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R2008-120 2008-08-25RESOLUTION NO. R2008-120 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AUTHORIZING A CONTRACT FOR ENGINEERING DESIGN SERVICES ASSOCIATED WITH THE BAILEY ROAD PROJECT (FM1128 TO VETERANS). BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That certain contract for engineering design services associated with the Bailey Road Project, a copy of which is attached hereto as Exhibit "A" and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest a contract for engineering design services associated with the Bailey Road Project. PASSED, APPROVED and ADOPTED this the 25` day of t A.D., 2008. �oYi-✓ � TOM REID MAYOR ATTEST: � . ' f / �.,i ��i ,��.. ,,,. q� �• / - rA �� - �I� .�_ , r �� •- �� • •� �a.._..-. l`l. �-�--� DARRIN M. COKER CITY ATTORNEY Exhibit "A" Resolution No. R2008-120 CONTRACT FOR PROFESSIONAL SERVICES THIS CONTRACT is entered into on August 25, , 2008 by and between the City of Pearland ("CITY") and Wilbur Smith Associates, Ina (WSA) ("CONSULTANT"). The CITY engages the CONSULTANT to perform Engineering Services for the Bailey Road Extension from Veterans Drive to FM1128 (Project #T08002). SECTION I- SERVICES OF THE CONSULTANT The CONSULTANT shall perform the following professional services to CITY standards and in accordance with the degree of care and skill that a professional in Texas would exercise under the same or similar circumstances: A. The CONSULTANT shall provide Engineering Design Services for the Bailey Road Extension from Veterans Drive to FM1128. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost of the PROJECT. B. The CONSULTANT acknowledges that the CITY (through its employee har�dbook) considers the following to be misconduct that is grounds for termination of a CITY employee: Any fraud, forgery, misappropriation of funds, receiving payment for services not performed or for hours not worked, mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the CITY. The CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY employee to engage in such misconduct. C. The CONSULTANT shall submit all final construction documents in both hard copy and electronic format. Plans shall be AutoCAD compatible and all other documents shall be Microsoft Office compatible. The software version used shall be compatible to current CITY standards. Other support documents, for example, structural calculations, drainage reports and geotechnical reports, shall be submitted in hard copy only. All Record Drawings electronic files shall be submitted to the CITY in TIF format. D. The CONSULTANT recognizes that all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT shall be delivered to the CITY upon request, shal] become subject to the Open Records Laws ofthis State. E. The CONSULTANT shall procure and maintain for the duration of this Agreement, insurance against claims for injuries to persons, damages to property, or any errors and omissions relating to the performance of any work by the CONSULTANT, its agents, employees or subcontractors under this Agreement, as follows: (1) Workers' Compensation as required by law. (2) Professional Liability Insurance in an amount not less than $1,000,000 in the aggregate. (3) Comprehensive General Liability and Property Damage Insurance with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for each occurrence of damage to or destruction of property. (4) Comprehensive Automobile and Truck Liability Insurance covering owned, hired, and non-owned vehicles, with minimum limits of $1,000,000 for injury or death of any one person, $1,000,000 for each occurrence, and $1,000,000 for property damage. The CONSULTANT shall include the CITY as an additional insured under the policies, with the exception of the Professional Liability Insurance and Workers' Compensation. Certificates of Insurance and endorsements shall be furnished to the CITY before work commences. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled, and/or reduced in coverage or in limits ("Change in Coverage") except with prior written consent of the CITY and only after the CITY has been provided with written notice of such Change in Coverage, such notice to be sent to the CITY either by hand delivery to the City Manager or by certified mail, return receipt requested, and received by the City no fewer than thirty (30) days prior to the effective date of such Change in Coverage. Prior to commencing services under this CONTRACT, CONSULTANT shall furnish CITY with Certificates of Insurance, or formal endorsements as required by this CONTRACT, issued by CONSULTANT'S insurer(s), as evidence that policies providing the required coverage, conditions, and limits required by this CONTRACT are in full force and effect. F. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and employees, harmless from any claim, ]oss, damage, suit, and liability of every kind for which CONSULTANT is legally liable, including all expenses of litigation, court costs, and attorney's fees, for injury to or death of any person, for damage to any property, or errors in design, any of which are caused by the negligent act or omission of the CONSULTANT, his officers, employees, agents, or subcontractors under this CONTRACT. G. All parties intend that the CONSULTANT, in performing services pursuant to this CONTRACT, shall act as an independent contractor and shall have control of its own work and the manner in which it is performed. The CONSULTANT is not to be considered an agent or employee of the CITY. -2- SECTION II - PERIOD OF SERVICE This CONTRACT will be binding upon execution and end in 36 months. SECTION III - CONSULTANT'S COMPENSATION A. The method of payment for this CONTRACT is Not to Exceed. Total compensation for the services performed shali be a lump sum fee (for all services except for construction phase) in the amount of $1,580,118.00. Construction Phase services wilt be provided on an hourly not to exceed basis in the amount of $130,228.00. Total compensation is a not to exceed amount of $1,710,346.00. B. The CITY shall pay the CONSULTANT in installments based upon monthly progress reports and detailed invoices submitted by the CONSULTANT C. The CITY shall make payments to the CONSULTANT within thirty (30) days after receipt and approval of a detailed invoice. Invoices shall be submitted on a monthly basis. SECTION IV - THE CITY'S RESPONSIBILITIES A. The CITY shall designate a project manager during the term of this CONTRACT. The project manager has the authority to administer this CONTRACT and shall monitor compliance with all terms and conditions stated herein. All requests for information from or a decision by the CITY on any aspect of the work shall be directed to the project manager. B. The CITY shall review submittals by the CONSULTANT and provide prompt response to questions and rendering of decisions pertaining thereto, to minimize delay in the progress of the CONSULTANT'S work. The CITY will keep the CONSULTANT advised concerning the progress of the CITY'S review of the work. The CONSULTANT agrees that the CITY'S inspection, review, acceptance or approval of CONSULTANT'S work shall not relieve CONSULTANT'S responsibility for errors or omissions of the CONSULTANT or its sub-consultant(s) or in any way affect the CONSULTANT'S status as an independent contractor of the CITY. SECTION V - TERMINATION A. The CITY, at its sole discretion, may terminate this CONTRACT for any reason - - with or without cause -- by delivering written notice to CONSULTANT personally or by certified mail at Wilbur Smith Associates, 9800 Richmond Avenue, Suite 400, Houston, Texas 77042. Immediately after receiving such written notice, the CONSULTANT shall discontinue providing the services under this CONTRACT. -3- B. If this CONTRACT is terminated, CONSULTANT shal] deliver to the CITY all drawings, special provisions, field survey notes, reports, estimates and any and all other documents or work product generated by the CONSULTANT under the CONTRACT, entirely or partially completed, together with all unused materials supplied by the CITY on or before the 15` day following termination of the CONTRACT. C. In the event of such termination, the CONSULTANT shall be paid for services performed prior to receipt of the written notice of termination. The CITY shall make final payment within sixty (60) days after the CONSULTANT has delivered to the CITY a detailed invoice for services rendered and the documents or work product generated by the CONSULTANT under the CONTRACT. D. If the remuneration scheduled under this contract is based upon a lump sum fee or definitely ascertainable sum, the portion of such sum payable shail be proportionate to the percentage of services completed by the CONSULTANT based upon the scope of work. E. In the event this CONTRACT is terminated, the CITY shall have the option of completing the work, or entering into a CONTRACT with another party for the completion of the work. F. If thz CITY terniinates this CONTRACT for cause and/or if thc CONTRACTOR breaches any provision of this CONTRACT, then the CITY shall have all rights and remedies in law and/or equity against CONSULTANT. Venue for any action or dispute arising out of or relating to this CONTRACT shall be in Brazoria County, Texas. The laws of the State of Texas shall govern the terms of this CONTRACT. The prevailing party in the action shall be entitled to recover its actual damages with interest, attorney's fees, costs and expenses incurred in connection with the dispute and/or action. CONSULTANT and CITY desire an expeditious means to resolve any disputes that may arise between under this CONTRACT. To accomplish this, the parties agree to mediation as follows: If a dispute arises out of or relates to this CONTRACT, or the breach thereof, and if the dispute cannot be settled through negotiation, then the parties agree first to try in good faith, and before pursuing any legal remedies, to settle the dispute by mediation of a third party who will be selected by agreement of the parties. SECTION VI — ENTIRE AGREEMENT This CONTRACT represents the entire agreement between the CITY and the CONSULTANT and supersedes all prior negotiations, representations, or contracts, either written or oral. This CONTRACT may be amended only by written instrument signed by both parties. � SECTION VII — COVENANT AGAINST CONTINGENT FEES The CONSULTANT affirms that he has not employed or retained any company or person, other than a bona fide employee working for the CONSULTANT to solicit or secure this CONTRACT, and that he has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other consideration, contingent upon or resulting from the award or making of the CONTRACT. For breach or violation of this clause, the CITY may terminate this CONTRACT without liability, and in its discretion, may deduct from the CONTRACT price or consideration, or otherwise recover, the fiill amount of such fee, commission, percentage brokerage fee, gift, or contingent fee that has beeu paid. SECTION VIII- SUCCESSORS AND ASSIGNS This CONTRACT shall not be assignable except upon the written consent of the parties hereCo. The parties have executed this CONTRACT this <<'� day of LI.1�< t� �`� , 2008. � Bil E si en, City Manager 8/2 5/08 CITY OF PEARLAND, TEXAS -5- HARRY E. STRATE Sr. Vice President �� ENGWEERS //�� PLANNERS �-�� ECONOMISTS ��\I// Wilbur5mith / 5 5 O A i E 5 August 19, 2008 Ms. Caza Nesby City of Pearland 3519 Liberty Dr. Pearland, TX 77581 Subject: Bailey Road Widening Scope and Fee Proposal (Revised) Dear Caza: We appreciate the opportunity to be selected by the City of Pearland to provide professional engineering services for this important design projeM along Bailey Road. We understand [he importance of this project to the City and recognize the extensive and continuous efforts, coordination and dedication that will be required by all involved s[aff for its successful completion. As indicated to City staff on several occasions during our interview and contrac[ negotiation meetings, we want to once again assure you that the WSA/IDC Team is committed to this project today and will remain committed throughout its duration. We look forwazd to our successful partnership with the City of Pearland as we together provide the much needed mobility and safety improvements along Bailey Road. Attached is the project scope (4, 4a and 4b). In addition, a fee proposal for the project that reflects the cost associated with the approved scope is also included. Please note that [he following items of work are not currenUy included in the scope or in the fee proposal but can be added if desired: • Environmental services • Tree survey • Survey/preliminary design/final design of the detention pond SE of Veterans and Bailey Road intersection (only included in scope for the drainage study) • Right of way acquisition services • Diversion ditch, roadside ditches south of Bailey Road and detention pond south of Bailey Road • Design of utilities, including private utilities, water and/or sani[ary sewers • Complete Subsurface Utility Engineering (only includes 6 quality level "A" holes for 3 known pipelines and partial level "B") • Design of electrical power distribution and service drops for sveet lighting (by Centerpoint) • Resident construction managemenUinspection/material testing All of these items of work can be perFormed by the team but are currently not induded in the scope and fee. I have also attached a schedule for completing the design 15 months after the contract is fully executed. 