Kent Goldthorpe, President Paul Woods, Vice President Rebecca W. Arnold, Commissioner Committed to Service Sara M. Baker, Commissioner Jim D. Hansen, Commissioner
December 21, 2016 Programmed Expenditures 2017 - 2021 IFYWP TO: ACHD Commissioners, Director and Deputy Professional Services $670,000 2017 Directors Title Searches $10,000 2017 Appraisals $130,000 2018 FROM: Ricardo Calderon, Project Manager Right of Way Acquisition $1,365,000 2019 Construction $4,970,000 2020 SUBJECT: Cole Rd and Victory Rd Intersection Construction Engineering $63,000 2020 Project No. 317005 Traffic Materials $90,000 2020 Consultant Agreement Approval Utilities $8,000 2017 January 11, 2017 Utilities $112,000 2020
Programmed $7,418,000 IFYWP Priority Rating: 51 of 70
Executive Summary Staff is requesting consent and signature of the Professional Services Agreement with Precision Engineering for a contract amount of $572,592.41 which requires approval by the Commission. This project will reconstruct the intersection of Cole Road and Victory Road and widen Cole Road to five lanes between the intersection south to McGlochlin Street in Boise, approximately ½ mile. The design is scheduled to start on January 23, 2017. Staff recommends approval of the agreement.
Facts & Findings The Cole Road and Victory Road Intersection proposed improvements will be a 7 by 6 intersection. Cole Road south of the intersection of Cole Road and Victory Road is a two lane road with irrigation crossings and a bridge. The proposed roadway section will include two travel lanes northbound and southbound, median or two-way left turn lane, curb, gutter, bike lanes and sidewalk. The project will include the reconstruction and widening of Cole Road Bridge #1261.
Fiscal Implications There is $670,000 in the FY17 budget for the design of this project. The negotiated design costs including roadway design, intersection design, bridge design, geotechnical investigation, surveying, and contingencies amount to $572,592.41. A previous separate contract for surveying for $96,926.00 was executed so the survey could be completed before winter snow.
Roadway Design $195,786.00 Intersection Design $299,060.00 Bridge Design $38,502.00 Geotechnical Investigation $25,994.41 Cultural-Historic/Data Collection $3,450.00 Utilities Potholing $9,000.00
______Ada County Highway District • 3775 Adams Street • Garden City, ID • 83714 • PH 208 387-6100 • FX 345-7650 • www.achd.ada.id.us
Policy Implications The project has been approved as part of the FY17 budget and the 2017-2021 Integrated Five Year Work Plan, adopted by the ACHD Commission on October 26, 2016.
Alternatives 1. Approve and sign the consultant agreement for design and proceed with the project, or. 2. Do not approve the consultant agreement for design and provide staff with further direction.
Recommendation Staff recommends Alternative 1: Approve and sign the consultant agreement for design and proceed with the project.
C: Dorrell R. Hansen P.E. Dyan Bevins Justin Bledsoe Christine Race Central Files
AGREEMENT TO PROVIDE PROFESSIONAL SERVICES
Cole Road and Victory Road Intersection ACHD Project No. 317005 ACHD GIS # IN205-97 Purchase Order #63038620
ADA COUNTY HIGHWAY DISTRICT, a body politic and corporate of the State of Idaho, (hereinafter “ACHD”) and Precision Engineering LLC, 1935 N Belgrave Way, Eagle Idaho 83616 (hereinafter “Consultant”) hereby enters into this Agreement to perform the professional services required in connection with the professional services, as outlined in the attached Scope of Work (“Project”). AGREEMENT Consultant agrees to perform the professional services to complete the Scope of Work for an amount not to exceed $572,592.41. Any costs over and above this amount shall be the total responsibility of CONSULTANT. Consultant will perform any additional work as desired by ACHD by means of a written Supplemental Agreement signed by a person authorized by ACHD to execute such Supplemental Agreement in accordance with ACHD policy. Such authorization shall consist of written approval by either a person authorized by ACHD to give such approval or the Board of Commissioners; provided that the ACHD Board of Commissioners must approve any Supplemental Agreement that is in excess of thirty-five percent (35%) of the original Agreement amount. Such prior written authorization by ACHD shall be a condition precedent to any claim of Consultant for payment.
1. PROJECT: A. Consultant shall develop roadway plans for the Project. The plans shall include grading, paving, drainage, right-of-way details, and other information in accordance with the provisions contained within the attached Scope of Work. B. Consultant shall not be responsible for the performance failure of ACHD’s construction contractors. Consultant shall not be responsible for the means and methods used by ACHD’s construction contractors, including any subcontractor or other third-party traffic control and construction site security. 2. TIME OF COMMENCEMENT AND COMPLETION OF CONTRACT Consultant shall commence work under the terms and conditions of this Agreement within ten (10) calendar days from the date of receiving a "Notice to Proceed" from ACHD and
Precision Engineering, LLC 317005 – Cole Rd. & Victory Rd. Intersection
AGREEMENT TO PROVIDE PROFESSIONAL SERVICES – Page 1 (Rev. 6-4-2015) prosecution of the work by the Consultant shall continue diligently thereafter to completion as hereinafter delineated. Consultant shall have the Scope of Work completed on or before February 28, 2018. This date is predicated on Consultant receiving the Notice to Proceed on January 18, 2017. Should Consultant fail to receive said Notice to Proceed on the date specified, the completion date shall be adjusted to allow for the difference between the proposed Notice to Proceed date and the actual date the Notice to Proceed is given. ACHD shall have the right to reduce the monies due to Consultant, commencing on the agreed completion date and continuing until all required work is complete, by a sum negotiated between the parties on a case-by-case basis. The Scope of Work shall be considered to be complete when all submittals required under Section 3106 of ACHD's Policy Manual are made, except for revisions arising from right-of-way acquisition. Time is of the essence of this Agreement. No waiver by either party of strict and timely performance of the other shall constitute a waiver of any subsequent breach or default. 3. DELAYS AND EXTENSIONS A. Extensions of time for completion may be granted by ACHD for the following reasons: (1) Delays in major portions of the work caused by excessive time required to process submittal; delays caused by ACHD or its other consultants/contractors; or additional work order, in writing, by ACHD. (2) Any delay caused by a Force Majeure Event. A “Force Majeure Event” means an event due to any cause or causes beyond the reasonable control of Consultant. (3) In the event of a delay as defined in item (1) or (2), the Consultant shall receive an equitable adjustment extending Consultant’s time for performance for such services sufficient to overcome the effects of the delay. B. Extensions of time will not be granted for the following reasons: (1) Underestimating complexity of the work by Consultant resulting in failure of Consultant to timely complete this Agreement under the terms and conditions provided herein; (2) Redoing portions of the project by Consultant that were inadequately performed by Consultant and subsequently rejected by ACHD. 4. TERMINATION A. ACHD may terminate or abandon this Agreement at any time, with or without cause, upon giving written notice of termination hereof as follows: (1) Evidence that actual progress is behind the progress indicated in the work schedule given to ACHD by Consultant. (2) Submission of substandard work by Consultant, its agent, sub-consultants or employees; (3) Material breach of any of the other terms and conditions of this Agreement by Consultant;
Precision Engineering, LLC 317005 – Cole Rd. & Victory Rd. Intersection
AGREEMENT TO PROVIDE PROFESSIONAL SERVICES – Page 2 (Rev. 6-4-2015) (4) At the convenience of ACHD for any reason; (5) Lack of adequate funding to complete this Agreement. Prior to giving notice of termination for cause set forth in paragraphs 1 and 2 above, ACHD shall notify Consultant in writing, of any such deficiencies or default in the performance of the terms and conditions of this Agreement by Consultant, and Consultant shall have ten (10) calendar days after receipt of such notice to correct or remedy such default or begin the corrective measures. Should Consultant fail to remedy its default or begin the corrective measures within said 10-day period, or for the reasons set forth above, ACHD shall have the option to immediately terminate this Agreement. Upon receipt of notice of termination by ACHD, Consultant shall immediately discontinue all work and services, unless directed otherwise, and shall transfer all documents pertaining to the work and services covered under the terms and conditions of this Agreement to ACHD. Upon receipt by ACHD of said documents, payment shall be made to Consultant for that work performed to date that has been approved by ACHD. Should any deficiencies or default occur by Consultant for the reasons set forth above, and result in any damages to ACHD, ACHD shall be entitled to proceed against Consultant for any damages it has sustained as a result of such breach by Consultant. B. Consultant may terminate the Agreement only for failure to pay or breach of the Agreement by ACHD after the entry of a court order or decision finding a breach. 5. NONAPPROPRIATION If ACHD is precluded from committing to make certain future payments due hereunder, this paragraph will apply. ACHD has appropriated the funds necessary to make all payments when due under the Agreement during ACHD’s initial fiscal period during the Agreement term. ACHD agrees that in each succeeding fiscal year during the term of this Agreement, ACHD will take all necessary steps to make a timely appropriation of funds in order to pay the payments due hereunder during that period, subject to the annual appropriations limitation imposed upon ACHD under state law. In the event that despite the best efforts of ACHD, ACHD determines that funds for any amounts under this Agreement will not be available or cannot be obtained during any succeeding fiscal period, ACHD may terminate this Agreement prior to the commencement of such succeeding fiscal period by giving written notice to CONTRACTOR/CONSULTANT/ VENDOR of such determination at least 60 days prior to the first day of such succeeding period for which an appropriation has not been made by ACHD. 6. DISPUTES Should any dispute arise as to the adequacy of performance, the occurrence of abnormal conditions affecting the work, or the enforcement or interpretation of any provision under this Agreement, such dispute shall be referred to the Director of Ada County Highway District, or his duly authorized representative(s), and a member of senior management of the Consultant for resolution. ACHD and Consultant shall attempt in good faith to settle by negotiation and compromise any dispute arising out of or relating to this Agreement, or the breach thereof (the “Dispute”). If a resolution of the Dispute cannot be mutually agreed upon than either party may file a civil action in Idaho state court to resolve the Dispute.
