Control Layouts 18. Preliminary Pollution Prevention Plans 19. Design Cross -Sections 20. Preliminary Construction Costs and Schedule 21. All standard sheets requiring review and/or modification. 22. Proposed special provisions or special specifications requiring approval. 90% Complete Submittal Provide the CITY with paper copies of the following items. One copy reflecting the CITY'S comments will be returned to the ENGINEER. 1. Updated 50% Comments 2. Update Title Sheet 3. Project Layout 4. Final Existing and Proposed Typical Sections 5. Final Summary Sheets 6. Final Traffic Control Plan 7. Final Alignment Sheets 8. Final Plan and Profile Sheets 9. Final Intersection Layouts 10. Final Miscellaneous Roadway Details 11. Drainage Area Map 12. Hydraulic Computations 13. Final Culvert Layouts 14. Final Storm Sewer Layouts (if necessary) 15. Final Utility Exhibits 16. Final Signing, Striping and Delineation Layouts 17. Final North Transitions to Existing Pavement Details 18. Final Erosion Control Layouts 19. Final Pollution Prevention Plans 20. Final Design Cross -Sections 21. Update Construction Cost and Schedule 22. General Notes, Specifications, Special Provisions, Contract Time Determination, Other Supporting Paperwork 95% Complete Submittal Provide the CITY with paper copies of the following items. One copy reflecting the CITY'S comments will be returned to the ENGINEER. 1. Update 90% Comments 100% Complete Submittal Provide the CITY with paper copies of the following items. One copy reflecting the CITY'S comments will be returned to the ENGINEER. 1. Update 95% Comments TASK OUTLINE TASK ONE (ROADWAY DESIGN) A. Geometric Design 1. Produce roadway plan & profile sheets and supporting details for Arterial A Construction. 2. All geometric design shall be in conformance with the design guides and manuals. 3. Coordinate and conduct utility meeting with utility companies. B. Grading Design 1. The ENGINEER will establish a digital terrain and roadway geometry model using GEOPAK. 2. Design vertical profile to accommodate drainage, design speeds, intersections, driveways or any other clearance considerations. 3. Determine earthwork and paving quantity calculations with the GEOPAK roadway geometry model. C. Signing, Striping and Delineation 1. Produce pavement marking, delineator, object marker, and signing layout plan sheets. 2. Produce a summary of all pavement markings, object markers, signs and delineators. D. R.O.W. Acquisition 1. Refine ROW on Design Schematic and determine additional R.O.W. needs 2. Prepare parcel descriptions and layouts for the proposed ROW takings. TASK TWO (ROADWAY DRAINAGE) A. Hydrologic Studies, Discharges 1. Produce drainage area plan sheets showing drainage area and structure locations. 2. Determine discharge at structures. 3. Produce plan sheets including hydrologic computations. B. Hydraulic Studies, Structure Sizing 1. Perform and document hydraulic computations for the sizing of: a. Storm Sewer design as necessary. b. Drainage Culverts as necessary. c. Channels and Outfalls within the Right -of -Way or Easements. 