9800 Richmond Avenue. Suite 400. Houston. Texas 77042 713J85.0080 f7�3785.8797 www.WilburSmith.com Ms. Caza Nesby August 19, 2008 Page 2 All services will be provided as a lump sum fee except for construction phase services (see attached breakdown). The lump sum fee is $1,580,118 and the hourly fee is a NTE $130,228 for a total of $1,710,346. Construction phase services will be performed on an hourly basis with a maximum fee as described in the attached detailed cost proposal. Compensation for additional work, changes to completed work and increases in scope will need to be addressed in a negotiated change order. I would again like to thank you for giving the WSA/IDC team the opportunity to manage and design the Bailey Road improvements. Please contact me or Tim Newton, P.E. if you have any ques[ions regarding [his material. Yours sincerely, �� Robert P. Babineaux, Jr., P.E. Vice President WilburSmith .,=o��.,t, EXHIBIT A TRANSPORTATION SCOPE OF SERVICES FOR Bailey Road — Veterans Dr to 1000' W of FM 1128 CITY OF PEARLAND f�-1 4. Revised 8/13/08 BASIC SERVICES: The Consultant shall render the following professional engineering services to the OWNER in connection with the construction of the Proj ect. 1. Planning Phase Services a. Attend meetings with Ciry and extemal agencies including Counry, State, PISD, and Federal entities as required, to identify and solicit necessary information. b. Compile existing information for adjacent previous/proposed projects from the City, County and other local entities c. Provide or Procure additional information as required from i. Surveyor and Base plans ii. Geotechnical Consultants iii. Environmental Consultants iv. Record drawings and/or As-Built information from previously constructed transportation, utility, drainage, and facility projects v. Planned public infrastructure 2. Preliminary Engineering Report (PER) Phase Services a. Attend monthly progress/update meetings b. Review PER report prepared by Klotz & Associates c. Prepare technical review summary consisting of: i. Executive Summary, Design Recommendation and review of Design Altematives ii. Alignment and Topographic Surveys in accordance with City Standards iii. Draft Geotechnical report with bore location logs and pavement design recommendations iv. Preliminary Horizontal and Vertical Alignment in Plan and Profile format (30% construction drawings) — half size, report format CITY OF PEARLAND !�-2 4. Revised 8/13/08 v. Preliminary Design 1. Drainage Area maps with developed area flow calculations 2. Preliminary Drainage Design (size, layout and profile) in accordance with BDD#4 and/or HCFCD requirements as applicable vi. Preliminary parcel map per additional services Part 1: 1. Review existing easements & right of way 2. Review proposed easements & right of way 3. requirements with owner's information 4. parcel owner's information 5. Review existing improvements and update as necessary 6. Review existing permanent improvements within 25' of proposed ROW and update as necessary vii. Identification of private utility conflicts. Include notifications and correspondence sent to utility companies. viii. Review and update preliminary Engineer's estimate from PER d. Submit 30 % Construction Drawings and Technical Review Summary of existing information (6 copies including half size drawings) e. Address city comments and re-submit final report 3. Design Phase Services a. Attend monthly progress/update meetings at the City b. Prepare construction plans, details and project manual (including bid proposal and specifications) in accordance with City of Pearland's Design Criteria Manual (DCM) (to extent applicable to CIP) for review i. Include roadway geometrics, pavement, drainage, sidewalks, pavement markings, traffic signals, utilities, street lighting, landscaping and other design elements as necessary. The attached fee schedules further detail the design scope, sheet types and scales. CITY OF PEARLAND E�-3 4. Revised 8/13/08 ii. For details and specification sections the City does not have, submit proposed supplement specs to City for review and approval iii. Prepare Engineer's cost estimate (60%, 90% and £mal) iv. Provide work sequencing plans — coordinated with other work and other local projects v. Provide three (3) sets of plans (22x34 full size), specifications, cost estimates and work sequencing plans to City for review at 60% and 90% design completion. Transcribe plan review comments into a comment response letter with a narrative of how each comment has been addressed. vi. Submit 60% and 90% plans to private utility and pipeline companies to identify conflicts and coordinate relocations. Coordinate with City on formal notifications. vii. Coordinate submittals for review and obtain permits for entities including but not limited to: TxDOT, Railroads, County Drainage Districts and USACE Narionwide or Individual permits (if required). (USACE by others) viii. Coordinate with private developments and other public entity engineer's for adjoining work/projects c. Prepare bid packages including Final Construction Plans approved and signed by all applicable entities; Project Manual including Bid Proposal and Specifications; and Final Engineer's Cost Estimate d. Provide all Final Reports as required by the contract to the City, including but not limited to Geotechnical and Drainage reports (6 copies) e. One set each of half size (11 x 17) prints will be provided to the City's PM and CM. 4. Bid Phase Services a. Assist with design of Bid Proposal* b. Prepare Notice to Bidders CiTY OF PEARLAND f�-4 4. Revised 8/13/08 c. Reproduce and disseminate full size bid sets to Dodge, AGC, ABC, Amtek and (4) four sets to the City [PM(1), CMT(1), Purchasing(1), CM(1)] d. Coordinate distribution of plans to interested bidders through engineer's office or through a local reprographic company. Contractor pays the cost of reproduction. i. Keep record of plan holder's list e. Chair pre-bid meeting £ Respond in writing to questions from bidders and prepare addenda as necessary g. Review all bids received for conformance to bid documents h. Prepare Engineer's Recommendation Letter that includes the following required content: i. Acknowledgement that a check for math errors was conducted and any mathematical discrepancies were reconciled ii. Acknowledgement that it was reviewed for potentially unbalanced bid items iii. Certified Bid Tabulation including Engineer's estimate certified by engineer for accuracy and compliance to bid documents iv. Explanation of discrepancies between the Engineer's estimate and bids v. Report on review of contractor's financial standing and references provided (apparentlow bidder only) vi. Recommendation to award i. Attend City Council meeting and recommendation for award of Contract for Construction. j. Produce and transmit to selected contractor five (5) seYs of project manuals ready for execution with City's Notice of Intent to Award (NOI) *This is the use of bid strategies to attain lowest possible prices for work, use of alternatives, etc. CITY OF PEARLAND A-S 4. Revised 8/13/08 5. Construction Phase Services a. Construction Administration i. Attend pre-conshuction meeting to provide inforntation and answer questions. ii. Provide three (3) construction plan sets (22x34) to Contractor and one project manual iii. Attend monthly progress meetings with Construction Manager, Contractor and City of Pearland as needed (including site visits to review progress) iv. Review/approve and comment on Contractor's submittals, RFIs, Contractor Proposals and Request for Change Orders (RCO); coordinate with Construction Manager and Project Manager on Proposals and Change Orders v. Provide interpretive guidance for Contractor and Construction Manager in resolution of problems vi. Responsible for programming of signal timing plans in controller after installation vii. Conduct Substantial Completion Inspection with CM and/or PM to: 1. Review progress of work for Substantial Completion walk through 2. Generate a punch list of items for conection 3. Substantiate items thaY are completed 4. Issue CertiScate of Substantial Completion (signed/sealed from Design Engineer) stating work is in general compliance with bid documents viii. Conduct Final CompleYion Inspection with CM and/or PM to: 1. Verify completion of items listed on Substantial Completion walk through punchlist. Generate a punch list of additional items for correction, if necessary. CITY OF PEARLAND 11-6 4. Revised 8/13/08 2. Issue Certificate of Final Completion (signed/sealed from Design Engineer) stating work is in general compliance with bid documents 3. Issue Final Completion and Acceptance letter to City stating all items have been generally completed according to the approved plans, recommending acceptance of the project as complete, and recommending release of final payment ix. Coordinate contractors and CM/CI to create consolidated records of As-Built Drawings/redlines. Revise original plans with changes from redlines. x. Within thirty (30) days after receipt of As-BuilUredline drawings, the project engineer shall provide to the City one (1) set of full size reproducible record drawings (22x34 mylars), an electronic file copy (PDF format) and an AutoCAD file (.dwg), or compatible .dxf file. (PE seal for original design only) CITY OF PEARLAND E�-7 4. ReviseA 8/13/08 Additional Services Services to be provided after City authorization: 1. Surveying a. Provide survey per Design Criteria Manual (DCM) including: i. Topographic Survey b. Acquisition Services i. Preparation of Right of Way maps, individual parcel maps and Metes & Bounds Descriptions for required parcels, easements and/or right of way which includes: 1. Owner's information 2. Existing improvements within proposed acquisition 3. Existing permanent improvements within 25' of proposed acquisition ii. Abstracting iii. Parce] staking (one time) iv. Establish ROW lines in non-acquisition areas a Construction i. ROW staking (one time) for utility relocation and construction staking to reestablish baseline and survey control 2. Geotechnical Report a. Tailor field investigation and laboratory activities to specific requirements of the project as necessary, customary and in keeping with best practices for the project type and requirements. Include i. Design Recommendation in report form for the project including boring logs ii. Recommend boring locations and depths iii. Pavement design recommendations (see item 7.) CITY OF PLARLAND E�-g 4a. Revised 8/13/08 3. Storm Water Pollution Prevention Plan (SWPPP) a. Prepare a SWPPP tailored to the project for use by the Contractor during construction operation in keeping with TCEQ regulations. 