Precision Engineering, LLC 317005 – Cole Rd. & Victory Rd. Intersection
AGREEMENT TO PROVIDE PROFESSIONAL SERVICES – Page 3 (Rev. 6-4-2015) 7. OWNERSHIP OF DOCUMENTS All material delivered by Consultant in conjunction with the preparation of the plans shall become the property of ACHD without any restrictions or limitations with respect to their further use thereof. All documents or materials prepared for ACHD shall not be distributed by Consultant, sub-consultants, their agents, representatives or employees to any third party without the express written consent of ACHD. Use of these documents on any other project, without written verification or adaptation by Consultant for the specific purpose intended, will be at ACHD's sole risk and shall be without liability or legal exposure to Consultant. ACHD shall indemnify and hold harmless Consultant from all claims, damages, losses, and expenses, including attorney's fees arising out of or resulting from the said use of such documents. 8. INDEMNITY Consultant agrees to indemnify, defend, and hold harmless ACHD for damages from any and all claims, demands, or actions as a result or consequence of any and all negligent acts, errors, or omissions by Consultant or Consultant's agents, employees, or sub-consultants arising from the performance of this Agreement. Consultant, sub-consultants, their agents or employees shall comply with the standards of ACHD in effect at the time ACHD accepts and approves the final plans; and/or the final payment is made by ACHD to Consultant under the terms and conditions of this Agreement. Consultant shall not be held liable for changes or revisions to the drawings or related documents following the acceptance by ACHD of such documents without Consultant’s knowledge and consent. Consultant does hereby further indemnify, save, and hold harmless ACHD, its agents, personal representatives and assigns, from any and all claims for wage payments, withholding, taxes, or other payments or benefits due to sub-consultants of Consultant. This provision shall not be construed to preclude any remedy that ACHD may have in law or equity. ACHD shall, subject to the limitations hereinafter set forth, indemnify, save harmless and defend regardless of outcome Consultant from expenses of and against suits, actions, claims or losses of every kind, nature and description, including costs, expenses and attorney fees caused by or arising out of any negligent acts by the ACHD or the ACHD’s officers, agents and employees while acting within the course and scope of their employment, which arise from or which are in any way connected to this Agreement. Any such indemnification hereunder by the ACHD is subject to the limitations of the Idaho Tort Claims Act (currently codified at chapter 9, title 6, Idaho Code). Such indemnification hereunder by the ACHD shall in no event cause the liability of the ACHD for any such negligent act to exceed the amount of loss, damages, or expenses of attorney fees attributable to such negligent act, and shall not apply to loss, damages, expenses, or attorney fees attributable to the negligence of Consultant. Consultant's period of liability shall remain in effect for as long as any applicable statute of limitations provided by Idaho law allows. The applicable statute of limitations shall not begin to accrue until the contractor’s warranty period of the constructed Project expires. Any construction contract that utilizes the Consultant's design work shall include both ACHD and the Consultant as additional insureds on the construction contractor's commercial general
Precision Engineering, LLC 317005 – Cole Rd. & Victory Rd. Intersection
AGREEMENT TO PROVIDE PROFESSIONAL SERVICES – Page 4 (Rev. 6-4-2015) liability insurance. ACHD and Consultant will also be included as indemnities in the construction contract indemnity article. 9. INSURANCE Consultant certifies it is an independent business, along with any sub-consultant retained and hired by Consultant, and shall acquire and maintain comprehensive general liability insurance, having a minimum limit of $100,000 per claim and $500,000 aggregate, and errors and omissions coverage having minimum limits of not less than $250,000. Consultant agrees to provide a certificate of insurance certifying to ACHD that such coverage is in force. Consultant further agrees to maintain and keep required Workers Compensation Insurance, Unemployment Insurance, and all other insurance required to be maintained under the laws of the State of Idaho. 10. INDEPENDENT CONTRACTOR Consultant is an independent contractor and is not an employee of ACHD. Consultant acknowledges that this Agreement is not an employment contract and that ACHD is only engaging Consultant to render the Professional Services described herein. 11. NOT AN EMPLOYMENT CONTRACT Consultant acknowledges that this Agreement is not an employment contract and that ACHD is only engaging Consultant to render the Professional Services described herein. 12. ACKNOWLEDGEMENT OF PROFESSIONAL SERVICE Consultant warrants that the Professional Services rendered under this Agreement require Consultant to have specialized skill and, or technical training. Consultant covenants that Consultant has the requisite specialized skill or, if Consultant gained Consultant’s ability to render such Professional Services through class or training, that Consultant has met all requirements in said class and, or training course(s), and, if required, Consultant is certified under applicable federal and, or state laws to perform said Professional Services. 13. GENERAL COMPLIANCE WITH LAWS Consultant shall at all times observe and comply with all Federal, State, and local laws and any and all codes, ordinances, and regulations affecting the work in any manner. Consultant agrees that any recourse to legal action pursuant to this Agreement shall be brought in the Fourth District Court of the State of Idaho situated in Boise, Idaho. 14. NONDISCRIMINATION A. Nondiscrimination: Consultant, with regard to the work performed by them during the term of this Agreement, shall not in any way discriminate against any employee or applicant for employment; subconsultant, subcontractor, or solicitations for subcontract including procurement of materials and equipment; or any other individual or firm providing or proposing services based on race, color, religion, sex, national origin, age or non-job related handicap, or prior military service or current military status.