2. Produce plan sheets including all hydraulic computations. C. Produce Drainage Details for all culverts and ditch grades. D. Produce summary of drainage structure quantities. TASK THREE (TRAFFIC CONTROL) A. Prepare Traffic Control Plan sheets and Sequence of Construction. TASK FOUR (EROSION CONTROL AND POLLUTION PREVENTION PLAN A. Prepare Erosion Control Plan sheets. B. Prepare Pollution Prevention Plan sheets. TASK FIVE (ENVIRONMENTAL) A. Conduct water evaluations of waters of the U.S., including potentially affected. B. Provide "jurisdictional waters finding" if required. C. Prepare Section 404 or Section 9 Permit for the U.S. Army TASK SIX (RAILWAY CROSSING PLANS) A. Integrate Railroad plans into PS&E. TASK SEVEN (BRIDGE DESIGN) A. Coordination with TxDOT. TASK EIGHT (BID DOCUMENT ASSEMBLY) wetlands, in all areas Corps of Engineers. A. Assemble all required CITY OF ROUND ROCK bidding paperwork. B. Develop bid tabulations. C. Develop an evaluation of all project bids. D. Recommend award or rejection of project bids. TASK NINE (PROJECT MANAGEMENT) A. Utility Coordination 1. Notify utility owners of the proposed project and identify and resolve utility conflicts. B. Texas Department of Transportation (TxDOT) Coordination a. Apply for required permits from TxDOT C. Project Administration 1. Preparation of project correspondence, progress reports, coordination with subconsultants, routine project record keeping and monthly invoices. D. Periodic Progress Reports TASK TEN (CONSTRUCTION PHASE SERVICES) NOT INCLUDED TASK ELEVEN (QUALITY CONTROL PLAN REVIEW) A. Provide QA/QC plan review. PLAN PREPARATION PROCEDURES 1. Title Sheet The ENGINEER shall be responsible for producing the title sheet as per the CITY OF ROUND ROCK. 2. Sequence of Construction/Traffic Control Plan Particular attention shall be given to location of construction signs and barricades, lane widths, protection of drop-offs, etc. As a reference, the Texas Department of Transportation's Manual on Uniform Traffic Control Devices will be used. The usual scale is 1 inch = 100 feet and/or 1 inch = 50 feet for special locations. A narrative of each sequence shall be included on the plan sheets. Staging of structural elements shall be considered. Provisions for drainage shall be considered, included and indicated during all stages of construction operations. 3. Summary Sheets Summary Sheets are required to indicate type, quantity and/or location of work for all applicable pay items. 4. Plan Profile Sheets The usual scale is 1 inch = 50 feet. The plan view shall include but not be limited to: Roadway Alignment; Pavement Markings; Edge of Pavement and ROW Break Points. The profile view shall include but not limited to: Design Profile Grade at centerline (Gradient & Vertical Curve Data); Existing Profile Grade Line at the centerline and at each; ROW line; Existing and Proposed Elevations; and Location and description of cross road culverts. 5. Storm Sewer Computation Sheets These sheets shall contain a summary of hydrologic and hydraulic calculations. 6. Storm Sewer Details CITY OF ROUND ROCK standard reproducible sheets or CADD files can be furnished to the ENGINEER for modification in case of special designs. 7. Miscellaneous Details Curb, Sidewalk, Driveways, etc. CITY standard reproducible sheets or CADD files can be furnished to the ENGINEER for modification in the case of special designs. 8. All Sheets Information shown on the drawings shall be prepared for reading all drawings from the standard viewpoint. All plan sheets are to be uniform in type, quality, and size. The sheets are to be 11 x 17 inches. Print border to 10 '/2 x 16 inches positioned 1/4 inch from right and Y2 inch from top and bottom. Sheet sizes are to be accurate to within plus or minus 1/8 inch. All plan sheets shall be in ink or equivalent with lettering size, quality and density that will be legible when reproduced. SUPPORTING DOCUMENTS Opinion of Probable Construction Cost Construction Schedule Unit Price Documentation Standard Specifications List Special Specifications Special Provisions ADDENDUM TO EXHIBIT C Work Schedule The changes to the scope of this project are as follows: 8 $ } :... a i a 0 _ 0 3 e .. . .... . ..... ... 