4. Traffic Signal Warrant Study and Traffic Engineering a. Conduct Traffic Signal Warrant Studies at two locations, specifically the intersections along Bailey Road at Harkey Road and McLean Road to evaluate the satisfaction of traffic signal warrants identified in the Texas Manual on Uniform Traffic Control Devices. This task will include the collection of available historic crash data and the weekday 24-hour approach traffic counts along Bailey Road, Harkey Road and McLean Road. Traffic volumes will be compared with appropriate threshold values to determine satisfaction of the various warrants. b. Conduct an evaluation of future traffic signal needs for intersections not being designed at ultimate capacities as part of this project. This task will include the conduct of 24-hour approach traffic volume counts for up to 3 other intersections. Appropriate growth rates will be applied to estimate future traffic volumes. Signal warrant evaluation will be based on the MUTCD using methodology outlined in the Institute of Transportation Engineers Manual of Traffic Signal Design. c. Rcview and modify existing traffic signal timing for Bailey Road intersections at FM 1128 and Veterans Drive and prepare new traffic signal timing plans for adjacent intersections at Harkey Road and McLean Road (if signals are warranted). For this task it will be necessary to conduct am peak, pm peak, and school peak hour intersection turning movement counts for the two existing signal locations and the two potential locations. Travel time runs will also be conducted during those peak hours to help calibrate an existing conditions traffic simulation model to be developed. Traffic simulation model will be developed using SYNCHRO/SIMTRAFFIC. Signals will be optimized and coordinated to optimize traffic flow along Bailey Road. Signal timings developed in SYNCHRO/SIMTRAFFIC will be incorporated into controller CITY OF PEARLAND f�-9 4a. Revised 8/13/OS programming sheets and field implemented in the traffic signal controllers. Field adjustments to signal timing will be made as necessary for optimum traffic flow. This task does not indude future modification of signal timings after new signal timings have been implemented.. d. Prepare a plan set for existing traffic signal modifications at the intersection of Bailey Road and FM 1128 to accommodate the proposed Bailey Road widening. The plan set will include general and construction notes, traffic signal layout plan, interconnect layout, and plans for phasing, timing, and wiring. Phasing and timing parameters will be developed as part of the preceding traffic signal timing task. The traffic signal layout sheet will include locations for vehicle detectors, signal heads, pedestrian push buttons, street lighting, cabling, conduit, and other materials necessary for signal operation. Design will also include proposed pedestrian pads/curb ramps. Signal interconnect design will incorporate hardwire or wireless technology, as required by the City of Pearland. Intersection pavement markings and roadside signing plan will be prepared as part of other tasks in this scope of services. Submittals will include two sets of 22" x 34" drawings at the 60%, 90% and 100% levels of completion for review by the City of Pearland. Final drawings at the 100% level of completion will incorporate City review comments and will be prepared on 22" x 34" sheets bond paper at a scale of 1"=20'. Two sets of the final drawings will be provided to the City of Pearland. Construction specifications and a list of bid items will be provided to the general engineer for incorporation into the bid documents. Construction cost estimates will be prepared for approved plans. e. Prepare a plan set for new traffic signal installation along Bailey Road at Harkey Road and McLean Road intersections (if warranted) based on the approach outlined in the preceding Section 4.d. f. Design temporary signals for pre-construction and construction phases. Prior to the widening of Bailey Road, a temporary signal is to be installed at McLean Road to better accommodate adjacent school traffia The additional conshuction cost associated with the installation of this CITY OF PEARLAND !�- � � 4a. Revised 8/13/OS temporary traffic signal will be estimated. Traffic signal layouts for FM 1128, McLean Road, and Veterans Drive will also be prepared for each construction phase. Traffic signal plans will include total costs associated with temporary signalization during construction. Temporary signal design for McLean Road is contingent on a traffic signal being warranted as described in the preceding Section 4a. g. Apply access management criteria to identify modifications to proposed median openings and turn lanes, as well as additional left-turn and right- turn lanes in order to facilitate traffic flow and improve safety. This task will include the conduct of peak hour turning movement traffic counts at up to ten locations (major driveways and cross-streets not being counted as par[ of other tasks) along Bailey Road. 5. Texas Department of Licensing & Review a. Submit plans for accessibility review and address all resulting comments for compliance with TAS and ADA (Final Inspection). Construction Manager (or City) to pay plan review and filing fee based on project cost. Engineer to pay final inspection fee for inspection done as part of final acceptance at the end of construction. 6. Subsurface Utility Engineering (SUE) a. Horizontal and vertical locations of three pipelines (Qualiry Level A). Limits are from ROW to ROW lines. b. Designate horizontal location of 2 gas lines larger than 2" diameter and 3 fiber optic lines (Quality Level B) — all crossing Bailey Road. a Location of all other utilities will be approximated by using record information and available surface feahues like manholes, poles, pedestals and valve boxes. 7. Life Cycle Cost Comparison — Concrete vs. Asphalt a. Comparison of life cycle cost for a concrete paving structure and an asphalt paving structure. This consists of a design of each structure, using CITY OF PEARLAND E�-11 4a. Revised 8/13/08 identical soil conditions and traffic loadings over the same time period. The estimate of total life cycle costs for each structure will be computed including initial installation and maintenance cost over equal time periods and ROW costs associated wiYh each option. b. The analysis will compare three roadway and associated drainage cross sections: i. Concrete Curb & Gutter with an underground drainage system ii. Asphalt road with concrete C&G with U/G drainage iii. Asphalt roadway with open ditch drainage 8. Public Open House a. Provide staff and materials for one open house for the public, located on or near the project. The facility and public notifications to be provided by the City. The primary goal is to inform the nearby property owners of the project limits, scope and schedule. In addition, staff will be available to answer questions. Engineer to provide drawings and other support materials. No forxnal presentation will be required of the engineer. Written comment forms from the meeting will be summarized and provided to the City by the engineer. 9. Drainage Study a. Review of Drainage Reports prepared by JKC and Klotz with recommendations of modifications b. Preliminary recommendations for detention storage and/or mitigation, if necessary. Recommendations shall be based on a study concept of increasing storage in the pond east of Bailey and Veterans for the purpose of lowering the water surface at the intersection. A preliminary revised, smaller conduit size for the east portion of Bailey Rd will be computed. A preliminary comparative cost study will be performed to indicate the difference between reduced storm sewer costs and additional construction and operating costs for the pond improvements. CITY OF PEARLAND E�-IZ 4a. Revised 8/13/08 EXHIBIT B LANDSCAPING SCOPE OF SERVICES FOR Bailey Road — Veterans Dr to 1000' W of FM 1128 CITY OF PEARLAND B-1 4b. Revised 8/13/OS SPECIAL SERVICES: The Consultant shall render the following professional landscape services to the OWNER in connection with the construction of the Project. 1. Schematics — Planning and Preliminary Engineering Report Phases a. Attend meetings with City, Parks Department and external agencies including Counry, State, PISD and Federal entities, as required, to identify and solicit necessary information. b. Gather City's existing information c. Provide or Procure additional information as required from Engineer i. Survey and Base plans ii. Geotechnical Consultants iii. Environmental Consultants iv. Record drawings and/or As-Built information from previously constructed private projects, public utilities, public infrastructure v. Planned public infrastructure d. Coordinate location of the proposed landscaping and irrigation improvements with roadway and utilities both existing and proposed e. Prepare and submit 30% schematic drawings to engineer for inclusion in the transportation submittal (Preliminary Engineering Report phase) for City's review and acceptance depicting i. Topography within established limits of project ii. Show existing facilities and improvements iii. Overview of proposed improvements of vegetation and irrigation witb proposed types, quantities and locations identified iv. Refer to the preferred plants list in the City's UDC for guidance v. Basic landscaping requirements per the underlying zoning or, if applicable, the overlay district £ Coordinate with engineer to transcribe plan comments into a comment response letter with a narrative of how each comment has been addressed CITY OF PEARLAND B-2 4b. Revised 8/13/08 2. Design Phase Services a. Prepare final plans, details, specifications and cost estimate in accordance with applicable City of Pearland's Design Criteria Manual (DCM), Unified Development Code (UDC) and other special district requirements. i. Prepare detailed construction drawings and assist engineer with drafting the Project Manual for the proposed Project ii. Attend monthly progress/update meetings with the City and engineer as necessary iii. Provide three (3) sets ofplans (22x34 full size), specifications, cost estimates and work sequencing plans to City through transportation engineer for review at 60% and 90% design completion. Coordinate with engineer to transcribe plan review comments into a comment response letter with a narrative of how each comment has been addressed. iv. Coordinate with private and public utility companies and pipeline companies to identify conflicts and schedule relocations through engineer v. Coordinate submittals for review and obtain permits for entities including but not limited to: TxDOT, Railroads and County Drainage Districts through engineer vi. Coordinate with private developments and other public entities for adjoining work/projects vii. Prepare Landscape ArchitecYs estimate to be incorporated into the transportation engineers cost estimate (60%, 90% and final) 3. Bid Phase Services a. Attend pre-bid meeting if necessary b. Respond in writing to questions from bidders and prepare addenda as necessary 4. Construction Phase Services CITY OF PEARLAND B-3 4b. Revised 8/13/OS a. Construction Administration i. Attend pre-construction meeting to provide information, answer questions ii. Attend monthly progress meetings with Construction Inspector, Contractor and City of Pearland as needed iii. Review, approve and/or comment on Contractor's submittals, Request for Information (RFI), Request for Proposals (RFP), Change Order (CO) including coordination with Project Manager on Proposals and Change Orders iv. Provide interpretive guidance for Contractor and Construction Inspector in resolution of problems 1. v. Conduct Substantial Completion Inspection with Engineer, CM and/or PM to: 1. Review progress of work for Substantial Completion walk through 2. Generate a punch list of items for correction 3. Substantiate items that are completed vi. Conduct Final Completion Inspection with Engineer, CM and/or PM to: 1. Verify completion of items listed on Substantial Completion walk through punchlist. Generate a punch list of additional items for correction, if necessary. vii. Coordinate with Engineer to create consolidated records of As- Built Drawings/redlines. Revise original plans with changes from redlines. viii. Within thirty (30) days after receipt of As-Built/redline drawings, the landscape architect shall provide to the project engineer for inclusion of submittal to the City one (1) set of full size reproducible record drawings (22x34 mylars), an electronic file CITY OF PEARLAND B-4 4b. Revised 8/13/08 copy (PDF format) and an AutoCAD file (.dwg), or compatible .dxf file. (PE seal for original design only) CITY OF PEARLAND B-5 4b. Revised 8/13/08 Bailey Road W. of FM 1128 to Veterans Fee Schedule Summary of Lump Sum vs. Hourly Fees All Consultants Lump Sum Firm Fees Hourly Fees' Wilbur Smith Associates $5'14,434 IDC, Inc. $473,264 Dannenbaum Engineering Co. $ 347,042.00 SUBTOTAL $1,334,740 CL Davis $167,800 Surveying and Mapping $26,000 $27 $21 1'14. $579, $500, $368, 1,449,' $167, % of Subtotal 40 35 25 Clark Condon $44,488 $ 15,460.00 $59 948 ��' '" �� HVJ $7,090 $7,090: , TOTALS $1,580,118 $130,228 $'1,710,346 `. '' 'Note - All construction phase services shall be paid on an hourly basis plus actual expenses Lump Sum vs Hourly S/19/2008 1 of 1 Bailey Road W. of FM 1128 to Veterans Fee Schedule