Precision Engineering, LLC 317005 – Cole Rd. & Victory Rd. Intersection
AGREEMENT TO PROVIDE PROFESSIONAL SERVICES – Page 5 (Rev. 6-4-2015) B. Solicitations for Subcontracts, including Procurement of Materials and Equipment: In all solicitations, either by bidding or negotiation, made by Consultant for work or services performed under subcontract, including procurement of materials and equipment, each potential subconsultant, subcontractor, or supplier shall be made aware by Consultant of the obligations of this Agreement and to the Civil Rights requirements based on race, color, religion, sex, national origin, age or non-job related handicap, or prior military service or current military status. Federal Aid Projects: Civil Rights Attachment ____ attached hereto, is incorporated by reference, as it fully set forth herein. 15. ENDORSEMENT BY ENGINEER The Professional Engineer in direct charge of the design shall approve and endorse all plans, specifications, cost summaries, and reports with a professional seal, signature and date. In addition, the legal firm name and address shall be clearly stamped or lettered on the tracing of each sheet of the plans. Any licensing or approvals required by the State of Idaho shall be complied with by all Professional Engineers and Surveyors employed by Consultant. 16. MONTHLY PROGRESS REPORTS Consultant shall submit to ACHD, in conjunction with its payment request, progress reports of work done on the project with activity updates. This report shall be made not more often than once per month or every 4-week period. The report shall also include any and all pertinent information as to delays or lack of performance on the Project. Additional work, for which Consultant contemplates compensation and/or extensions of time, must be reported in such report with an attached explanation. (Extra work data must be submitted with the Progress Report, or it cannot be used for basis of subsequent extension of time or additional compensation by ACHD.) 17. ATTORNEY FEES In any suit, action or appeal therefrom to resolve the Dispute or to enforce or interpret the provisions of this Agreement, the prevailing party shall be entitled to recover from the non- prevailing party reasonable expenses including, but not limited to, reasonable attorney fees, account fees and other expert fees and costs. 18. PAYMENTS Payments properly submitted are due within thirty (30) days of the date of receipt of the Consultant’s invoice. In addition to other requirements of this agreement, the Consultant's monthly submittals shall include the following: Invoice - Consultant's invoice shall include the following information: • ACHD Project Number • ACHD Purchase Order Number • Original contract value • Value of Supplemental Agreements (if any) • Value of previous requests for payment
Precision Engineering, LLC 317005 – Cole Rd. & Victory Rd. Intersection
AGREEMENT TO PROVIDE PROFESSIONAL SERVICES – Page 6 (Rev. 6-4-2015)
ADA COUNTY HIGHWAY DISTRICT
STATE OF IDAHO ) ) ss. COUNTY OF ADA )
On this _____ day of ______, 20____, before me, ______, a Notary Public in and for said State, personally appeared ______, known or identified to me to be the ______of the Ada County Highway District that executed the said instrument, and acknowledged to me that such Highway District executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written.
______Notary Public for the State of Idaho Residing at ______My Commission Expires: ______
Precision Engineering, LLC 317005 – Cole Rd. & Victory Rd. Intersection
AGREEMENT TO PROVIDE PROFESSIONAL SERVICES – Page 9 (Rev. 6-4-2015) Cole Road and Victory Road Intersection Scope of Work
SCOPE OF WORK Cole Road and Victory Road Intersection ACHD Project No. 317005 ACHD GIS No. IN205-97 December 21, 2016
Project Description This project is currently programmed for right-of-way in FY 2019 and construction in FY 2020.
The proposed project improvements consist of a total reconstruction of the Cole Road and Victory Road intersection and approximately 3,500 feet of road reconstruction on Cole Rd from Victory Road to McGlochlin Street. The anticipated improvements will consist of the following:
Reconstruct the Cole Road and Victory Road intersection with six-lanes on Cole Road (two through lanes, one left turn lane and one right turn lane in each direction) and seven- lanes on Victory Road (two through lanes, dual left turn lanes and one right turn lane in each direction). The left and right turn lanes will extend for a length of approximately 300 feet, then taper to a five-lane sections in all four directions Reconstruct Cole Road, south of Victory Road to McGlochin Street to a five-lane urban section including: two through lanes in each direction with a center turn lane, curb and gutter, sidewalk, and bike lanes A pavement life-cycle cost analysis will not be conducted. This scope of work assumes that the intersection will be constructed with concrete pavement for a distance of approximately 300 feet from the intersection on each approach, matching the left- and right-turn lane lengths. From there, the roadway surface will be plant mix pavement. A fully actuated traffic signal will be constructed at the intersection utilizing radar detection with protected/permitted left-turn phasing on the Cole Road approaches. Install a PHB and school zone flashers on Cole Road near Diamond Street Relocate existing emergency traffic signal at Boise Fire Station #17 as needed to accommodate the widening of Cole Road Install corridor street lighting for the full extents of the project limits Install fiber optic interconnect for the full extents of the project limits Extend or replace existing Cole Road Bridge No. 282 over Five Mile Creek. The decision on whether the structure will be extended or replaced will be determined in preliminary design Infiltration and/or retention facilities are anticipated to be designed to treat and dispose of storm flows generated by the project improvements Existing irrigation will be perpetuated with pipe crossings replaced to meet current standards.
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 1 of 27 Cole Road and Victory Road Intersection Scope of Work A pre-scoping meeting was held on November 9th 2016 at ACHD to discuss the project expectations, level of effort and assumptions. The following outlines the items discussed:
The traffic analysis will include verifying the future improvements at the intersection, which is anticipated to be a 7 lane by 6 lane intersection. As part of the analysis it will be determined if the dual left turns are warranted at construction year and if not what year they are warranted. The traffic analysis report will consist of a traffic memo verifying the recommendations developed in the ACHD 2012 CIP, Syringa Valley TIS (2014) and Southwest Boise Transportation Study (2009). A full-length traffic report will not be required. The Concept Report will consist of a memo and multiple roll plots showing the alternative intersection designs. Showing advantages and disadvantages for each alternative including: estimated construction cost, ROW impacts, safety, pedestrian and bike facilities and others as determined. Both Cole Road and Victory Road will remain open during construction. Traffic control phasing plans will be required in the plan set. Coordination to occur between Maverick Developer and ACHD Development for the application of future Road Trust Funds, due to the relocation of the Maverick store from the northeast quadrant to the southeast quadrant of Cole Rd and Victory Rd intersection. The proposed corridor speed limit (35 MPH on Cole Rd and 40 MPH on Victory Rd) to remain as is. Consultant to scope approximately 30 utility potholes. The project team’s initial vision includes shifting the intersection north to reduce impacts to right-of-way and will be determined at the design progress through 30%. Consultant to coordinate with Maverick through ACHD for ROW projections for the future Maverick site. All permitting, assumed to be 404, to be completed by Consultant Consultant to conduct floodplain analysis to be completed utilizing HEC-RAS Public involvement will consist of 2 PIM's; after 30% and after 75%. Consultant will create crash history displays and compile comments into a matrix from the PIM. The Consultant should include in the Scope of Work one-on-one meetings with individual property owners. The Consultant will also create displays with aerials showing the proposed improvements.
Precision Engineering, LLC, herein called the Consultant, will design the project and supply documentation in accordance with this scope of work, the current version of the ISPWC specifications with the current ISPWC updates as amended by ACHD adopted supplements, including the ACHD Supplemental Traffic Provisions.
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 2 of 27 Cole Road and Victory Road Intersection Scope of Work Precision will be responsible for Project Management, traffic analysis, and the design, preparation of plans, specifications, and estimate for traffic signal design including ITS components, PHB and emergency vehicle signal, street lighting, Cole Road and Victory Road intersection geometrics, all project signing and striping, advanced traffic control and traffic control phasing plans.
Civil Survey Consultants, Inc (CSC), herein called the Subconsultant, is currently completing the Survey tasks under Section 3.0 and has previously been granted NTP on 11/16/16, this was done in an effort to minimize potential delays due to weather. This SOW covers the remaining tasks necessary for completion of the project.
In addition to the approved Survey task, CSC will be responsible for 404 permitting, hydraulic analysis, preparing the SWPPP and ROW development and for the design, preparation of plans, specifications, and estimate for all roadway geometrics outside the limits of the concrete intersection, and all storm drain and gravity irrigation components of the project.
Elite Edge Engineers herein called the Subconsultant, will lead the bridge design components of the project. This includes the design, preparation of plans, specifications, and estimate, and the completion of any required permits for a precast concrete stiff leg structure to replace or extend the existing structure of the same type located on Cole Rd over Five Mile Creek, approximately two thousand five hundred (2500) feet south of the intersection of Cole Rd and Victory Rd. The new structure will extend past the new sidewalk on each side and will require pedestrian rails at the top of the wingwalls. Construction phasing will be implemented to maintain access during construction due to heavy traffic volumes.
Terracon herein called the Subconsultant, will lead all geotechnical components of the project as outlined under Section 4.2.
TAG Historic Research herein called the Subconsultant, will lead all cultural research components of the project as outlined under Section 4.6.