1 .......„. ...... ........ `s .......... ” . .. .... v. n S _ . . I ,..,. a d ' a d" a. a RN fl yb a a. i. M A ADDENDUM TO EXHIBIT D Fee Schedule The changes to the fee schedule for this project are as follows: Addendum to Exhibit 0 Project Notme Artsrlal A Cannata* NPR Engtr PS &E' horn Joe Dhnapylot1M 001 South approx 2506 noel so eta 35400 Hours fore. Ctassleoadons Total Pt PM / Senior Engineer Design Engineer Engineer In Training Sr. Design Technician GADD Technician ' Steno/ Ciencol ta.^k 1 (Ruai42y Dv&gn) Cseorletric Design li 8 3t $r Yt C 1811 G*a�" rrtl 3e±ipn 8 24 60 GO 8 0 160 Coordinate TxOOT 8 24 24 0 24 p 0 ft0 Task 2 (Roa I.v ry arainega) map 0 2 0 11 0 4 It 20 4+ a 2 lS 12 o p n 22 t IyorauCpcs - C1 en Ctrtannel 0 4 0 0 0 0 0 0 Hyilrav>xx - Pipes 2 24 80 40 136 2013 t+ 440 HydrtvGcs - intakes 0 0 24 40 0 24 0 06 Hyde c -ECP 0 2 4 6 0 0 C 14 Rg4xnt 2 6 6 p 4 12 58 Task 1 (7 afCc Coned) Trr11l0 Control 4 24 80 40 80 120 4 33.'' T .k 4 (Ems:ny,. f: i*c4 &+tr2 Pu Ivtivn Prevention Nen) Pik rr Pru'xrntzm r a+ tt 4 2 i • t 3p 0 48 Entsinn CGtltrvt Peon 0 4 2 10 20 0 4 40 Task 5 (Enutta rpt zx»tuded En it c.md+tai cluded 0 tit 3 0 0 0 C 0 To 6 {Ri r cit Cio inl} Plans) le l 2 5 12 24 0 t 182 Task 7 (Retaining wall Desagn) Prem' U 1. .d Cset«tte4t 2 `& 24 0 32 16 0 +DO I 2e ming ltVail re 2 24 92 64 +i8 24 {l 194 Task 8 (etc Doc nuc d h9e y? 181d moments tC 24 24 24 0 0 24 104 Task 9 (Prolan raj Prerect Manel 8 80 40 0 0 0 40 168 h1€aolinOs 0 80 B0 i? p (1 0 160` Si nccx„ugant Mana(ye nerd 0 24 24 0 0 0 18 64 Tank iii ( c8on PiiitR+Pt.�irtni+cea} Crnrslitsctl ass Ptrasa Ssrnost rrpt ndud 0 0 0 0 0 0 ri 0 Task 11 (Gh+SHIy Cordtt3YAssuranne) 24 4a 0 0 45 0 166 Total Hours sod Sheets 62 422 574 408 510 492 110 2575 Addendum to Exhibit D - Manhour Summary I 428 I o 0 r- I 332 I 66 c:D c% r•I 0 r, I 03 1%. 114 17 'Cr 0 0 0 0 1 0 C CO 8 -5 - rl c•I cs; "'" 000 ..o. 0 0 .v• Sr, Design Technician Z ..- ° 0 0 F 80 o c )r the Classil Engineer in Training 00 0 0 co t .0 tu a c LU 11 10 c 2 w 0,. Project Principal co 43* ‘t 00111010 0 Je al I" Task 1 (Roadway Design) Task 2 (Roadway Drainage) [Task 3 (Traffic Control) Task 4 (Erosion Control and Pollution Prevention Plan) rash 5 (Environmental) /Task 6 (Railroad Crossing Design) c CI ..... 'a o) c _ c .21 Ce & ...... -tic 'Task 8 (Bid Document Assembly) [Task 9 (Project Management) 'Task 10 (Construction Phase Services) ,-.. .... ..... c o 0 ,47 tc a ....- — ,-- .3e 1- !Total Hours Addendum to Exhibit D - Fee Summary Project Name: Arterial A __ _ .........0 �................-...,-... Consultant: HDR Engineering, Inc. Cost Component, Hours Project Principal Project Manager/Senior Engineer. Design Engineer Engineer -in -Training Sr. Design Technician CADD Technician Clerical/Steno Total Hours Total Hours 62 422 574 408 510 492 110 2578 Cost Component, Dollars Rate Project Principal $246 $15,277 Project Manager/Senior Engineer. $200 $84,484 Design Engineer $145 $83,092 Engineer -in -Training $95 $38,956 Sr. Design Technician $114 $58,120 CADD Technician $83 $40,915 Clerical/Steno $62 $6,776 Labor Dollars $327,620 TOTAL EXPENSES WI 10% markup $22,077 Project Lump Sum Fee Summary Direct Labor $106,370 Indirect Costs $186,148 Direct Costs $22,077 Profit ©12% $35,102 Design Survey $11,150 R.O.W. Acquisition Document Prep. Survey $0 GEOTECH $17,990 TOTAL LUMP SUM FEE