Summary of All Phases All Consultants Firm ir Smith Associates Inc. Co. Davis veying and Mapping rk Condon TOTALSI $148, $33, E3% Basic lmount $139,1 $441, 7 $336,1 $917.07 7 Additional Amount $291,! $167 $7 11 TOTAL Amount $579, $500, $167, $26, $59, $7, I .710. % of Subtotal 40 ° 35 ; 25 ° Summary Fee 8/14/2008 1 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule All Services Combined Fee Task SUBTOTALSHTS-HOURS-FE 1 Planning Phase Services .a Attend Meetings .a.2 External Agencies .b Compile Existing Project Info .c Provide / Procure Add'I Info .c.i Surveyor & Plans .c.ii Geotechnical Consultants .c.iii Environmental Consultants .c.iv As-Built Information .d Coordinate location of landscape/irrigation Prepare & submit 30% landscape schematic .e drawings f Landscape design firm coordinate with engineer .a.i Design Recommendation (Life cycle analysis) SUBTOTALSHTS-HOURS- b.v b.vi b.vi. t b.vi.2 b.vi.3 b.vi.4 b.vi.5 b.vi.6 b.vii b.viii Description Management Services WSA Tasks 1 through 5 Attend Meetings Review and Update Klotz PER Exec. Summary, Altern. & Recommend. Align. & Topo Surveys Geotechnical Report Prelim. Horizona[I & Vertical Alignment Preliminary Design Preliminary Parcel Map (Add'I Serv.) Review Existing Easements 8. ROW Review Proposed Easements & ROW Req'ts with Owner's Info Parcel Owner's Info Review Existing Improve. & Update Review Exist. Perm. Improve 8 Update Identify Private Utility Conflicts Review and Update Estimate from PER Prepare & submit 30% Constr Dwgs Exist Typical Sections Proposed Typical Sections Roadway Plan & Profile (1"=20') Existing Utility Layouts Cross Sections Drainage Area Maps and Flows Wa[ershed Map 1" = 4000' Overall Drainage Area Map 1"=2000' Drainage Area Maps 1 "=50' No. of Hours Per Sheets Sheet � �] 0 0 0 0 0 0 0 0 0 Total Hours Total Fee 991 $148.945 991 $148,945 23 39 84 2a 28 0 0 48 27 32 2 66 0 16 0 48 32 407 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 30 4 0 0 0 1 1 15 32 39 7 18 20 1S 12 82 80 42 10 1 28 0 0 7 7 3 3 3 3 31 73 0 0 32 78 202 73 109 0 0 20 18 178 $3,645 $6,009 $8,454 $z,zzo $2,608 $0 $0 $4.794 $2,315 $5,700 $1,720 $7,800 $12,136 $10,512 $6,122 $1,194 $189 $3,300 $0 $0 $981 $981 $393 $393 $393 $393 $3,405 $8,175 $0 $0 $3,294 $8,178 $21.414 $7,263 $13,431 $0 $0 $2,010 $1,840 $17,670 Summary by Task 2 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule All Services Combined Fee Task .1 2 Description Preliminary Drainage Design Storm Sewer Calculations Storm Sewer Plan 8 Profile 1"=20' Submit 30% Const. Dwgs and Tech Rev. QA/QC Submittal Review 30% Address Comments by City 30% a Attend Meetings b Prepare Plans b Include Design Elements b General Notes Signing and Pavement Markings 1"=50' Dbl Bank Signing Standards Lighting 1"=50' Dbl Bank Lighting Standards Photometric Layout Prepare SWPPP (1"=50' Dbl Banked) Traffc Engineering Studies (2) Evaluation of Future Signal Needs (3) Modify Signal Timing (Existing & Future) (4) Design Modificaitons for Exist Signals Design for Future Signals Design of Temporary Signals Identify Needed Modications to Turn Lanes TX Department of Licensing & Review Public Open Houston - Staff and Materials Develop/Update Schedule Develop/Update Budgets Prepare Monthly Progress Repts/Invoices Field Reconnaissance QC Plan Typical Sections - Existing Bailey Road Typ Sections Intersecting Roads Typ Sections Bailey Road PB�P Sheets (1"=20') (incl Stm Swr) Alignment Layout Sheets 1 "=100' Intersecting Street P&P (FM1128 & Veterans) Intersection Layou[ Sheets (1"=20') Driveway Table 8 Details Std Roadway Details No. of Hours Per Sheets Sheet 0 0 30 0 0 0 0 12 Total Hours 0 284 370 0 26 128 130 0 127 0 0 0 10 0 8 0 0 8 25 200 6 8 2 0 0 21 0 0 0 0 8 14 18 0 0 0 0 0 0 0 0 0 0 0 2 4 3 30 2 4 9 1 30 3 12 3 12 19 25 13 12 28 26 26 31 28 22 54 1 18 94 6 0 0 256 0 36 36 252 152 348 236 108 0 12 62 0 9 13 53 76 156 0 23 110 78 788 62 112 198 54 32 Total Fee $0 $31,620 $37,480 $0 $2,940 $16,978 $15,818 $18,854 $0 $1,270 $800 $0 $19,416 $1,902 $8,982 $672 $0 $0 $25,884 $0 $3,880 $3,880 $30,550 $15,780 $36,960 $25,240 $12,960 $0 $1,860 $9.247 $0 $1,707 $2.427 $8,130 $10,476 $23,880 $0 $2,613 $12,978 $10,338 $88,010 $6,894 $11,820 $21,271 $5.430 $3,816 Summary by Task 3 of 25 Bailey Road W. of FM 1�28 to Veterans Fee Schedule All Services Combined Fee Task 1 2 3 1 ii.1 ii.2 ii.3 ii.4 ii.5 1 Description Roadway Quantity Sheets Title Sheet Index Sheet Estimte and Quantity Sheets Specs & General Notes Earthwork Cross Sections Existing Utility Layouts/Exhibits/Coordination Overall Drainage Area Maps 1'=2000' Prepare Drainage Area Maps for Storm Water Systems (1"=40') 100 Year Sheet Flow Prepare Hydraulic Calculation Sheets Prepare Drainage Plan and Profile 1"=20' Prepare Drainage Lateral Profles (1"=20') Special Ditch Profiles Prepare Drainage Outtall Layouts 1"=100' Prepare Drainage Outtall Details Prepare Drainage Std Sheets Junction Box at Veterans Drainage Study Review Previous Reports Analysis Existing Conditions HEC-HMS (Existing) HEC-RAS (Existing) Quantify Existing Flood Stages and Flows Proposed Conditions HEC-HMS (w/ Bailey Improvements) HEC-RAS (w/ Bailey Improvements) Quantiry Impacts/Benefts to CW100-00-00 Simulate Klotz Culverts in SWMM Quantify Flood Stages in Culverts Proposed Conditions (Max. Benefits) HEC-HMS (w/ Bailey Improvements & Maximize) HEC-RAS (w/ Bailey Improvements & Maximize) Quantify Additional Benefi[s to CW100-00-00 Simulate Reduced Size Culverts in SWMM Quanitfy Flood Stages in Reduced Culverts Memo Summarizing Results Landscape Coordination w/utility companies/private developers. Prepare final plans 1"=20', details specs Coordination meetings Supplemental Specifications Prepare Engineer's Cost Estimate No. of Hours Per Sheets Sheet Total Hours 2 51 102 1 33 33 1 44 44 1 81 81 1 40 40 0 217 8 21 165 0 0 1 S 8 15 2 24 0 0 3 2 2 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t: � � � 6 24 4 20 39 25 3 84 7 93 48 10t 0 0 60 78 50 28 84 0 0 15 0 0 12 6 9 0 16 12 7 44 7 0 22 16 7 14 7 42 0 0 216 15 0 0 22 224 Total Fee $10.914 $4.01 1 $4, 692 $8,415 $5,832 $23,187 $19,023 $0 $800 $10,532 $5,660 $10,813 $0 $0 $5,920 $7,600 $4,710 $2.880 $10,670 $0 $0 $2.285 $0 $0 $1,600 $800 $1,230 $0 $2,060 $1,600 $1,000 $5,280 $1,000 $0 $2,560 $2,280 $1,000 $1,720 $1,000 $4,760 $0 $0 $18,200 $i,soo $0 $0 $2,440 $26,668 Summary by Task 4 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule All Services Combined Fee No. of Hours Per Task Description Sheets Sheet Total Hours To[al Fee 3.b.iii.1 Calculate Quantities 53 4 228 $26,110 3.b.iiii2 Prepare Summary Quantities Sheet 2 16 32 $3,630 3.b.iv Provide Work Sequencing Plans (All 1"=50') 2 36 72 $7,380 Phase I- Temp Widening from McClean to 3.b.ii. Veterans 4 25 100 $11,860 3.b.iii Phase II - Eastbound Lanes 15 24 360 $42,200 3.b.iii.1 Phase III - Westbound Lanes 15 24 360 $42,200 3.b.iiii.2 Phase IV - Median/Landscaping 15 14 210 $24,850 Phase I-III (FM1128 & Veterans) 6 26 156 $17,890 3.b.v Provide 3 Sets of Deliverables 0 16 $1,320 3.b.vi Submit 60% and 90% Plans to Private Utility 0 0 $0 3.b.vii Coordinate Submittals with Other Entities 0 12 $1,610 3.b.viii Coordinate w/ Private Development 0 4 $460 3.c Prepare Bid Package 0 56 $8,468 3.c.1 QA/QC Submittal Review 60% 0 108 $15,480 3.c.2 Address Comments by City 60% 0 40 $5,600 3.c.3 QA/QC Submittal Review 90% 0 108 $15,480 3.c.4 QA/QC Address Comments by City 90% 0 40 $5,600 100% Submittal 0 68 $9,880 3.d Provide All Final Reports to City 0 S8 $9,868 One Set Half Size 0 10 $970 SUBTOTAL SHTS - HOURS - FEE 387 7738 $893,725 4 Bid Phase Services (3. Landscape) 4.a Assist with Bid Proposal 0 10 $1,180 4.b Prepare Notice to Bidders 0 4 $480 4.c Reproduce and Disseminate Bid Sets 0 8 $830 4.d Coordinate Distribution of Plans to Bidders 0 0 $0 4.d.i Keep Record of Plan Holders 0 8 $780 0 0 $0 0 0 $0 Landscape coordn with engineer 0 12 $1,260 4.e Pre-Bid 0 10 $1,420 4.f Respond in Writing to Questions 0 46 $5,440 4.g Prepare Engineer's Recommendation Letter 0 4 $480 4.g.i Check for Math Errors 0 9 $965 4.g.ii Review for Unbalanced Bid Items 0 5 $715 4.g.iil Certified Bid Tabulation 0 4 $480 4.g.iv Explanation of Discrepancies 0 4 $480 4.g.v Review of Contractor's Financial Standing 0 4 $480 4.g.vi Recommendation to Award 0 4 $480 4.h Attend City Council Meeting 0 9 $1,770 4.i 5 Sets of Project Manuals 0 S $800 SUBTOTAL SHTS - HOURS - FEE 0 149 $18,040 Summary by Task 5 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule All Services Combined Fee No. of Hours Per Task Description Sheets Sheet Total Hours Total Fee 5 Construction Phase Services (4. Landscape) S.a Construction Administration 0 360 $40,828 5.a.i Attend Pre-Construction Meeting 0 6 $1,020 5.a.ii Provide 3 Plans Sets to Contractor 0 2 $250 5.a.iii Attend Monthly Meetings 0 80 $14,850 5.a.iv Contractor Submittals, Proposals, RFI & RCO 0 100 $15,810 S.a.v Provide Interpretive Guidance 0 60 $10,050 5.a.vi Signal Timing Plans 0 0 $0 5.a.vii Substantial Completion Inspection 0 0 $0 5.a.vii.1 Review of Progress 0 8 $1,360 5.a.vii2 Punch List 0 16 $2,720 S.a.vii.3 Substantiate Completed Items 0 16 $2,720 S.a.vii.4 Issue Certificate of Substantial Completion 0 4 $480 S.a.viii Conduct Final Completion Inspection 0 0 $0 S.a.viii.l Verify Completion of Punchlist Items 0 16 $2,720 5.a.viii2 Issue Certificate of Final Completion 0 4 $4S0 S.a.viii.3 Issue Final Completion and Acceptance 0 4 $480 S.a.ix Coordinate w/ Contractors - As-Builts 140 2 280 $33,500 5.a.x Provide City wi[h As-Buil[s (record drawings) 0 36 $2,960 SUBTOTAL SHTS - HOURS - FEE 140 992 $130,228 SUBTOTAL LABOR: SHTS - HOURS - FEE 643 12298 $1,464,706 CL Davis Surveying and ROW Mapping Surveying and Mapping Subsurface Utility Engineering HVJ Final Geotechnical Report and Pavement Life Cycle $167,800 $26,000 $7,090 SUBTOTAL SERVICE COMPANIES 0 0 $200,890 DIRECT EXPENSES Management Expenses $19,746 Expenses, Other $25,004 SUBTOTAL EXPENSES $44,750 CONSULTANTS' TOTAL FEE $1,770,346 Summary by Task 6 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Management Senices Wilbur Smith Associates o. o Hours er ota ota Task Descnption Sheets Sheet Principal SrPM SrEngr Engr CADD dmiNClerica Hours Labor $250 $215 $125 $110 $90 $70 1 Planning Phase Services i.a Atlend Extemal Meetings (7) 7 14 10 4 35 $ 6,450 i.b Compile (8 DisMbute) Existing Project Info 12 8 4 6 30 $ 4,560 0 $ - Overall Management 15 Months (Daily Coordination, Team Migs, Resource Rvw, CADD Standards, FTP Site, Review Progress Reptsllnvoices, Rvw aClOA Plans, QGOA Audits, Status Payments) 120 100 50 30 300 $ 46,500 Total for managing all subs - IDC, DEC, CCA, Weiser, SAM and Geotest 0 $ - 0 $ - 0 $ - Project Scheduling (Baselineli2 Updates) 16 16 $ 3,440 Project Specific �uality Assurance Plan 10 12 8 10 40 $ 5,430 WSA Project ReportinglProgress Reports and Invoices 20 20 40 $ 6,800 SUBTOTAL HOURS 7 192 150 66 46 0 461 SUBTOTAL $1750 $41,280 $18,750 $7260 $4,140 $0 $ 73,180 2 PER Phase Services 2.a Attend Meetings (2) 4 12 12 28 $ 5,080 2.b ReviewKlotzPER 0 $ - Write Technical Review - Summary, Altem. & 2.b.i Recommendations on following: 0 $ - Align. & Topo Surveys 0 $ - Geotechnical Report 0 $ - EnvlHazardous Matenals (By Terracon) 0 $ - Prelim. Horizonatl 8 Vertical Alignment 0 $ - Drainage Summary 0 $ - Pavement Study 0 $ - Traffc EngineeringlSignal Studies 0 $ - Construction Sequencing 0 $ - UtilitieslPipelines 0 $ - Construclion Cosl Estimate 0 $ - 0 $ - Review30% Plans 0 $ - Roadway 0 $ - Drainage 0 $ - Landscape 0 $ - Signals 0 $ - Construction Sequencing 0 $ - Review CommentslResponses/Resubmittal 0 $ - SUBTOTALHOURS 0 4 12 12 0 0 0 28 SUBTOTAL $1,000 $2,580 $1,500 $0 $0 $0 $ 5,080 Management 7 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Management Services Wilbur Smith Associates o. o ours er ota ota Task Description Sheets Sheet Pnncipal Sr PM Sr Engr Engr CADD dminlClerica Hours Labor $250 $215 $125 $110 $90 $70 3 Design Phase Services 3.a AttendMeetings(12) 12 24 24 60 $ 17,160 0 $ - Review 30% Plans (60°/, 90°/ and Final) 36 40 20 24 120 $ 17,100 Roadway 0 $ - Drainage 0 $ - Landscape 0 $ - Signals 0 $ - Consirudion Sequencing 0 $ - SW3P 0 $ - Signing/Pavement Markings 0 $ - Lighting 0 $ - 0 $ - Compile for Submitlals (60%, 90% and Final) 0 $ - 3.b.ii. SupplementalSpecifcationslNotes 6 24 6 4 40 $ 5,310 3.b.iii Compile Engineers Cost Estimate 6 29 15 6 60 $ 7,715 0 $ - 3.b.v Provide 3 Sets of Deliverables 4 4 8 $ 860 3.b.vi Submit 60% and 90% Plans to Private Utiliry 2 25 11 2 40 $ 4,905 3.b.vii CooNinate Submittals with Other Entities 2 25 11 2 40 $ 4,905 3.b.viii