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 3 of 27 Cole Road and Victory Road Intersection Scope of Work TABLE OF CONTENTS SCOPE OF WORK ...... 1 Definitions and Acronyms ...... 5 Implied Terms ...... 6 Coordination of Scope of Work ...... 6 1.0 GENERAL PROVISIONS ...... 6 1.1 Progress Meetings ...... 6 1.2 Project Administration ...... 7 1.3 ACHD Standards ...... 7 2.0 PUBLIC INVOLVEMENT ...... 8 2.1 Outreach ...... 8 2.2 Public Meetings ...... 8 3.0 LOCATION SURVEYING AND MAPPING ...... 9 4.0 30% DESIGN ...... 9 4.1 Concept Intersection and Roadway Design ...... 9 4.2 Geotechnical Investigation ...... 10 4.3 Hydraulic/Stormwater Design ...... 14 4.4 Bridge Alternate Study ...... 14 4.5 Traffic ...... 15 4.6 Environmental Evaluation ...... 16 4.7 30% Design Submittal ...... 17 4.8 30% Review Meeting ...... 18 5.0 75% DESIGN ...... 18 5.1 75% Roadway Design ...... 18 5.2 75% Hydraulic / Stormwater Design ...... 18 5.3 75% Gravity Irrigation ...... 18 5.4 75% Storm Water Pollution Prevention Plan (SWPPP) ...... 19 5.5 75% Structure Design ...... 19 5.6 75% Traffic Signal & PHB Design ...... 19 5.7 75% Lighting and Interconnect Design ...... 19 5.8 75% Signing and Pavement Markings ...... 19 5.9 75% Temporary Traffic Control ...... 19 5.10 75% Right-of-Way ...... 19 5.11 75% Utility Coordination ...... 19 5.12 Utility Potholing...... 20 5.13 75% Quantities And Construction Cost Estimate ...... 20 5.14 75% Design Submittal ...... 20 5.15 75% Review Meeting ...... 22 6.0 95% DESIGN ...... 22 6.1 Roadway Design ...... 22
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 4 of 27 Cole Road and Victory Road Intersection Scope of Work 6.2 95% Design Submittal ...... 23 6.3 95% Review Meeting ...... 25 7.0 99% DESIGN ...... 25 7.1 Finalize Plans for Right-of-Way Acquisition ...... 25 8.0 100% BID DOCUMENTS (Not Included) ...... 26 9.0 CONSTRUCTION ENGINEERING (Not Included) ...... 26 DESIGN SCHEDULE ...... 27
General Consistent with professional standard of care, Consultant shall provide management, coordination and direction to project team and sub-consultants to complete project deliverables on time and within budget.
Definitions and Acronyms 404 Permit – Section 404 of the Clean Water Act which addresses permits for dredged or fill material in Waters of the US, administered by the U.S. Army Corps of Engineers AASHTO – American Association of State Highway and Transportation Officials ACHD – Ada County Highway District ADT – Average Daily Traffic count Agreement Administrator – The ACHD Project manager is responsible for administering the contract and overseeing the design. CAC – Community Advisory Committee CAD – Computer Aided Design COMPASS – Community Planning Association of SW Idaho CPM – Critical Path Method CSS – Context Sensitive Solutions FHWA – Federal Highway Administration EPA – Environmental Protection Agency GIS – Geographic Information System GSI – Green Stormwater Infrastructure Holidays – ACHD recognized holidays occur on: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, Christmas Eve, and Christmas Day. ITD - Idaho Transportation Department Man-Hour – Hour(s) of time required for an individual to complete an itemized task designated by the project scope of work. Personnel functions shall be rounded up to the nearest Man-Hour. MOU – Memorandum of Understanding NEPA – National Environmental Policy Act PIM – Public Involvement Meeting PMG – Project Management Guide PSA – Professional Service Agreement, or Professional Agreement. This is a written agreement or contract between ACHD and the Prime Consultant
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 5 of 27 Cole Road and Victory Road Intersection Scope of Work Prime Consultant – The firm contracting with ACHD, for the performance of work prescribed in the contract. Project Manager – (Also abbreviated as “PM”). The ACHD point of contact for the project. ROW – Right of Way SHPO – State Historic Preservation Office Study Area – The expanded area of influence generated by the project area. Sub-Consultant – Who the prime Consultant sublets part(s) of the design contract. SOW – Scope of Work SWPPP – Storm Water Pollution Prevention Plan
Implied Terms In order to avoid confusing repetition of expressions in this Scope of Work, it is provided that whenever anything is to be required, directed, specified, authorized, furnished, given, designated, permitted, reserved, approved, disapproved, accepted, or rejected, it shall be understood as if the expression were followed by the words “by the Project Manager” or ”to the Project Manager”
Whenever anything is to be performed, designed, computed, calculated, analyzed, determined, evaluated, surveyed, obtained, established, contacted, estimated, investigated, prepared, developed, delivered, collected, and/or recorded, it shall be understood as if the expression were followed by the words “by the Consultant (either prime or sub)” or ”to the Consultant (either prime or sub).”
Coordination of Scope of Work The Scope of Work and Professional Services Agreement are essential parts of the project, and a requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete package.
Checkpoints or milestones have been established at various stages that require approval of specific project information. These checkpoints are:
30% Design Review 75% Design Review 95% Design Review 99% Design (Right-of-Way Plans) 100% Bid Documents 1.0 GENERAL PROVISIONS 1.1 Progress Meetings
Products and Deliverables Kick-off Meeting Monthly Meetings and Agendas
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 6 of 27 Cole Road and Victory Road Intersection Scope of Work Draft Meeting Summary Final Meeting Summary
ACHD Responsibilities Schedule and provide facility for progress meetings Review and approve summary and action items
Assumptions The project is expected to be thirteen (13) months in duration Four (4) meetings are assumed and additional meetings must be approved by ACHD ACHD will review and approve summary within one (1) week Action items will be completed by due date
1.2 Project Administration
Products and Deliverables Time-scaled logic diagram (Gantt Chart), updated monthly and submitted with monthly invoicing Monthly Project Status Report (updated monthly and included with invoice) Earned Value Report Invoice (PDF emailed to [email protected])
ACHD Responsibilities Review and approve Schedule, Invoice and Monthly Project Status Report
1.3 ACHD Standards All projects shall follow the ACHD Policy Manual. Refer to section 3004 ROADWAY DESIGN STANDARDS. Where both minimum and desirable values are provided, every reasonable effort shall be made to achieve the desirable standards. Any design exception must be approved by ACHD in writing. The roadway widths adopted by ACHD and identified on the Master Street Map shall serve as the basis for beginning evaluation. If the proposed width or other standard is less than ACHD standards, it must be documented, justified, and approved by ACHD.
Additionally, the following standards shall be used: ACHD Livable Street Design Guide Ada County Master Streets Map ACHD Complete Streets Policy AASHTO Guide for Flexibility in Highway Design Roundabout Application Guidelines for Ada County ACHD CAD Standards Green Stormwater Infrastructure (GSI) Guidance Manual
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 7 of 27 Cole Road and Victory Road Intersection Scope of Work Stormwater Management Pond Revegetation Guidance Manual 2.0 PUBLIC INVOLVEMENT 2.1 Outreach
Products and Deliverables Design-Owner contact meetings and notes Identify community groups and key stakeholders Technical or special topic meetings Exhibits for website, newsletters, and post cards Meeting materials, presentation, handouts, boards, and other meeting materials as needed Agendas for all meetings Draft meeting summary from all meetings Final meeting summary from all meetings
ACHD Responsibilities Zero (0) CAC meetings are assumed for costing purposes. ACHD will be responsible for costs associated with the rental of meeting rooms, tables, chairs, and any refreshments. ACHD will be responsible for printing and postage of notification materials and follow- up letters.
Assumptions Six (6) contact meetings are assumed and may include multiple stakeholders
2.2 Public Meetings
Products and Deliverables Information as requested for Project Information Sheet Information as requested for Project “Commonly Asked Questions and Answers” for Public Involvement Meetings (PIM) Preparation for meetings including pre-PIM Meeting materials (agenda, display boards, etc.) Plan view display board converted to 11”x17” PDF(s) Set up and take down for meetings Meeting Summary including a summary of comments received/submitted
Assumptions Two (2) public meetings will be held. One meeting will be held at the 30% design level and the second meeting will be held at the 75% design level
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 8 of 27 Cole Road and Victory Road Intersection Scope of Work ACHD project manager will attend public meetings ACHD will review and approve all meeting notification materials ACHD will provide the following meeting materials: (Written boards, sign in sheets and handouts) ACHD will provide sandwich boards ACHD will recruit staff from ACHD to support public meetings ACHD will advertise meetings Two (2) Consultant representatives will attend the public meetings The public meetings are assumed to be three (3) hours long Two (2) consultant provided display boards and color roll plots of the project for the first meeting at 30% completion. Two (2) consultant provided display boards and color roll plots will be provided for the second meeting at 75% completion. ACHD will be responsible for securing the meeting facilities ACHD will be responsible for costs associated with the rental of meeting rooms, tables, chairs, and any refreshments ACHD will be responsible for printing and postage of notification materials and follow- up letters 3.0 LOCATION SURVEYING AND MAPPING Subconsultant is currently completing the Survey tasks was granted NTP on 11/16/16. This was done in an effort to minimize potential delays due to weather; and as such is not included in this scope of work.
Consultant will develop the existing surface 3D model. The surface will be developed utilizing the survey points and break lines provided by survey Subconsultant.
Products and Deliverables Develop the existing 3D surface model 4.0 30% DESIGN The minimum information required on a 30% design review plans shall show existing facilities/features (including utilities) and location and general design features of planned facilities including existing and proposed right of way. This includes but is not limited to line and grade and other related items that will affect project design. These plans should be 30% complete at minimum.
4.1 Concept Intersection and Roadway Design Design conceptual intersection and roadway geometry, lane configuration, bridge location and traffic signal pole locations for the proposed improvements. Consultant will prepare roll plots of the concept design with typical sections showing lane widths for approval by ACHD. Consultant will prepare three (3) intersection alternatives for Cole Road and Victory Road: one centered on the section line, one shifted north retaining the southern right-of-way line to avoid impacts to
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 9 of 27 Cole Road and Victory Road Intersection Scope of Work existing businesses fronting Victory Road in the southwest quadrant of the intersection and one to be determined as the design progress. One (1) horizontal alignment alternative for Cole Road south of Victory Road will be prepared, to be widened symmetric about the existing centerline, minor shifting may be required to minimize ROW impacts, extent to be determined as the design progresses. Roll plots will identify concept level right-of-way impacts, utility impacts, and other design constraints associated with each alternative. Consultant will attend a review meeting with ACHD to discuss the alignment alternatives and make minor modifications to incorporate review comments.
Products and Deliverables Plan view exhibits of Conceptual Intersection and Roadway Alternatives Summary of Alternatives including a pros/cons Matrix in a Concept Memo Opinion of probable costs of each Alternative
ACHD Responsibilities Transmitting plan sets to project team. Perform internal review of all deliverables
Assumptions Preparing additional alignment and typical section alternatives beyond this scope of work will be completed as additional services or under a supplemental agreement.
4.2 Geotechnical Investigation The geotechnical engineering services for this project will be performed by Terracon (Subconsultant) and will include explorations for the proposed intersection reconstruction, roadway reconstruction and widening south of Victory Road, replacement of Cole Road Bridge 282 crossing Five Mile Creek, and stormwater management improvements. A Geotechnical Engineering Report will be prepared summarizing the results of our field explorations, laboratory testing, and engineering analysis, and provide recommendation for design of the pavement sections, bridge replacement, and preliminary stormwater management improvements.
We understand the project proposes to reconstruct the Cole/Victory Roads intersection with 7 lanes on the Victory Road leg of the intersection and 6 lanes on the Cole Road leg of the intersection. It is anticipated that Portland Cement Concrete Pavement (PCCP) will be used to reconstruct the Cole/Victory Roads intersection. In addition, Cole Road will be widened to 5 lanes south of the Victory Road intersection improvements to just north of the intersection with McGlochlin Street. It is anticipated that flexible pavement sections will be used for the intersection transitions to existing asphalt pavement and the widened roadway segment south of the intersection. The new structure at Cole Road Bridge 282 is anticipated to be a stiff leg bridge.
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 10 of 27 Cole Road and Victory Road Intersection Scope of Work Field Exploration In general, the field exploration will consist of soil borings for pavement section and bridge foundation design, initial feasibility infiltration rate tests, and piezometer installation. The subsurface exploration will consist of the following items:
As part of two previous ACHD projects, Terracon drilled a boring on Cole Road approximately 350 to 400 feet north of Victory Road and another boring on Cole Road approximately 250 feet north of McGlochlin Street. Data from these previous borings will be used for development of the pavement sections for the current project. Borings will be drilled to provide additional subsurface information for the project. One boring will be drilled to a depth of about 5 feet below the existing ground surface on the east, west, and south legs of the Cole/Victory Roads intersection (total of 3 borings). Two additional borings will be drilled to a depth of about 5 feet in the segment of Cole Road south of the intersection improvements. On boring will be drilled on each side of the Cole Road Bridge 282 to a depth of 30 to 40 feet below the existing ground surface or to auger refusal, whichever is encountered first. These borings will be used for analysis of the bridge foundations and associated embankments. Two borings will be drilled to a depth of approximately 17½ feet below the existing ground surface for installation of piezometers to allow measurement of groundwater levels at their locations. Each piezometer will be protected with a locking cap and a flush-mounted cover. We assume one piezometer location will be north of the Cole Road Bridge and one south of the bridge. For this project, groundwater measurements from piezometers will occur monthly during the irrigation season, from mid-April until the end of October 2017. We assume CSC staff will obtain these groundwater measurements and provide the results to the project team. Two borings will be drilled near the piezometer borings to a maximum depth of about 10 feet below the existing ground surface for initial feasibility infiltration rate tests. These tests will be performed within 5-inch diameter solid pipe placed in the boreholes. A bentonite seal will be placed within the annular space around the outside of the pipe. The project team will assist in determining the preliminary locations and the depth of the percolation tests. Based on Section 8000 and 8200 of the ACHD Policy manual, these feasibility tests will not meet ACHD’s requirements for evaluation of design level infiltration rates. After conceptual development of the stormwater management improvements is complete and the actual facility types, locations, and depths are known, tests that are appropriate for the planned improvements and that are in accordance with the methods described in Appendix C of Section 8200 of the ACHD Policy Manual should be performed. Subconsultant will prepare a supplemental scope of work and cost estimate for performing these tests once known.
A ‘no-fee’ permit will be obtained from ACHD prior to working in the right-of-way. A traffic control subcontractor will provide traffic control during drilling, piezometer installation, initial infiltration rate testing, as necessary. All borings will be backfilled in accordance with Idaho
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 11 of 27 Cole Road and Victory Road Intersection Scope of Work Department of Water Resources requirements. Borings drilled through existing asphalt will be patched with cold-mix asphalt.
Appropriate utility clearance will be requested from Digline prior to the exploration. Our services do not include determining the locations of underground utilities beyond contacting a “one-call” locate service, Digline. If there are other utilities not located by Digline, a utility locate specialty contractor will need to be obtained to locate these utilities. A supplemental scope of work and cost estimate will be prepared for this service. We are not responsible for damage to unmarked utilities.
Borings will be logged by a field engineer/geologist and samples will be obtained as the drilling progresses. Preliminary boring locations will be recorded using a recreational grade handheld GPS. We will also mark the boring locations so that the project surveyor can record the locations and elevations of the borings after drilling. The field services described above will be completed during a single mobilization.
Accessing the boring locations outside the existing paved area will cause disturbance to the existing ground surface and vegetation, particularly borings within existing landscaped areas. Restoration of this disturbance, beyond backfilling the bore holes, is not included in our scope of services.
Laboratory Testing Laboratory testing will be conducted on representative samples of soil and rock obtained from the field exploration, and may include: moisture content, gradation, Atterberg limits, consolidation, moisture/density relationship, and R-value. The actual tests performed will depend on the soil conditions encountered.
Geotechnical Engineering Analysis and Report Field and lab data from the field explorations will be reduced and analyzed for reporting purposes. Geotechnical information from projects performed by Subconsultant north and south of this project will also be reviewed and incorporated as appropriate. Subconsultant will develop geotechnical engineering conclusions and recommendations for the proposed bridge foundations and associated embankments. Subconsultant will also design the flexible and rigid pavement section using ACHD design procedures for the proposed reconstruction. This scope of services assumes ACHD will provide Subconsultant with design traffic information in the form of a Traffic Index (TI) for use in design of the flexible pavement section and rigid ESALs for design of the PCCP intersection.
Subconsultant will prepare a draft Geotechnical Engineering Report for review by ACHD. The report will include; boring logs, laboratory test results, initial feasibility infiltration test results, and geotechnical recommendations for the bridge and pavements for this project.