Coordinate w/ Private Development 1 5 3 1 10 $ 1,240 3.c Prepare Bid Package 10 20 70 20 60 $ 7,150 3.c.1 0 $ - 3.a2 Address Comments by City 60%, 90%and Final 24 16 8 48 $ 8,040 3.c.3 0 $ - 3.c.4 0 $ - 3.d Provide All Final Reporis to City 4 8 4 ifi $ 2,300 SUBTOTAL HOURS 0 12 117 220 88 40 25 502 SUBTOTAL $3,000 $25,155 $27,500 $9,fi80 $3,600 $1,750 $ 70,685 Management 8 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Management Services Wilbur Smith Associates o. o ours er ota oW Task Description Sheets Sheet Principal Sr PM Sr Engr Engr CADD AdminlClenca Hours Labor $250 $215 $125 $110 $90 $70 4 8id Phase Serviees 4.a Assistwith Bid Proposal 0 $ - 4.b Prepare Notice fo Bidders 0 $ - 4.c Reproduce and Disseminate Bid Sets 0 $ - 4.d Coordinate Distnbution of Plans to Bidders 0 $ - 4.d.i Keep Record of Plan Holders 0 $ - 4.e Chair Pre-Bid Meeting 0 $ - 4.f Respond in Writing to QuestionslAdenda 0 $ - 4.g Prepare Engineer's Recommendation Letter 0 $ - 4.g.i Check for Math Errors 0 $ - 4.g.ii Review for Unbalanced Bid Items 0 $ - 4.g.iil CeAifed Bid Tabulation 0 $ - 4.g.iv Explanation ofDiscrepancies 0 $ - 4.g.v Review of Contrectors Financial Standing 0 $ - 4.g.vi Recommendation to Award 0 $ - 4.h Attend City Council Meeting 0 $ - 4.i 5 Sets of Project Manuals 0 $ - SUBTOTALHOURS 0 0 0 0 0 0 0 0 SUBTOTAL $0 $0 $0 $0 $0 $0 $ - 5 Construction Phase Services Sa Consiruction Adminisiration 0 $ - 5.a.i Attend Pre-Construction Meeting 0 $ - S.a.ii Provide 3 Plans Sets to Contraclor 0 $ - 5.a.iii Attend Monthly Meetings (14) 0 $ - S.a.iv Contractor Submittals, Proposals, RFI 8 RCO 0 $ - 5.a.v Provide Interpretive Guidance 0 $ - 5.a.vi Signal Timing 0 $ - S.a.vii Subsfantial Completion Inspection 0 $ - S.a.vii.i Review of PrOgress 0 $ - S.a.vii.2 Punch List 0 $ - 5.a.vii.3 Substantiate Compleled Ilems 0 $ - 5.a.vii.4 Issue Certifcate of Substantial Completion 0 $ - S.a.viii Conduct Final Completion Inspection 0 $ - 5.a.viii.l Venfy Completion of Punchlist Items 0 $ - 5.a.viii2 Issue Certificate of Final Completion 0 $ - S.a.viii3 Issue Final Completion and Acceptance 0 $ - Coordinate wl Contractors - Create As-Builts - WSA S.a.ix DrawingsOnly 0 $ - 5.a.x Provide Ciry with As-Builts 0 $ - SUBTOTALHOURS 0 0 0 0 0 0 0 0 SUBTOTAL $0 $0 $0 $0 $0 $0 $ TOTAL HOURS 0 23 321 382 154 86 25 997 TOTAL LABOR FOR ALL TASKS 35,750 E69,015 547,750 516,940 57.740 E7,750 E748,945 Management 9 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Management Services Wilbur Smith Associates for Construction Phase Services DIRECT EXPENSES RateS AmOUnt TDLR Fees - Plan Review and Filing Fee $960.000 Mileage MI $0.505 Deliveries EA $15.00 Roll plots SF $2.00 Copies-lettedlegal EA $0.10 Copies -11x t7 EA $025 Copies-22x34 EA $0.75 Mylars - 22x34 � EA $12.00 TOTAL DIRECT EXPENSES TOTAL LABOR FOR ALL TASKS (above) CONSULTANT'S TOTAL FEE (this Wsk) E148,945 a�ae,sas Management 10 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Basic Services Wilbur Smith Associates Task a b c c.i c.ii c.iii c.iv Description Atlend Meetings Compile Existing Projed Info Provide I Procure Add'I Info Surveyor & Plans Geotechnical Consultants Environmental ConsulWnts As-BuiA Information 2 PER Phase Services Atlend Meetings Review and Update Klotz PER i Exea Summary, Altem. & Recommend. ii Align. & Topo Surveys iii Geotechnical RepoA iv Prelim. Horizonatl 8 Vertical Alignment v Preliminary Design vi Preliminary Parcel Map (Add'I Serv.) vi.i Review Existing Easements & ROW vi2 Review Proposed Easemenfs & ROW vi.3 Req'ts with Owner's Info vi.4 Parcel Owner's Info vi.5 Review Existing Improve. & Update vi.6 Review Exist. Perm. Improve & Update vii Identify Private Utility ConFlicts .viii Review and Update Estimate from PER Submit 30 % Const. Dwgs and Tech Rev. 1 Q4/oC Submittal Review 30 2 Address Commenis by Ciry 30% SUBTOTALSH� l.a Attend Meetings l.b Prepare Plans 3.b.i Include Design Elements 3b.i.1 General Notes 3.b.i.2 Signing and Pavement Markings 1"=50' Dbl Bank 3.b.i.3 Signing Standards 3.b.i.4 Lighting 7"=50' Dbi Bank 3.b.i.5 Lighting Standards 3.b.i.6 PhotomelricLayout 3.b.ii. Supplemental Specifcations 3.b.iii Prepare Engineer's Cost Estimate WSA Basic Sheets I Sheet See Management Tab 0 0 60 $0 See Management Tab See Management Tab 4 0 $0 i6 10 20 CADD Hours I Labor 0 0 0 0 0 0 0 $ - $ - $ - $ - $ - $ - $ - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 5,060 71 of 25 Bailey Road W. of FM 1128 to Veterons Fee Schedule easic Services Wilbur Smith Associates o. o ours er ota ota Task Description Sheets Sheet principal Sr PM Sr Engr Engr CADD dmin/Clenca Hours Labor $250 $215 $125 $110 $90 $70 3.b.iii.1 CalculateTreffc�uantities 4 16 20 40 $ 5,060 3.b.iiii2 Prepare Summary of Traffc Quantities Sheet 2 8 10 20 $ 2,530 0 $ - 0 $ - 3.b.v Provide 3 Sets of Deliverables 0 $ - 3.b.vi Submit 60%and 90% Plans to Private Utility 0 $ - 3.b.vii Coordinate Submittals with Other Entities 0 $ - 3.b.viii CoordinatewlPnvateDevelopment 0 $ - 3.c Prepare Bid Package 0 $ - 3.c.1 �AI�C Submiftal Review 60% 8 24 8 40 $ 5,600 3.c2 Address Comments by Ciry 60 � 6 24 8 40 $ 5,600 3.c.3 �AI�C Submittal Review 90% 8 24 8 40 $ 5,600 3.c.4 (]FVQC Address Comments by Ciry 90 % 8 24 8 40 $ 5,600 3.d Provide All Final Reports to Ciy 2 14 8 24 $ 3,060 SUBTOTALSHTSIHOURS 0 0 44 150 90 0 0 284 SUBTOTAL $0 $9,460 $18,750 $9,900 $0 $0 $ 38,110 4 Bid Phase Services 4.a Assistwith Bid Proposal 2 2 2 4 10 $ 1,180 4.b Prepare Notice to Bidders 1 1 2 4 $ 480 4.c Reproduce and Disseminate 8id Sets 2 2 4 8 $ 830 4.d Coordinate Disiribution of Plans to Bidders 0 $ - 4.d.i Keep Record of Plan Holders 4 4 8 $ 780 4.e ChairPre-BidMeeting 3 3 6 $ 1,020 4.f Respond in Wnting to Questions 8 16 16 40 $ 4,840 4.g Prepare Engineefs Recommendation Letler 1 1 2 4 $ 480 4.g.i Check for Math Errors 1 2 2 4 9 $ 965 4.g.ii Review for Unbalanced Bid Items 1 4 5 $ 715 4.g.iil CertifedBidTabulation 1 1 2 4 $ 480 4.g.iv Explanation of Discrepancies 7 1 2 4 $ 480 4.g.v Review of Contractor's Financial Standing 1 1 2 4 $ 480 4.g.vi Recommendation to Award 1 1 2 4 $ 480 4.h Attend City Countil Meeting 3 3 3 9 $ 1,770 4.i 5 Sets of Pmject Manuals 4 4 8 $ 800 SUBTOTALSHTSIHOURS 0 3 24 42 10 8 40 727 SUBTOTAL $750 $5,160 $5,250 $1,100 $720 $2,800 $ 15,780 WSA Basic 12 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Basic Services Wilbur Smith Associates o. o ours er oW ota Task Description Sheets Sheet Pnncipal Sr PM Sr Engr Engr CADD dminlClenca Hours Labor $250 $215 $125 $110 $90 $70 5 Construction Phase Services 5.a ConsUUCtion Administration 0 $ - 5.a.i Attend Pre-Consirudion Meeting 3 3 6 $ 1,020 5.a.ii Provide 3 Plans Sets to Conirador 2 2 $ 250 S.a.iii Attend Monthly Meetings 10 40 30 80 $ 14,850 5.a.iv Contractor Submittals, Proposals, RFI & RCO 30 20 10 60 $ 10,050 5.a.v Provide Interpretive Guidance 30 20 10 60 $ 10,050 5.a.vi SignalTiming PIanS 0 $ - 5.a.vii Substantial Completion Inspedion 0 $ - 5.a.vii.1 Review of Progress 4 4 8 $ 7,360 5.a.vii2 Punch List 8 8 16 $ 2,720 5.a.vii.3 Substantiate Completed Items 8 8 16 $ 2,720 5.a.vii.4 Issue Certifcate of Substantial Completion 1 1 2 4 $ 480 5.a.viii Conduct Final Completion Inspection 0 $ - S.a.viii.l Verify Completion of Punchlist Items 8 8 16 $ 2,720 5.a.viii2 Issue Certifcate of Final Completion 1 1 2 4 $ 480 S.a.viii.3 Issue Final Completion and Acceptance 1 1 2 4 $ 480 5.a.ix CoordinatewlConiradors-As-Builts 140 1 24 36 30 50 140 $ 17,460 5.a.x ProvideCirywithAs-Builts 4 4 8 $ 860 SUBTOTALSHTSIHOURS 140 70 158 14fi 50 54 6 424 SUBTOTAL $2,500 $33,970 $18,250 $5,500 $4,860 $420 $ 65,500 TOTAL HOURS 140 13 226 338 750 62 46 835 TOTAL LABOR FOR ALL TASKS $3,250 548,590 542,250 E16,500 E5,580 E3,220 E 179,390 DIRECTEXPENSES RetBS AnlOU�t TDLR Fees - Plan Review and Filing Fee $960.000 1 $ Mileage MI $0.505 7500 $3, Deliveries EA $15.00 80 $1, Rollplots SF $2.00 900 $1, Copies-lettedlegal EA $0.10 7500 $ Copies-11xt7 EA $0.25 1100 $ Copies-22x34 EA $0.75 14150 $10, Mylars-22z34 EA $12.00 30 $ TOTAL LABOR FOR ALL TASKS (above) CONSULTANT'S TOTAL FEE (this task) E119,390 $139,136 WSA Basic 13 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Additional Services Wilbur Smith Associates o. o ours er ota Task Description Sheets Sheet Principal Sr PM Task Mgr Sr Engr Engr CAD� AdminlClencal Hours Total Labor $250 $215 $140 $125 $110 $90 $70 7 Surveying i.a ProvideSurvey N/A 0 $ - 1.a.i Topographic p $ _ 1.a.ii New Boring Locations p g _ 1.b Acquisition Services p $ _ t.b.i Mefes & Bounds and Parcel Maps p $ _ 7.b.i.1 Owner's Information p g _ i.b.i2 Existing Improvemenis p g _ 1.b.i.3 Existing Permanent Improvements p $ - i.b.ii Absirecting p g _ i.b.iii Parcel Staking p g . i.c Consiruction p $ . i.c.i ROW staking p g . SUBTOTALHOURS 0 0 0 0 0 0 0 0 0 SUBTOTAL $0 $0 $0 $0 $0 $0 $0 $ - 2 Geotechnical Report 2.a Field Investigation & Lab Adivities p $ _ 2.a.i Design Recommendation (Life cycle analysis) 24 24 48 $ 7,800 2.a.ii Bonng Locations and Depihs p $ _ SUBTOTALHOURS 0 0 24 0 0 24 0 0 48 SUBTOTAL $0 $5,160 $0 $0 $2,640 $0 $0 $ 7,800 3 SWPPP 3.a Prepare SWPPP (1"=50' D61 Bank) p g . SUBTOTALHOURS 0 0 0 0 0 0 0 0 0 SUBTOTAL $0 $0 $0 $0 $0 $0 $0 $ - 4 Traffic Study and Engineering 4.a Traffc Signal Warrant Studies (2) 4 8 i6 8 36 $ 3,880 4.b Evaluation of Future Signal Needs (3) 4 8 16 8 36 $ 3,880 4.c Modify Signal Timing (Ezisting 8 Future) (4) 2 40 90 120 252 $ 30,550 Design Modifcations for Existing Signals (FM 1128) 4.d (1"=20') 8 1g 12 20 40 80 152 $ 15,780 Design for Future Signals (Harkey Rd, McLean Rd) 4.e (1"=20') 14 25 4 24 40 120 160 348 $ 36,960 Design of Temporary Signals (3 intersections, 3 phases 4.f (1"=20') 18 13 4 i6 i6 100 100 236 $ 25,240 4.g Identify Needed Modications to Tum Lanes 24 24 60 108 $ 12,960 SUBTOTAL HOURS 40 10 0 124 206 472 340 16 1166 SUBTOTAL $2,500 $0 $17,360 $25,750 $51,920 $30,600 $1,120 $ 129,250 WSA Additional 14 of 25 Bailey Road W. of FM 1728 to Veterans Fee Schedule Additional Services Wilbur Smith Associates o. o ouf5 er p(a Task Descnption Sheets Sheet Pnncipal Sr PM Task Mgr Sr Engr Engr CADD Admin/Clerical Hours Total Labor $250 $215 $140 $125 $110 $90 $70 5 Texas Department of Licensing 8 Review 5.a SubmitPlansforACCessibilityReview 4 8 12 $ 1,860 SUBTOTALHOURS 0 0 4 0 8 0 0 0 12 SUBTOTAL $0 $860 $0 $1,000 $0 $0 $0 $ 1,860 6 Subsurtace Utility Engineering 6.a Locate all Pipelines (Horiz. & Vert.) p g _ SUBTOTALHOURS 0 0 0 0 0 0 0 0 0 SUBTOTAL $0 $0 $0 $0 $0 $0 $0 $ - 7 Not Used p g _ SUBTOTALHOURS 0 0 0 0 0 0 0 0 0 SUBTOTAL $0 $0 $0 $0 $0 $0 $0 $ - 8 Public Open House 8.a Provide staff and materials (1 events) 4 8 4 8 4 12 40 $ 5,800 SUBTOTAlHOURS 0 4 8 4 8 4 12 0 40 SUBTOTAL $1,000 $1,720 $560 $1,000 $440 $1,080 $0 $ 5,800 9 Dreinage Study 9.a Review Previous Reports p $ _ 9.b Analysis p g _ 9.b.i Existing Conditions p § _ 9.b.i.1 HEC-HMS (Existing) p $ _ 9.b.i2 HEC-RAS (Existing) p $ _ 9.b.i.3 �uantify Existing Flood Slages and Flows p $ . 9.b.ii Proposed Conditions p g _ 9.b.ii.1 HEC-HMS (w/ Bailey Improvemenis) p g _ 9.b.ii.2 HEC-RAS (w/ Bailey Improvements) p $ _ 9.b.ii.3 Quanti(ylmpacis/BeneftstoCW100-00-00 p g . 9.b.ii.4 Simulate Klotz Culverts in SWMM p g . 9.b.ii.5 Quanilfy Flood Stages in Culverts p g . 9.b.iii Proposed Conditions (Max. Benefts) p g _ 9.b.iii.1 HEC-HMS (wl 8ailey Improvements & Maximize) p $ _ 9.b.iii.2 HEC-R4S (wl Bailey ImprovemenLS & Maximize) p g _ 9.b.iii.3 �uantifyAdditionalBeneftstoCW100-00-00 p $ _ 9.b.iii.4 Simulate Reduced Size CulveAS in SWMM p g _ 9.b.iii.5 �uanitfy Flood Stages in Reduced Culverts p g . 9.b.iv MemoSummarizin Results p g SUBTOTALHOURS 0 0 0 0 0 0 0 0 0 SUBTOTAL $0 $0 $0 $0 $0 $0 $0 $ - WSA Addilional 15 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Additional Services Wilbur Smith Associates o. o Hours er ota Task Description Sheets Sheet Pnncipal Sr PM Task Mgr Sr Engr Engr CADD AdmiNClerical Hours Total Labor $250 $215 $140 $125 $110 $90 $70 70 TrafficControl 3.b.iv Provide Work Sequencing Plans (All 1"=50') 0 $ - 3.b.ii. Phase I- Temp Widening from McClean to Veterans 4 25 4 56 20 20 100 $ 11,860 3.b.iii Phase II - Eastbound Lanes 15 24 15 175 90 80 360 $ 42,200 3.b.iii.1 Phase III - Westbound Lanes 15 24 15 175 90 80 360 $ 42,200 3.b.iiii2 PhaselV-Median/Landscaping 15 14 10 100 60 40 210 $ 24,850 Phase I-III (FM1128 8 Veterans) 6 26 6 60 50 40 156 $ 17,890 0 $ - SUBTOTAL HOURS 55 0 50 0 566 310 260 0 1186 SUBTOTAL $0 $10,750 $0 $70,750 $34,100 $23,400 $0 $ 139,000 TOTAL HOURS 95 14 86 128 788 870 612 i6 2454 TOTAL LABOR FOR ALL TASKS SO E3,500 $18,490 517,920 598,500 E89,100 355,080 E7,120 f 283,710 TOTAL LABOR FOR ALL TASKS DIRECT EXPENSES Mileage Deliveries Couner Roll plats Copies - letterllegal Copies - 11 x 17 Copies - 22x34 Mylars - 2Dc34 Peak Hour Tuming Movement Counts Rights 8 Lefl Tum Counis (PM Peak only) 24-Hour Counts 24-Hour CounGS - Classifed TOTAL DIRECT EJ(PENSES TOTAL LABOR FOR ALL TASKS (above) CONSULTANT'S TOTAL FEE (this task) EA $40.00 5 5283,710 $291,853 WSA Additional 16 of 25 _ _EA $500.00 4 - _ _ —____. . .____- -________ _____________ EA $350.00 10 Bailey Road W. of FM 1128 to Veterans Fee Schedule All Services IDC Associates IDC 17 of 25 Bailey Road W. of FM 1128 to Veterens Fee Schedule All Services IDC Associates IDC 18of25 Bailey Road W. of FM 1128 to Veterans Fee Schedule All Services IDC Associates IDC 19 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Basic Senices Dannenbaum Engineering Corporation o. o ours er ota Task Description Sheets Sheet Principal Task Mgr Sr Engr Engr Engrg Assoc CADD Admin/Clencal Hours Total Labor $250 $200 $170 $115 $95 $85 $65 1 Planning Phase Services 1.a Atlend Meetings 0 $ - 1.a.i City (3 Meetings) 9 3 3 15 $ 2,655 i.a2 Exlernal Agencies (2 Meetings) 6 3 9 $ 1,710 i.b Compile Existing Project Info 4 4 4 12 2 26 $ 3,090 i.c Provide I Praure Add'I Info p $ - i.c.i Surveyor&Plans 8 8 i6 $ 1,600 i.c.ii Geotechnical ConsulWnts 0 $ - i.c.iii Environmental ConsulWnts 0 $ - i.c.iv As-BuiA Information 4 8 12 $ 1,440 SUBTOTALHOURS 0 19 14 15 8 20 2 78 SUBTOTAL $0 $3,800 $2,380 $1,725 $760 $1,700 $130 $ 10,495 2 PER Phase Serviees 2.a Attend Meetings (4 Meetings) 12 6 6 2 26 $ 4,240 2.b Review Klotz PER p $ _ 2.c Prepare Technical Review Summary Consisting of: $ - 2.c.i Exec. Summary, Altem. & Recommend. 12 4 16 $ 2,300 2.c.ii Align.&TopoSurveys p $ . 2.c.iii Dreft Geotechnical Reporl p $ - 2.c.iv Prel. Honzontal & Vertical Alignment (Half Size) 0 $ - 2.c.v Preliminary Design p $ _ 2.c.v.1 Drainage Area Maps 8 Flows p $ - 2.c.v.1.1 WatershedMap-1"=4,000' 1 20 2 4 2 12 20 $ 2,010 2.c.v.12 Overall Drainage Area Map - i" = 2,000' 1 18 2 4 2 10 18 $ 1,840 2.c.v.1.3 Drainage Area Map - 1"- 40' 15 12 2 6 50 30 90 178 $ 17,670 2.c.v2 Prelim. Drainage Design $ - 2.c.v2.1 Storm Sewer Calculations 6 16 160 40 60 284 $ 31,620 2.c.v22 Storm Sewer Plan and Profle -1"= 20' 30 12 6 24 90 60 190 370 $ 37,480 2.c.vi Preliminary Parcel Map (Add'I Serv.) p $ - 2.c.vi.1 Review Existing Easements & ROW 0 $ - 2.c.vi2 Review Proposed Easements & ROW 0 $ - 2.c.vi.3 Req'ts with Owner's Info p g _ 2.c.vi.4 Parcel Owner's Info p g _ 2.c.vi.5 Review Existing Improve. & Update p $ - 2.c.vi.6 Review Exist. Perm. Improve & Updale p $ - 2.c.vii IdenlRy Pnvate Utility Conflicts p $ . 2.c.viii Review and Update Estimate from PER 2 2 12 12 8 4 40 $ 4,200 2.d Address Cily Comments and Resubmit Final 2 4 8 8 4 26 $ 2,940 2.d.1 QA/QC Submitlal Review 30 % 4 8 24 8 24 68 $ 9,640 2.d2 Address Comments by Ciry 30 % 2 6 14 i6 24 8 70 $ 8,480 SUBTOTAL HOURS 47 6 46 112 358 146 426 22 1116 SUBTOTAL $1,500 $9,200 $19,040 $41,170 $13,870 $36,210 $1,430 $ 122,420 DEC Basic 20 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Basic Services Dannenbaum Engineering Corporation No. o ours er ota Task Description SheeGS Sheet Principal Task Mgr Sr Engr Engr Engrg Assoc CADD AdminlClerical Hours Total Labor $250 $200 $170 $715 $95 $85 $65 3 Design Phase Services 3.a Attend Meetings (6 Meetings) 18 9 9 4 40 $ 6,425 3.b Prepare Plans 0 $ - 3.b.i Include Design ElemenGS 4 4 2 10 $ 1,270 3.b.i.1 General Notes 4 4 8 $ 800 3.b.i2 PrepareOverallDrainageAreaMap(1"=2,000') 1 8 4 4 8 $ 800 Prepare Drainage Area Maps for Storm Water 3.b.i.3 S stems 1"=40' S 6 1 2 4 4 16 4 31 $ 3,650 3.b.i.4 100-Year Sheet Flow 2 z4 4 8 i6 4 12 4 48 $ 5,660 3.b.i.5 Prepare Hydraulic Calculation Sheets 8 4 1 1 2 20 10 34 $ 3,940 3.b.i.6 Prepare Drainage Plan and Profile (1"=20') 0 $ - 3.b.i7 Prepare Drainage Lateral Profiles (1"=20') 0 0 0 0 0 0 0 $ - 3.b.i.8 Special Ditch Profiles 3 20 4 8 24 24 60 $ 5,920 3.b.i.9 Prepare Drainage OuHall Layouts (1 "=100') 2 39 2 20 20 36 78 $ 7.600 3.b.i.10 Prepare Drainage Outlall Details 2 25 10 16 24 50 $ 4,710 3.b.i.11 Prepare Drainage Standard Sheets 9 3 4 4 4 i6 28 $ 2,880 3.b.i.12 Junciion Box @ Veterens 1 84 4 30 i6 4 30 84 $ 10,670 Bailey Road P8P Sheets (1"=20') (incl Sim Swr) 70 27 2 24 40 40 80 80 266 $ 31,100 Intersecting Street P8P (FM1128) 2 28 4 4 12 20 16 56 $ 6,120 InterseQion Layout Sheets (1"=20') 3 23 1 6 4 8 30 20 69 $ 7,600 3.h.ii. SupplemenfalSpecifcations 2 ifi 4 22 $ 2,440 3.b.iii Prepare Engineers Cost Estimate (60%, 90%, Final) 4 4 24 30 4 66 $ 7,430 3.b.iii.1 Calculate Drainage Quantities 53 4 8 30 30 70 50 168 $ 21,050 3.b.iiii2 Prepare Summary of Drainage �uantities Sheet 2 6 2 2 8 12 $ 1.100 3.b.iv Provide Work Sequencing Plans 2 36 4 30 2 36 72 $ 7,380 3.b.v Provide 3 Sels of Deliverables (22" x 34") 4 8 4 i6 $ 1,320 3.b.vi Submit 60% and 90% Plans to Private Utiliry 0 $ - 3.b.vii Coordinate Submitlals with Other Entities 6 4 2 12 $ 1,610 3.b.viii Coordinate wl Private Development 4 4 $ 460 3.c Prepare Bid Package 12 4 16 $ 2,300 3.c.1 QA/�C Submittal Review 60% 4 16 i6 8 24 68 $ 9,880 3.c2 Address Comments by City 60% 0 $ - 3.c.3 QA/�C Submittal Review 90% 4 16 16 8 24 68 $ 9,680 3.c.4 Address Comments by City 90% 0 $ - 3.c.5 100% Submittal 4 i6 i6 8 24 68 $ 9,880 3.d Provide All Final Reports to City (6 Copies) 4 8 8 4 8 32 $ 3,220 3.e One Set of Half Size (17" x 17") 4 4 2 10 $ 970 SUBTOTAL HOURS 105 17 123 225 325 338 462 34 1524 SUBTOTAL $4,250 $24,600 $38,250 $37,375 $32,110 $39,270 $2,210 $ 178,065 DEC Basic 21 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Basic Services Dannenbaum Engincering Corporotion o. o ours er ota Task Description SheeGS Sheet Pnncipal Task Mgr Sr Engr Engr Engrg Assa CADD AdminlClencal Hours Total Labor $250 $200 $170 $115 $95 $85 $65 5 Construction Phase Senices S.a Construttion Administralion 0 $ - S.a.i Attend Pre-Construction Meeting p $ - S.a.ii Provide 3 Plans Sets to Contrador (22" x 34") 0 $ - 5.a.iii Attend Monthly Meetings 0 $ - 5.a.iv Coniractor Submittals, Proposals, RFI 8 RCO 8 16 8 8 40 $ 5,760 5.a.v Provide Interpretive Guidance p $ - S.a.vi Signal Timing Plans p $ - S.a.vii Substantial Completion Inspection p $ - 5.a.vii.1 Review of Progress p $ - S.a.vii.2 Punch List p $ - 5.a.vii.3 Substantiate Completed Items 0 $ - 5.a.vii.4 Issue Certificate of Substantial Completion 0 $ - 5.a.viii Conduct Final Completion Inspection 0 $ - S.a.viii.i Venfy Complelion o( Punchlist Items p $ - S.a.viii2 Issue Cedifcate of Final Completion 0 $ - S.a.viii.3 Issue Final Completion and Acceptance p $ - S.a.ix CoordinatewlContradors-As-Builts 24 36 30 50 140 $ 16,040 S.ax Provide City with As-Builts 0 $ - SUBTOTALHOURS 0 0 32 i6 44 30 50 8 180 SUBTOTAL $0 $6,400 $2,720 $5,060 $2,850 $4,250 $520 $ 21,800 TOTAL HOURS 152 23 220 367 742 522 958 66 2898 TOTAL LABOR FOR ALL TASKS E5,750 $44,000 E62,390 E65,330 549,590 E81,d30 54,290 S 332,780 DIRECT E7(PENSES Mileage Deliveries Roll plots Copies - lefledlegal Copies -11 x 17 Copies - 22x34 Mylars - 22x34 YNlfi1��71:7YNi TOTAL LABOR FOR ALL TASKS (above) CONSULTANTS TOTAL FEE (this Wsk) MI Rates Amount N 00 $1 $1 E332,780 $336,186 DEC Basic 22 of 25 Bailey Road W. of FM 1128 to Veterens Fee Schedule Additional Services Dannenbaum Engincering Corporation No. of Hours Per Total Task Description Sheets Sheet pnncipal Task Mgr Sr Engr Engr Engrg Assoc CADD Admin/Clerical Hours Tolal Labor $250 $200 $170 $1i5 $95 $85 $65 6 Public Open House S.a Provide staff and materials (1 event) 4 4 4 2 74 $ 1,950 SUBTOTALHOURS 0 0 4 4 0 0 4 2 14 SUBTOTAL $0 $800 $680 $0 $0 $340 $130 $ 1,950 9 Drainage Study 9.a Review Previous RepoAS 2 6 4 1 15 $ 2,285 9.b Analysis 0 $ - 9.b.i Existing Conditions 0 $ - 9.b.i.1 HEC-HMS (Existing) 4 8 12 $ 1,600 9.b.i2 HEC-RAS (Ezisting) 2 4 6 $ 800 9.b.i.3 Quantify Existing Flood Stages and Flows 1 2 6 9 $ 1,230 9.b.ii Proposed Condition5 0 $ - 9.b.ii.1 HEC-HMS (wl8ailey Improvements) 4 12 16 $ 2,060 9.b.ii.2 HEC-R4S (w/ Bailey Improvements) 4 8 12 $ 1,600 9.b.ii.3 �uantifylmpact�/BeneftstoCW100-00-00 1 2 4 7 $ 1,000 9.b.ii.4 Simulate Klotz Culverts in SWMM 4 40 44 $ 5,280 9.b.ii.5 �uantify Flood Stages in Culverts 1 2 4 7 $ 1,000 9.b.iii Proposed Conditions (Max. Benefis) 0 $ - 9.b.iii.1 HEC-HMS (wl Bailey Improvements & Maximize) 6 i6 22 $ 2,860 9.b.iii2 HEC-RAS (w/ Bailey Impmvements & Maximize) 8 8 i6 $ 2,280 9.b.iii.3 QuantifyAdditionalBenefitstoCW100-00-00 1 2 4 7 $ 1,000 9.b.iii.4 Simulate Reduced Size CulveAS in SWMM 2 12 14 $ 1,720 9.b.iiiS �uanitfy Flood Stages in Reduced Culverls 1 2 4 7 $ 1,000 9.b.iv MemoSummarizin Resulis 2 8 12 16 4 42 $ 4,760 SUBTOTAL HOURS 0 0 9 60 146 0 16 5 236 SUBTOTAL $0 $1,800 $10,200 $16,790 $0 $1,360 $325 $ 30,475 TOTAL HOURS 0 0 13 64 146 0 20 7 250 TOTAL LABOR FOR ALL TASKS EO 52,600 E10,880 E16,790 EO $1,700 $455 E32,425 TOTAL LABOR FOR ALL TASKS .._...._......_..._........_........_._...._..__...._........__......_........_......_......_......_........_........_........._......_........__......_.........._...._.._.._.. DIRECTEXPENSES Rates Amount U2 Copies - let Copies Copies Mylars DIRECT EXPENSES TOTAL LABOR FOR ALL TASKS (above) E32,425 CONSULTANTS TOTAL FEE (this task) $32,656 DEC Additional 23 of 25 Bailey Road W. of FM 1128 to Veterens Fee Schedule Additional Services Clark Condon Associates No. of Hours Per Total Task Desuiption Sheets Sheet Principal Sr. Associate rojed Manag st. Projed M Project Stafl Admin IClerica Engrg Assoc Hours Total Labor $150 $115 $100 $75 $65 $55 $706 1 Schematics 1.a Attend meetings 2 6 8 $ 990 1.6 GatherCirysexistinginfortnation 8 8 6 i6 40 $ 3,360 1.c Provide additional infortnation 8 12 6 28 $ 2,220 1.tl Coordinate location of landscape & imgation 5 6 10 6 27 $ 2,315 Prepare 8 submit 30% schematic tlrawings, i.e 1"=20'-0" 32 2 2 i6 8 20 i6 4 66 $ 5,700 1 f Coordinate wilh engineer 8 8 i6 $ 1,720 SUBTOTAL HOURS 4 43 38 50 46 4 0 185 SUBTOTAL $600 $4,945 $3,800 $3,750 $2,990 $220 $0 $ 16,305 2 Design DeveloDmenl Coortlination with utilily companies and pnvate developers. PrepareSnalplansatl"=20'-0", 2.a tleWils, specs 32 7 4 24 60 60 60 8 216 $ 18200 2.b CoorUination meetings-6 total 15 15 $ 1,500 0 $ - 0 $ - 0 $ - 0 $ - SUBTOTAL HOURS 4 24 75 60 60 8 0 231 SUBTOTAL $600 $2,760 $7,500 $4,500 $3,900 $440 $0 $ 19,700 3 Bitl Phase Services 3.a Coortlinatewithengineer 4 8 12 $ 1,260 3.b Atlentl D�e-bitl meeting 4 4 $ 400 3.c Respondromnuactorquestions 6 6 $ 600 0 $ - 0 $ - 0 $ - SUBTOTALHOURS 0 4 18 0 0 0 0 22 SUBTOTAL $0 $460 $1,800 $0 $0 $0 $0 $ 2,260 4 Construction Phase Senices 4.a ConstmctionAdministretion 8 120 8 136 $ 13,360 4.b RecorADrawings 8 20 28 $ 2,100 0 $ - 0 $ - 0 $ - 0 $ - SUBTOTALHOURS 0 8 128 0 20 8 0 764 SUBTOTAL $0 $920 $12,800 $0 $1,300 $440 $0 $ 15,4fi0 TOTAL HOURS 8 79 259 710 126 20 0 602 TOTAL LABOR FOR ALL TASKS 5�,200 E9,085 525,900 58,250 58,190 51,100 SO 553,725 Clark Condon Landscape 24 of 25 Bailey Road W. of FM 1128 to Veterans Fee Schedule Additional Services Clark Condon Associates No. of Hours Per Task Description Sheets Sheet Sr. Associate Staff TOTAL LABOR FOR ALL TASKS ._..........__...._......__...._............_...._.._.._............__...._.._...."'.._.._......._...._ ..............__...................._....._........_........__......_.... DIRECT EXPENSES Rates Amount Di R Copies - let Copies Copies - Mylars TOTAL LABOR FOR ALL TASKS (above) CONSULTANT'S TOTAL FEE (this task) $152 $225 $720 $19 $32 $3,150 $1,925 $0 56,223 E53,725 $59,948 Assoc I Hours � Total Clark Condon Landscape 25 of 25 Bailey Road Widening 1000' W. of FM 1128 to Veterans Fee Schedule Wilbur Smith Associates Hourly Labor Rate Contract Rate Staff Category Labor Mu/tiplier* 3.10 Principal $80.65 $250.00 Senior Project Manager $69.36 $215.00 Task Manager $45.17 $140.00 Senior Engineer $40.33 $125.00 Engineer $35.49 $110.00 CADD $29.04 $90.00 Administrative/Clerical $22.59 $70.00 ' Labor multiplier of 3.10 includes ove�head and profit CITY OF PEARLAND - BAILEY ROAD IDC LABOR RATES 6/1 /2008 RATE/HR CLASSIFICATION RAW BILLING Principal $65.00 $195.00 Deputy Project Manager $63.00 $189.00 Senior Project Engineer $60.00 $180.00 Project Engineer $34.00 $102.00 Designer $30.00 $90.00 CADD Tech $25.00 $75.00 Clerical $20.00 $60.00 Billing Multiplier: 3.0015 DANNENBAUM ENGINEERING CORPORATION SCHEDULE OF HOURLY SALARY COST AUGUST, 2008 CLASSIFICATION Admin/Clerical CADD Engineering Associate Engineer Senior Engineer Task Manager Principal SALARY COST PER HOUR NOTE: The above rates are fully loaded rates. Dannenbaum Engr. Corp. multiplier is 3.25. 