After all reviews of the draft report are complete, we will discuss comments generated from the reviews with ACHD. We will incorporate these comments, as appropriate, and submit a final
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 12 of 27 Cole Road and Victory Road Intersection Scope of Work version of the Geotechnical Engineering Report. We will prepare a comment response sheet to document actions taken on comments received. This scope of work does not include additional revisions to the report or review iterations.
Design Review Subconsultant will review the portions of the 75% Design Submittal that relate to the performed geotechnical services. Comments of this review will be presented in a letter.
Meetings Subconsultant will attend the kickoff meeting. Our budget does not include attending other project meetings.
Products and Deliverables Draft and final Geotechnical Engineering Report including boring logs with latitude and longitude, and location plan, results of laboratory tests, initial feasibility infiltration rates, recommendations for flexible and rigid pavement materials and thicknesses using ACHD design procedures and ISPWC specifications, and geotechnical foundation design recommendations for Cole Road Bridge 282 replacement. A supplemental scope of work and cost estimate for infiltration testing will be prepared for use in final design of stormwater management improvements. Letter with comments from Subconsultant’s review of the 75% Design Submittal.
ACHD Responsibilities Supply traffic index (TI) for the flexible pavement design and rigid ESALs for PCCP design of the intersection. Waive fee for the Temporary Highway Use Permit. Obtain property access permission from landowners, if required.
Assumptions The proposed field explorations include a total of 5 roadway soil borings, 2 bridge foundation borings, 2 piezometer borings, and 2 initial feasibility infiltration rate test borings. Borings will be accessible with a truck-mounted drill rig. Drilling will be performed during the daylight hours of 9:00 am to 3:00 pm. After completion of drilling, the boring locations will be surveyed by others on the project team. ITD Materials Phase Report formats will not be required for this project. Property access permission, if required, will be obtained by ACHD. A supplemental scope and cost estimate will be required for design level stormwater management improvements. The scope of services does not include the abandonment of the piezometers. The intersection will be PCCP and remaining pavement will be flexible pavement.
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 13 of 27 Cole Road and Victory Road Intersection Scope of Work A geogrid pavement section will not be considered. Existing pavements will be reconstructed. Rehabilitation of existing pavements is not being considered for this project. Life-cycle cost analyses are not required for this project.
4.3 Hydraulic/Stormwater Design All project designs must comply with the Clean Water Act, NPDES requirements and the currently approved ACHD Section 8000 Stormwater policy and Section 8200 Stormwater Design Manual. All projects should use the GSI Guidance Manual to determine the feasibility of GSI for the project area.
Products and Deliverables Draft Stormwater Report Final Stormwater Report Site visit with irrigation districts
ACHD Responsibilities Review and Comment Review and approve all contact with irrigation districts
Assumptions Detailed drawings will not be prepared
4.4 Bridge Alternate Study
Products and Deliverables Contact reports for meetings with Irrigation Districts Final Bridge Alternate Study
ACHD Responsibilities Review and Comment
Assumptions Two (2) bridge alternates will be evaluated (either lengthen or replace structure) One (1) meeting with irrigation districts Detailed drawings will not be prepared Alternative 1 is to lengthen the existing bridge structure to accommodate the new improvements. This alternative may only be possible if lengthening the structure does not cause a “Net Rise” in the regulatory 100-year floodplain/floodway elevation as established by FEMA.
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 14 of 27 Cole Road and Victory Road Intersection Scope of Work The second alternative is to replace the existing structure with a new structure if lengthening the existing structure is not possible. Alternative 2 is a contingency item and will not be performed unless authorized by ACHD. A HEC RAS model will be prepared for the bridge crossing on Five Mile Creek to determine the impact lengthening the structure will have on the floodplain/floodway and establish solutions if a “Net Rise” occurs. Two meetings will be required with the City of Boise. A Flood Plain Development Permit and a No-Rise Certification will be required by the City of Boise.
4.5 Traffic Intersection Traffic Verification As directed at the pre-scoping meeting, we will verify the recommendations provided in the ACHD 2012 CIP, Syringa Valley TIS (2014) and Southwest Boise Transportation Study (2009). Consultant (L2 Data Collection) will obtain AM and PM peak-hour turning movement counts over a two (2) day period at the Cole Road and Victory Road intersection. ACHD to provide the 24-hour counts at the intersection. Consultant will utilize the forecasted average daily traffic (ADT) on Cole Road and Victory Road for the 2020 construction year and 2040 planning year provided in the Syringa Valley TIS. The 2035 build-out data provided in the report will be projected to year 2040.
The average control delay, Level of Service (LOS) and intersection capacity will be determined for the existing traffic and the analysis years using HCS 2010. Consultant will prepare a draft memo summarizing the analysis and results, meet with ACHD to discuss the draft findings, address review comments and prepare final traffic memo.
Illuminance Analysis Consultant will determine the required light pole locations within the project limits to achieve the design illuminance level using AGI32. The design illuminance level will be based on ACHD and City of Boise Standards and AASHTO guidelines. This task also includes determining the lighting circuitry and calculating voltage drops for the roadway lighting. Consultant will provide a roll plot of the illuminance level contours overlaid on the proposed improvements and aerial background, including the illumination calculations. Consultant will meet with ACHD and City of Boise to discuss findings.
Products and Deliverables Draft Traffic Memo Final Traffic Memo Roll Plot of illumination Contours
ACHD Responsibilities Provide the 24-hour directional counts at Cole Road and Victory Road intersection on each leg and vehicle classifications.
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 15 of 27 Cole Road and Victory Road Intersection Scope of Work Transmitting plan sets to project team. Perform internal review of all deliverables Schedule and Host Meeting(s) Provide Comments – One (1) week prior to the meeting
Assumptions Signal warrant analysis will not be required Roundabout Analysis will not be required
4.6 Environmental Evaluation Cultural Resources: The cultural resources documentation to support the Construction General Permit (CGP) for this project will be performed by TAG Historic Research (Subconsultant).
Step 1 – Determine if there will be ground-disturbance. The screening process is initiated if ground-disturbance will occur with the project. If ground disturbance occurs, TAG Historical Research and Consulting (TAG) will undertake Steps 2 and 3 as outlined in the EPA in Appendix E –Historic Property Screen Process from the CGP.
Step 2 – Identify prior surveys or evaluations conducted on the site.
This step consists of a literature review at Idaho State Historic Preservation (SHPO) offices to identify previous investigations in the project area and, if needed, additional research in the records of the Ada County Assessor records to determine construction dates for properties in the project area. If properties over 50 years of age are identified during the county records search, a reconnaissance-level survey will be undertaken to identify potentially eligible NRHP properties. No documentation of historic properties will occur with this step.
If no historic resources are identified, TAG will complete a memo report summarizing all cultural resource work, including the literature review and reconnaissance-level survey. This memo report will satisfy the requirements as listed in EPA–Appendix E.
Step 3 - If historic resources potentially eligible to the NRHP are located during Step 2, TAG will draft a memo report providing a list of potentially eligible sites within the project area and evaluate the project effects on the identified resources.
Threatened & Endangered Species Consultant will prepare and submit a letter to the US Fish and Wildlife Service requesting their determination of whether there are Endangered Species or Critical Habitat in the project area.
Products and Deliverables Memo report documenting findings (TAG) US Fish and Wildlife Letter (Precision)
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 16 of 27 Cole Road and Victory Road Intersection Scope of Work ACHD Responsibilities Identify parcels which will be impacted by the installation of any storm water controls.
Assumptions This scope of work is for Steps 1-3 of EPA Appendix E-Historic Property Screening Process. If further work is required following consultation with SHPO, the additional work will be scoped at that time. An intensive-level survey which includes formal documentation of historic resources would be completed as additional services to this scope of work. Archaeological and Historic Resources Survey Report (AHSR) prepared according to the standards of the Idaho SHPO as revised December 2015. The AHSR identifies field methods survey results, and provides recommendations of project effects. After client and SHPO review, the AHSR will be revised if needed and completed as additional services to this scope of work.
4.7 30% Design Submittal This task includes performing an internal review of all deliverables and preparing the submittal documents. The Consultant will deliver one paper and one PDF copy.