65.00 85.00 95.00 115.00 170.00 200.00 250.00 I:\General\Newton\Cost proposals\Bailey Road\Version 4 after City comments third time\DEC rate schedule.xls � C. L. DAVIS & COMPANY LAND SURVEYING 1500 Winding Way Friendswood, Texas 77546 281.482.9490 FAX 281.482.1294 cldavis(cilcldaviscompanv.cotn August 8, 2008 Mr. Tim C. Newton, P.E. Wilbur Smith Associates 9800 Richmond Avenue, Suite 400 Houston, Texas 77042 Re: City of Pearland - Bailey Road Project From 1500' west of F.M. 1128 to Veterans Road Proposal No. 2008-090 Dear Mr. Newton: Our proposal for land surveying services for the above referenced project is as follows: FOLLOWING ITEMS BASED ON MAIN SCOPE AS OUTLINED BY SCOPE OF SURVEYING SERVICES: 1. Re-establish horizantal and vertical control originally set in 2002 and re-established in 2006 using GPS, Conventional Traverse and Differential Leveling .................................................................................................................. $6,400.00 2. Up-date Topographic and Utiliry Investigation Survey original prepared in 2002 and up-dated in 2006 (Previous Survey ertend approximately l00' north and south ofeach intersection) (Approximately I5,000) .................................................. $29,250.00 3. Topographic and Utiliry Investigation Survey on Bailey Road from F.M. 1128 west 1,500' ............................................................................................................................. $5,200.00 4. Establish existing north and south right-of-way lines of Bailey Road fram F.M. 1128 to west I,500' ........................................................................................................ $1,500.00 5. Preparation ofRoute Surveys for additional right-of-way taking along Bailey Road from 1,000' west of F.M. 1128 to Veterans (Fee includes parcel plat, lega! descriptdons, monumentation of each tract and over-all exhibit) (Estimated 55 parcels and 4 corner clips) (Parcel caunt based on ownership as shownnn 2006 up-dated survey) .......................................................................................... $94,400.00 6. Abstracting (Top Results Title Services will provide current ownership for Approximately 85 Tracts. This includes ownership along Bailey Road from 1,500' West ofF.M. 1128 ta Veterans) ................................................................................ $IS,000.00 S�rUe�iv�.9 t6i-e C�rea-t Sta,te af Tex�cs far,ZO �e�crs CLD 2008-090 CotP - Bailey Road from 1500' W of FM 1128 to Veterans.doc Mr. Tim C. Newton, P.E. Proposal No. 2008-090 August 8, 2008 Page 2 7. Coordinate Project with Design Team ................................................................................... $1,500.00 8. Preparation ofHorizontal and Vertical Control Sheets ....................................................... $6,200.00 9. Stake Control Baseline (Fee includes staking beginning, end and points on Tangent Sectian at 1,000' Stations) ....................................................... 10. ConvertAutoCAD drawing to Microstation Version 8 and create.dtm and.tin Files..............................................................••••••••••••••••••••••••••••...............-----°------- ll. Topographic and Utiliry Investigation Survey on 500' north and south of BaileyRoad at F.M. 1128 ................................................................................ $4,500.00 $850.00 $3, 000.00 TotalAmount ofProposal (Lump Sum) ................................................................................. $167,800.00 POSSIBLE ADDITIONAL TASKS: I. Preparation of Route Surveys for additional right-of-way taking along the north side of Bailey Road within West Lea Subdivision (Fee includes parcel plat, legal descriptions and monumentation ofeach tract) (Estimated l4 parce[s) ........................................................................................................... $21,000.00 Any changes or revisions in the scope of the project after authorization to proceed will be billed on an hourly basis as described below: . Principal • Registered Professional Land Surveyar (RPLS) • TechnicallCAD • Three-man field crew . Data Collector • Clerical $150.00 $100.00 $95.00 $120.00 $40.00 $55.00 All surveying services are under the jurisdiction of the Texas Board of Land Surveying: 7701 North Lamar, Suite 400; Austin, Texas 78752; phone number: 512-452-9427. Any complaints about surveying services should be sent to the above address to the attention of Complaints Officer of the Board. Thank you for the opportunity to submit this proposal and we look forward to working with you. Sincerely, Approved & Accepted C. L. Davis, R.P.L.S. Mr. Tim C. Newton, P.E. Date Wilbur Smith Associates S�r.�rUe�ivc9 tGtie C�reat State af Texa,s�ar,ZO �ears CLD 2008-090 CofP - Bailey Road from I500' W of FM 1128 to Veterans.doc SAM =� SI�YlYIIW ��EpY MY,IN6.flIWMFEtlY6 July 31, 2008 16770 Imyerial Valley, Suite 1 I S HaWan, Teus 77060 IXc 281.481.9300 Fa 261.E81.9308 samesaminc.bi: www.saminc.6ii EmaiL tnewton(aiwilbursmith.com Hardcopy to Follow Mr. Tim C. Newton, P.E. Director of Design Division Wilbur Smith Associates 9800 Richmond Ave. Suite 400 Houston, TX 77042 RE: Bailey Road Improvements, Pearland, TX Subsurface Utility Engineering (SUE) Services SAM, Inc. No. P2008-00379 REVISED Dear Mc Newton: Surveying And Mapping, Inc. (SAM, Inc.) gready appreciates this opportunity to provide you with Subsurface Utility Engineering (SUE) services for [his important project. The following scope of services is based upon our understanding of the project and the information provided to us. 1. PROJECT UNDERSTANDING It is our understanding that the project is located in Pearland, Texas and consists of the following: 1.1 The project limit is along Bailey Road starting immedia[ely wes[ of the Veterans Road intersection and ending approximately 1,000 linear feet west of the FM 1128 intersection. This project consists of providing qualiry level B(QL-B: identify, locate and map existing utilities) and qualiry level A(QL-A:Test Hole) subsurface utility engineering services . 1.2 The Bailey Road project is approximately 2.5 miles in length and is an exis[ing two (2) lane pavement section with barzow ditched on both sides for drainage. 13 Based upon a site visit, the visible existing u[ility surface features that were evident within the projec[ limits indicate that the following underground utilities systems exist: petroleum pipeline, natural gas, electric, and telecommunications (including fiber optic) systems. 1 A The scope of service for this project is to provide the following: 1.4.1 QL-A services to uncover the top of pipe on the petroleum pipelines only. A[est hole will be provided for the following pipelines: • Houston Pipeline Company (2 Test Holes — one on each side of the roadway), • Seminole Natural Gas PL Company (2 Tes[ Holes — one on each side of the roadway), and • TEPPCO petroleum pipeline (2 Tes[ Holes — one on each side of the roadway). There are a total of 6 tes[ holes projected for this project. 1.4.2 QL-B services to identify, locate and map the approximate horizo�tal location of the following utilities: Page 1 of 4 1:\Geneval W ewmn�COSt proposals\Bafley Road\V ersion 4 nflev City commems [M1ird iime\SAM Bnlley Road SOS_"H I ON.doc SAM �N�. WNFYIM4MEPILL MYMN64MGIMEEtlIW • An existing Cen[erpoint 4" diameter gas pipeline crossing Bailey Road along the east right-of-way (ROW) of FM ] 128, • An existing Cen[erpoint 4" diameter gas pipeline crossing Bailey Road at the McLea� in[ersec[ion, and • Three (3) fiber optic AT&T communication lines crossing Bailey Road at [he McLean, Hazkey and Veteran Drive intersections. 1.5 Wilbur Smith Associates will provide an electronic file of recent 2D planime[ric mapping of the project areas requiring QL-B and QL-A services. This file will be used as background information for the SAM, Inc. deliverables on this project. 1.6 SAM, Inc. will prepare and process right-of entry letters for a maximum of six (6) property owners for the sole purpose of accessing their property to excavate the test holes as previously lis[ed. This service includes identifying the property owners and the preparation and processing the right-of-en[ry letters to obtain access approval. 1.7 SAM, Inc. will use existing horizontal and vertical control as provided by Wilbur Smith Associates for preparing the test hole reports. The scope of services for this projec[ does not include SAM, Inc. establishing and/or re-establishing existing horizontal and vertical control. 1.8 It is assumed by SAM, Inc. that excava[ion permits are not required by [he City of Peadand for this project since all vacuum excavation activi[ies will be within the right-of-way of Bailey Road; but, not within the pavement areas. 1.9 The location of the [est holes will require [raffic con[rol services for closing one lane of Bailey Road during vacuum excavation operations. SAM, Inc. will provide these services through United Rentals. 2. SERVICES TO BE PROVIDED SAM, lnc. will provide the following Subsurface Utility Engineering (SUE) services for this project: 2.1 Quality Service Level D(QL-D) — This level of service is inclusive of QL-B services and consists of the collection of existing utiliry record informatio� (as-buil[) from AT&T and Centerpoint. 2.2 Quality Service Level C(QL-C) — This level of service is inclusive of QL-B services and consists of field locating to obtain accura[e horizontal position of visible utility surface features for all of the u[ility systems requiring QL-B services. 23 Quality Service Level B(QL-B Designating Services) - Designa[e is [o indicate, by marking with paint, the presence and approximate horizontal loca[ion of subsurface utilities using geophysical prospecting techniques, including, without limita[ions, electromagnetic, sonic aud acous[ical techniques. SAM, Inc. will provide the following designating services to aid the Client in the design of site, righFOf-way, construction plans or project development plans, or for other purposes as agreed to by the parties. SAM, Inc. will: 1. Provide all equipment, personnel and supplies required for performing designating services. SAM, Inc. shall determine which equipment; personnel and supplies are required to perform designating services. Page 2 of4 I:�ceneralwewron�cos� prono+a�s�ezJey Roza�version a eRer ciry comments mim tlmeVSnM anflry Roza sos_931on.doc SAM �N�. LIMYIM4•4FMLL MIMIX6•lNGINlItlMG 2. Conduc[ appropriate investigation of site conditions. 3. Designate the approximate horizon[al location of the exis[ing utilities within Che projec[ limits as previously described in the Projec[ Understanding sec[ion of this contract. 4. Mark with paint the approximate horizontal position of the utilities on the ground [o be surveyed. 5. Mazkings on the ground are to be used for design purposes and not for construction excavation purposes. The use of information provided does not relieve any contractor from the duty to comply with applicable utility damage prevention laws and regulations, including, but not limited [o, giving notification to utility owners or `bne-calP' centers before excavation. 6. The accuracy of subsurface data can be influenced by factors beyond our control, such as conductivity of materials and [heir surroundings, soil mois[ure content, proximity of other underground utilities or structures, depth of utility, etc. Therefore, only the accuracy of data obtained by actual physical verification (through vacuum excavation or otherwise) can be guaranteed [o applicable engineering and/or surveying standards. 7. SAM, Inc. will provide all SUE services to the prevailing standard of care applicable in the Subsurface U[ility Engineering profession. 2.4 Quality Service Level A- Locating (Tes[ Hole) Services - Locating services is to locate the accurate horizontal and vertical posi[ion of subsurface utilities by excava[ing a tes[ hole using vacuum excavation [echniques and equipment that is non-destructive to utilities. In performing locating (test hole) services, SAM, Inc. will: 1. Provide all equipment, personnel and supplies required to perform locating services. SAM, Inc. shall determine which equipment, personnel and supplies are required to perform such services. 2. U[ilize existing records and designa[ed utilities a[ the si[e and investigate site conditions. 