Products and Deliverables All deliverables will be uploaded to ACHD’s PWA site o PWA File Folder: 13 30 Percent Design-CPD20/Design Submittal-CPD20.20 Roll Plot of each of the three (3) options with typical section o Including utilities in color (use ITD standards) – At Utility Coordinator’s Direction Geotechnical Investigation Memo Hydraulic / Stormwater Report Bridge Alternative Study Traffic Memo Cultural/Historic/Threatened & Endangered Species Memo 30% Design Cost Estimate on ACHD provided meeting quality control standard as provided by ACHD for each option 30% ROW Required Square Footage (ROW, TE, PE) in Excel PDFs of all deliverables All native files including CAD files (insert and bind all x-refs into one CAD file)
ACHD Responsibilities Transmitting plan sets to project team. Perform internal review of all deliverables
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 17 of 27 Cole Road and Victory Road Intersection Scope of Work Assumptions The engineer will adhere to the ISPWC item number process, as well as the Special Provisions (SP), and ACHD’s Standard Special Provisions (SSP) Do not anticipate a need for design exceptions
4.8 30% Review Meeting
Products and Deliverables Review Meeting Notes Maintain Comment/Response Matrix
ACHD Responsibilities Schedule and Host Meeting Provide Comments – One (1) week prior to the meeting
Assumptions ACHD will complete the review within two (2) weeks of receiving the 30% Design Submittal 5.0 75% DESIGN The minimum information required on a 75% design review plans shall show existing facilities/features and location and general design features of planned facilities. This includes but is not limited to line and grade and other related items that will affect project design. These plans should be at 75% complete at minimum. The 75% Design will be based on the preferred 30% Concept alternative. Refer to Section 5.13 for 75% Design submittals
5.1 75% Roadway Design The minimum information required on 75% design review plans shall show existing facilities / features and location and general design features of planned improvements.
5.2 75% Hydraulic / Stormwater Design The Subconsultant will determine preliminary sizes and show and label locations for all drainage facilities (pipes, culverts, inlets, manholes, and water quality treatment and disposal facilities) on plan and profile sheets.
5.3 75% Gravity Irrigation The Consultant will layout and verify the size of the irrigations structures. The minimum information required on the preliminary design review plans shall be complete enough to show location and general design features of all existing and proposed irrigation facilities.
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 18 of 27 Cole Road and Victory Road Intersection Scope of Work 5.4 75% Storm Water Pollution Prevention Plan (SWPPP) The Subconsultant will prepare a 75% SWPPP based on the ACHD Supplied SWPPP Information Form. The SWPPP will consist of preliminary narrative and Sediment and Erosion Control plan sheets displaying temporary erosion control measures.
5.5 75% Structure Design The Subconsultant will prepare the 75% structure layout, situation and layout, preliminary design of the deck, abutments, footings and wing walls, and details for the bridge over the Five Mile Creek.
5.6 75% Traffic Signal & PHB Design The Consultant will design the initial layout of the traffic signals at Cole and Victory intersection, PHB at Diamond St with school zone flashers, and relocate existing emergency vehicle signal plans will be drafted showing new signal poles, mast arms, and luminaires as necessary for the proposed improvements.
5.7 75% Lighting and Interconnect Design The Consultant will design the street lighting within the project limits. Pole placement to be based on illuminance calculation prepared in Task 4.5. Consultant will design the interconnect improvements to perpetuate the existing system and coordinate with ACHD Congestion Management on cable sizes for possible upgrades.
5.8 75% Signing and Pavement Markings The Consultant will develop signing and pavement markings in accordance with MUTCD, current ACHD standards and applicable state and local laws and ordinances.
5.9 75% Temporary Traffic Control The Consultant will develop the advanced temporary traffic control plan. It is anticipated Cole Road and Victory Road will remain open during construction and a detour plan will not be developed in the scope of work. Temporary Phasing plans will be prepared with 95%.
5.10 75% Right-of-Way The Subconsultant will develop right-of-way requirements using alignment geometry developed for 75% design that defines the limits of additional right-of-way requirements. Permanent and temporary easements will be identified, when possible. Proposed ROW and easements will be shown on plan and profile sheets.
5.11 75% Utility Coordination The Consultant shall include the existing facilities on the plans
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 19 of 27 Cole Road and Victory Road Intersection Scope of Work 5.12 Utility Potholing Subconsultant (Earth Energy) will pothole throughout the corridor to identify the presence of subsurface utilities at specific locations. The intent of this task is not to identify all utility locations, the Contractor will still be responsible for locating all utilities during construction. Potholing will be accomplished with a vacuum truck to minimize field impacts. This scope includes up to 30 potholes. Utility locations will be marked in the field by Digline and pothole locations will be based on the Digline locates. Consultant will coordinate pothole requirements and locations with ACHD. Consultant will be available to provide additional potholing as Additional Services.
Products and Deliverables Utility conflict evaluation Potholing. This scope of work assumes 30 potholes will be required. Additional potholing will be provided as a supplemental service. Pothole location map – to be reviewed and approved by ACHD Utility Coordinator prior to potholing commencing.
5.13 75% Quantities And Construction Cost Estimate The Consultant will tabulate quantities and prepare the 75% construction cost estimate for the project entered into B2W per ACHD User Guide. The ISPWC bid item description and number format and ACHD’s Standard Special Provisions (SSPs) and Special Provisions (SPs) item description and number format will be followed. If a viable item number/description cannot be found, the Consultant will prepare a Special Provision Request or Modification Form and submit to the ACHD Project Manager for approval. The cost estimates will be based on a combination of the most current bid averages report available on ACHD’s website and engineering judgment.
5.14 75% Design Submittal This task includes performing an internal review of all deliverables and preparing the submittal documents. Deliverable shall be in PDF format.
ACHD Responsibilities Transmitting plan sets to irrigation districts, utility companies, and local agencies. Perform internal review of all deliverables
Products and Deliverables All deliverables will be uploaded to ACHD’s PWA site o PWA File Folder: 14 75 Percent Design-CPD90/Preliminary Design Submittal- CPD90.10 Title Sheet – by Precision Typical Sections (3 sheets) – by Precision Removal and Utility Plans (8 sheets) – by Precision Intersection Plan and Profile Sheets (8 sheets) – by Precision
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 20 of 27 Cole Road and Victory Road Intersection Scope of Work o Include measurement on roadway plans from structure to new ROW line if less than 20’ Roadway Plan and Profile Sheets – Including stormwater/irrigation profiles and pothole information (8 sheets – outside of concrete intersection limits) – by CSC o Include measurement on roadway plans from structure to new ROW line if less than 20’ Intersection Grading Plan Sheet (1 Sheet) – by Precision Concrete Jointing Layout and Details (2 Sheets) – by Precision Stormwater Plan and Profile Sheets (6 sheets) – by CSC o Including pond revegetation as outlined in the Stormwater Management Pond Revegetation Guidance Manual Irrigation Profiles (shown on P/P sheets) Structure Plans – by Elite Edge o Situation and Layout (1 Sheet) o Bridge Plan and Elevation (1 Sheet) o Bridge Details (1 Sheet) o Wingwall Details (2 sheets) o Reinforcement Schedule (1 Sheet) Signal Plans – by Precision o Traffic Signal Plan Sheet (1 Sheet) o Traffic Signal Details (2 Sheets) PHB Plans at Diamond Street – by Precision o PHB Signal Plan & Detail Sheet (1 Sheet) School Zone Flashers at Diamond Street – by Precision o School Zone Flasher Plan & Detail Sheet (1 Sheet) Relocated Emergency Vehicle Signal in front Station #17 – by Precision o Emergency Vehicle Signal Plan & Detail Sheet (1 Sheet) Signal Interconnect and Lighting Plans, 40 Scale – by Precision o Traffic Signal Interconnect and Illumination Plan Sheets (5 Sheets) Signing and Striping Sheets (8 sheets) – by Precision Advanced Construction Signing (1 sheet) – by Precision Two (2) sets of 11”x17” 75% design plans (61 sheets) 75% Color Utility Plans (use ITD standards) (Not Required) 75% Cost Estimate on ACHD provided spreadsheet 75% Cost Estimate entered into B2W per ACHD User Guide 75% ROW Required Square Footage (ROW, TE, PE) by Parcel (ROW Requirements Table) – on plans and Excel – by CSC List including property ID, existing fence type, height & top elevation and proposed fence type, height & top elevation. – by CSC w/ assistance from Precision for fences inside concrete intersection limits PDFs of all deliverables – PDF plans need to be to scale at 11x17. All native files including CAD files (insert and bind all x-refs into one CAD file)
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 21 of 27 Cole Road and Victory Road Intersection Scope of Work Plan View Exhibit Updated from PIM for on line display 30% Design Review Comment and Response Matrix
Assumptions The engineer will adhere to the ISPWC item number process, as well as the Special Provisions (SP), and ACHD’s Standard Special Provisions (SSP)
5.15 75% Review Meeting ACHD will provide comments and the review plan sets to the Consultant prior to the meeting. The Consultant shall compile comments on the Comment/Response Matrix and send draft to Project Manager prior to the meeting. The Consultant will attend the 75% Design Review meeting to discuss review comments. ACHD will make final decisions for conflicting review comments. Consultant will complete the Comment/Response Matrix after the 75% Design Review and submit to ACHD.