3. Excavate test holes to expose the utility to be measured in such a manner that ensures the safety of the excava[ion and the integrity of the utility to be measured. In performing such excavations, SAM, Inc. shall comply with applicable utility damage prevention laws and coordinate with u[iliry inspectors, as required. Excavations will be performed using specially developed vacuum excavation equipment that is non- destructive to existing facili[ies. If contaminated soils are discovered during [he excavation process, SAM, Inc. will so notify the Clien[. 4. Investigate, evaluate, measure and record a) actual dep[h to top of utility referenced [o a mazker installed directly above the cen[erline of [he exposed utility s[ructure and b) ou[side diameter of utility and configuration of non-encased, mul[i-condui[ systems. 5. Furnish and install markers dicectly above the centedine of utility structure and in each excavated test hole. 6. Backfill around the exposed facility using the excavated materials. Excavations will be backfilled and compacted in lifts. Compac[ion will comply with permit requirements. 7. Provide permanen[ restora[ion of pavement wi[hin limits of original cut. When test holes are excavated in areas other than roadway pavement, these disturbed areas shall be restored as nearly as reasonably possible to the condition that existed prior to excavation. 8. Evaluate and compare field information with utility information described in u[ility records and resolve conflicts. Page 3 of 4 I:\General\Newton\Cost proposalsU3ailey RoadNersinn 6 after Ciry cummenn third time\SAM 6ailey Road SOS "1310N.tloc SAM �M�. WNFYIM4•AFPIII M11%M6•[MGIIIFEWMG SAM, Inc. will provide all services to the standard of care applicable in the subsurface engineering profession. The services will meet or exceed the standazd guidelines of ASCE GI 38-02 circular for "Standard Guideline For The Collection And Depiction Of Existing Subsurface Utility Data". 4. PROJECT DELIVERABLES: 4.1 Two (2) hardcopy sets of test hole reports for each excavation signed and sealed by a registered Texas Professional Engineer. 4.2 Two(2) sets of colored plan sheets at a 1'= 50' scale on 24"x 36" sheets. 4.3 Two (2) sets of electronic files on CD-ROM with PDF files of collected record information. 5. FEE SCHEDULE: SAM, Inc. will provide the services described above as follows: 51 Test Hole Services provided on a Lump Sum basis $16,200.00 5.2 Quality Level B Services provided on a Lump Sum basis $ 6,800.00 53 Traffic Con[rol for Test Hole Service on an Lump Sum basis $ 3.000.00 Total Fee: $26,000.00 Thank you for having Sam, Inc. on your team to provide subsurface utility engineering services. We are looking forward [o working wi[h you and your staff on this importan[ project. If there are any questions concerning the information presented or if we can be of additional assistance, please feel free to contact us. If [his scope of services with associated fee is acceptable, please provide us with a notice to proceed on this impoRant project. Sincerely, Patrick R. Via, P.E. Principal Page 4 of 4 �nc;e�e.�iwew�oo�co:i p�opo�nis�e�ue rtoaa�ve.s�o� a ena c�ry �o��ne�rs m�re ume�snm a��io soad sos_v�wn.m� ASSOCIATES June 25, 2008 (Revised July 21, 2008) Ms. Cara Nesby Projects Department — Project Manager City of Pearland 3519 Liberty Drive Pearland, Texas 77581 Re: Geotechnical Investigation and Pavement Analysis Bailey/Oiler Road Improvement Project Pearland Mobility and Drainage Program Owner: City of Pearland HVJ Proposal No.: O1-187GFI-2 (BG-2) Dear Ms. Nesby: Houston Austin Dal las San Anion io 6120 S. DalryAshford Rd. Houston,TX 77072-1010 281.933.7388 Ph 281.933.7293 Fax www.hvJ.com HVJ Associates, Inc. is pleased to submit this revised proposal for the above project. This proposal outlines our understanding of the project and our approach for providing a geotechnical study for the proposed Road. The proposal is revised to include an asphalt pavement design altemative and life cycle cost comparison between concrete and asphalt pavements. The project includes construction o£ four-lane concrete roadways with curbs and gutters along Bailey Road from 1000 feet west of FM 1428 to Veteran's Road in Pearland, Texas. A previous geotechnical investigation was performed for the project by HVJ Associates (HVJ Repart No. Ol- 187GF I-2) and a draft geotechnical report was submitted to Turner Collie & Braden, Inc. in May, 2003. Our current scope will include providing geotechnical recommendations for the installation of storm sewers alon� the proposed alignment based on our previous borings drilled at the site, design an asphalt pavement alternative, perform a life cycle cost comparison for a concrete paving structure and an asphalt paving structure, and submit a final signed and sealed engineering report documenting the results. We will finalize the repart based on the information we have from the e�cisting borings only. If it is required to increase the number of borings, an additional geotechnical investigation will be performed at an additional cost. Scope of Work The purpose of this study is to provide Foundation recommendauons for the proposed storm sewers, design one asphalt pavement section alternaave, and perform a life cycle cost comparison For one concrete and one asphalt pavement section. The asphalt pavement design and the life cycle cost analysis will be performed using the AASHTO DARWin computer program, based on a 40 year life cycle and a 20-year initial performance period. We expect to complete this assignment in about three weeks following our receipt of your written notice to proceed. Ms. Cara Nesby O1-187GH-2 (BG-2) June 25, 2008 (Revised July 21, 2008) Fees and Conditions Based on the scope of work outlined, the lump fee for geotechnical services is $7,090. Our credit terms are net 30 days. Our fee is based on the assumption that the following information will be provided to us by the City of Pearland: • The concrete pavement section to be included in the life cycle cost analysis, From which the associated traffic will be selected for the asphalt pavement design (one of the four concrete thickness options and associated ESALs provided in the draft report) • Project length (mi), number of lanes in each direction and lane width • Unit prices for initial construction of both pavement sections (no drainage costs included, assuming curb and gutter for both options) • Confirmation of typical inidal perFormance period (time in years to major rehabilitation) for asphalt and concrete pavements based on possible values from HVJ • Confirmation o£ annual maintenance cost per lane mile for asphalt and concrete pavements based on potential numbers from HVJ • Confirmation o£ typical rehabilitation types and associated performance periods for asphalt and concrete pavements (i.e. overlay; mill and overlay; slurry seal; full depth repair; joint reseal; etc.) based on options from HVJ Insurance certificates veri£ying HVJ Associates' general liability, auto, worker compensation, and errors and omissions insurance coverage, listing the City of Pearland as a certificate holder, will be provided upon request. If this proposal meets with your approval, please sign and complete the indicated spaces below and forward a copy of the proposal to us. I3VJ Associates, Inc. is pleased to be of service on this project. Please contact us if you have any questions or require additional information. Sincerely, HVJ ASSOCIATES, INC. Digitally eignetl by MicM1ael Nasen DN: m=MicFael Hasen, o=HVJ �/L�� Azmclaces,lnc,ou, ' mai�=mM1asen@hvj.mm.r—US Dare�. ]00808.8 09:19:00 -OS00' Michael F3asen, PE Executive Vice President MH/LB/HE/SV:pc Agreed to this day s T;c�e: Firm: Date to Start Work: �• '' II' 11• 1 1 1 � �• � � � �� • 11 11� � � 11 � • Phase 1- Planning 01SEP08 29SEP08 Phase 2- Preliminary Engineering Report (PER) 30SEP08 28NOV08 � Phase 3- Design O1DEC08 300CT09 Phase 4- Bid Phase 02NOV09 30NOV09 � Phase5-Construction 01DEC09 OtJUN11 • •' RoadwayConstruction 01DEC09 01JUN11 Start date 01SEP08 � Eady bar Finish date 01JUN11 � Progress bar Data date o�sePoa City of Pearland i Criliral bar Run date 13AUG08 Pa enumber �a, Bailey Road Widening �Summarybar O Primavera S stems Inc. ♦ Start milestone point ♦ Finish milestone point 08/18/08 v1EMORANI�UM OF INSURANCE-- aRCHI1 EC'TS/EIVGINEEI2S 'ROFBSSIO?vAL AND POLI.UTION NCIDF,NT LIA131LITY ro: City of Peazland 3519 Liberty Drive Pearland, TX 77581 ARCHITECTS/ENGINEERS PROFESSIONAL AND POLLUTION INCIDENT LIABILITY POLICY CONTINENTAL CASUALTY COMPANY (CNA) RE: CITY OF PEARLAND - BAILEY ROAD EXTENSION FROM VETERANS DRIVE TO FM1128 (PROJECT t{T08002) As set farth below, the named insured has in force, on the date indicated, a policy of ArchitecYS/Engineers Professioual And Pollution Incident Liability insurance issued by Continental Casualty Company (CNA}, ;n+ith a limit of ]iability of not less than the amount indicated. This memorandum is issued as a matter of information only and confers no rights upon the holder. By its issuance, it does not alter, change, inodify or extend the provisions of said policy and does not waive any rights thereunder. Name of lnsured: WILI3UI2 SMITH ASSOCIATES, IIYC. Address oi�Insured: SL'ITE 1500 1301 GrltV.11S STKEGT COLUMBIA, SC 29201-3356 Policy Number: EXN 00 431 24 34 Policy Period: 6/30/2008 TO 6/30/2009 Limit Of Liability - Per Claim: $1,000,000.00 Limit of Liability - Annual Aggregate: $i,000,000.00 Canccllation Notice: In the event the above policy is canceled prior to the expiration date thereof, the company will provide � days prior written notice to the certificate holder named above. AMES & GOUGH INSURANCE/RISK MANAGEMENT, INC. '1 . , i_. _. 13arbara A. Sable �, ��_.{:-f'. _ - ;•- wvtwac�es THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICV PERIOD INDICATED. NOTWITHSTANDING ANV REQUIREMENT, TERM OR CONDITION OF ANV CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAV BE ISSUED OR MAV PERTAIN, THE INSURANCE AFFORDED BV THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAV HAVE BEEN REDUCED BV PAID CLAIMS. INSR DD' POLICYEFFECTIVE POLICYEXPIRATION POLICV NUMBER LIMITS A GENERALLIABILITV �094073378 O1/O1/OB O1/O1/09 EACHOCCURRENCE $1,000,000 X COMMERCIALGENERALLIABILiII' PREMISES Eaocwrence $ 100,000 CLAIMSMADE �OCGUR MEDEXP(Anyoneperson) $5,000 X Contiactual Liability PERSONALBADVINJURV $1,000,000 X X-C-U GENERALAGGREGATE $ 2,000,000 GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $�.000,000 POLICV PR � X LOC A AUTOMOBILELIABILIrr 2094162309 O1/Ol/08 al/O1/09 X ANVAUTO (EaecdtleD'INGLELIMIT $1,000,000 ALL OWNED AUTOS BOOILV INJURV $ SCHEDULE� AUTOS (Per person) X HIREDAUTOS BODILV INJURV X NON-0WNEDAUTOS (Pereaitlenl) $ % $1,000 Ded Comp PROPERTYDAMAGE $ X $1,000 Ded Coll (Peraccieent) GIIRAGELIABILITV AUTOONLV-EAACQDENT $ ANV AUTO OTHERTHAN �ACC $ AUTOONLV: qGG $ 7 + EXCESS/UMBRELLALIABILITY �094073381 O1/O1/OB O1/O1/09 EqCHOCCURRENCE 56,000,000 X OCCUR � CLAIMSMAOE AGGREGATE § 6,000, 000 S DEOUCTIBLE 5 RETENTION $ $ A WORKERSCOMPENSATIONAND 2098179789 O1/O1/08 O1/O1/09 X WCSTATU- OTH- R A EMPLOVERS'LIABILITY 209407339$ O1/O1/08 O1/O1/09 ELEACMACCIDENT g1,000,000 ANV PROPRIEiOR/PARTNER/EXECUTIVE OFFICER/MEMBER E%CLUDED? E.L.DISEASE-EAEMPLOYEE $1,000,000 u SPECIALPROVISIONSbelow E.L.DISEASE-POLICVLIMIT $1,000,000 OTHER DESCRIPTION OF OPEMTIONS / LOCATIONS / VEHICLES / EXCLUSIONS AUDED BY ENDORSEMENT / SPECIAL PROVISIONS Re: Project - City of Pearland Bailey Road Deeign; Project #T08002 City of Pearland ie named ae an Additional Inaured on the above referenced liability policiae with tLe exception of wotkere compeaeation. of Pearland 19 Liberty Driva TX 77581 SNOULD ANY OF THE ABOVE OESCRIBED POLICIES BE CNNCELLEO BEFORE THE EXPIRATION OATE THEREOF, THE ISSUING INSIIRER WILL ENOEAVOR TO MAIL 34 OAYS WftITTEN NOTIGE TO THE CERTIFICATE MOLOER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITV OF ANY KIND UPON THE INSURER, ITS IIGENT3 OR D9A �° / ' ACORD 25 (2001I08) �oyola �OACORD CORPORATION 1988 9560734 Certifcale Delivery by CertifcatesNow - www.Conf rmNe[.com - 877.669.8600 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 10 11 85 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: c�ey of Pearland 3519 Liberty Drive Pearland, TX 77581 U3A (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. Re: ProjecG - City o£ PBarland Sailey Road DBeign; Project #T08002 City of Pearland ie namad ae an Additional Ineured on the above referenced liability policiee with the exception o£ workere compeneation. PRIMARY INSORANCE: IT IS UNDERSTOOD AND AGREED THAT THIS INSURANCE IS PRIMARY AND ANY OTHER INSC7RANCE MAINTAZNED BY THE ADDITIONAL INSURED SHALL BE EXCESS ONLY AND NOT CONTRIBUTING WITH THZS INSURANCE.