The Consultant will attend a plan-in-hand field review meeting and prepare notes summarizing field review comments and decisions made.
Products and Deliverables Review Meeting Notes Maintain Comment/Response Matrix Plan-in-Hand Field Review Meeting Notes
ACHD Responsibilities Schedule and Host plan in hand meeting Schedule and Host Meeting Provide Comments – One (1) week prior to the meeting
Assumptions ACHD will complete the review within two (2) weeks of receiving the 75% Design Submittal 6.0 95% DESIGN 6.1 Roadway Design The Consultant and Subconsultants will make modifications based on the 75% design review comments and prepare the 95% design and miscellaneous details. To include: intersection and roadway grading and details, stormwater and irrigation design and details, structure design and details, traffic signal, illumination and ITS design and details, signing and striping, traffic control and construction phasing details, SWPPP, special provision preparation, construction cost estimating and right-of-way plans. Roadway cross sections at 50-ft intervals will be drafted and will include elevation changes at each driveway.
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 22 of 27 Cole Road and Victory Road Intersection Scope of Work 6.2 95% Design Submittal This task includes performing an internal review of all deliverables and preparing the submittal documents. Deliverable shall be in PDF or electronic format. ACHD will be responsible for transmitting plan sets to irrigation districts, utility companies, and local agencies.
Products and Deliverables All deliverables will be uploaded to ACHD’s PWA site o PWA File Folder: 15 95 Percent Design-CPD50/Draft Final Design Submittal- CPD50.10 Title Sheet – by Precision Typical Sections (3 sheets) – by Precision Removal and Utility Plans (8 sheets) – by Precision Intersection Plan and Profile Sheets (5 sheets) – by Precision o Include measurement on roadway plans from structure to new ROW line if less than 20’ Roadway Plan and Profile Sheets – Including stormwater/irrigation profiles and pothole information (10 sheets – outside of concrete intersection limits) – by CSC o Include measurement on roadway plans from structure to new ROW line if less than 20’ Intersection Grading Plan Sheet (1 Sheet) – by Precision Concrete Jointing Layout and Details (2 Sheets) – by Precision Approach/Driveway Profile Sheets (2 sheets) – by CSC Roadway Details (2 sheets) – by Precision & CSC Drainage and Irrigation Detail Sheets (4 sheets) – by CSC Stormwater Plan and Profile Sheets (6 sheets) – by CSC o Including pond revegetation as outlined in the Stormwater Management Pond Revegetation Guidance Manual Irrigation Profiles (shown on P/P sheets) Structure Plans – by Elite Edge o Situation and Layout (1 Sheet) o Bridge Plan and Elevation (1 Sheet) o Bridge Details (1 Sheet) o Wingwall Details (2 sheets) o Reinforcement Schedule (1 Sheet) Signal Plans – by Precision o Traffic Signal Plan Sheet (1 Sheet) o Traffic Signal Detail Sheets (2 Sheets) o Traffic Signal Pole Detail Sheet (1 Sheet) PHB Plans at Diamond Street – by Precision o PHB Signal Plan & Detail Sheet (1 Sheet) o PHB Pole Detail Sheet (1 Sheet)
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 23 of 27 Cole Road and Victory Road Intersection Scope of Work School Zone Flashers at Diamond Street – by Precision o School Zone Flasher Plan & Detail Sheet (1 Sheet) Relocated Emergency Vehicle Signal in front Station #17 – by Precision o Emergency Vehicle Signal Plan & Detail Sheet (1 Sheet) o Emergency Vehicle Signal Pole Detail Sheet (1 Sheet) Signal Interconnect and Lighting Plans, 40 Scale – by Precision o Traffic Signal Interconnect and Illumination Plan Sheets (5 Sheets) o Traffic Signal Interconnect Termination and Illumination Details Sheet (1 Sheet) Signing and Striping Sheets (8 sheets) – by Precision Advanced Construction Signing (1 sheet) – by Precision Temporary Traffic Control and Construction Phasing Plan (including bicycle, pedestrian, and transit facilities) – (4 sheets) – by Precision with CSC assistance) General Construction Staging/Phasing Plans/Utility Phasing Plans (Not Required) SWPPP (1 sheet) – by CSC 95% Color Utility Plans (use ITD standards) (Not Required) Special Provisions (CSC to provide SP’s related to our respective bid items) 95% Cost Estimate on ACHD provided spreadsheet (CSC to provide Excel spreadsheet with estimate/quantities for items on our design sheets. Precision to enter in master estimate on ACHD spreadsheet) 95% Cost Estimate entered into B2W per ACHD User Guide – by Precision 95% Color ROW Plans (40 Sheets) – by Precision and CSC) o Include measurement from structure to new ROW line if less than 20’ 95% ROW Required Square Footage (ROW, TE, PE) by Parcel (ROW Requirements Table) – on plans and Excel – by CSC List including property ID, existing fence type, height & top elevation and proposed fence type, height & top elevation – by CSC List on the plans, in table form, all monuments found within the project limits, identifying Station and Offset from control line and monument type found (I.C. 55-1613) – by CSC List on the plans, in table form, all calibration points, including northing, easting, elevation and monument type – by CSC Show on the plan sheets, the locations of TBM’s and provide TBM information (Station, Offset, Northing, Easting, Elevation and monument type) – by Precision and CSC 95% Stormwater Report (including calculations & Runoff Reduction Feasibility Analysis Documentation From as required) – by CSC 75% design Plans and estimate with ACHD comments – by Precision 75% Comment/Response Matrix – by Precision Two (2) sets of 11”x17” 95% design plans (86 sheets) PDFs of all deliverables – PDF plans need to be to scale at 11x17. All native files including CAD (insert and bind all x-refs into one CAD file)
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 24 of 27 Cole Road and Victory Road Intersection Scope of Work Assumptions The engineer will adhere to the ISPWC item number process, as well as the Special Provisions (SP), and ACHD’s Standard Special Provisions (SSP)
6.3 95% Review Meeting
Products and Deliverables Review Meeting notes Maintain Comment/Response Matrix
ACHD Responsibilities Schedule and Host Meeting Provide Comments – One (1) week prior to the meeting
Assumptions ACHD will complete the review within two weeks of receiving the 95% Design Submittal 7.0 99% DESIGN The Consultant will incorporate comments from the 95% Design review meeting into the 99% Design submittal documents and perform an internal review. The plans will be finalized for right-of-way acquisition and legal descriptions will be written. The Consultant and Subconsultants will provide support during right of way acquisition and make changes to construction and right of way plans as requested by ACHD Project Manager, to be completed as a contingency item to this scope of work.
7.1 Finalize Plans for Right-of-Way Acquisition
Products and Deliverables All deliverables will be uploaded to ACHD’s PWA site o PWA File Folder: 16 99 Percent Designl-CPD65 One (1) set of 11”x17” construction plans (87 sheets) signed and sealed by a Professional Engineer registered in the State of Idaho – by All Two (2) sets of 11”x17” color right-of-way plans (40 sheets), signed and sealed by a Professional Land Surveyor registered in the State of Idaho; attach signing and striping plans to ROW plans – by Precision and CSC o Parcels which have acquisition(s), ROW plans shall show the station and offset of each angle point of the acquisition, including angle points along the existing ROW and at the intersections with property lines of the affected property 99% ROW Required Square Footage (ROW, TE, PE) by Parcel (ROW Requirements Table) – on plans and Excel – by CSC
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 25 of 27 Cole Road and Victory Road Intersection Scope of Work o Include column for subproject numbers in ROW table if applicable. PDF of construction plans (87 sheets) signed and sealed by a Professional Engineer registered in the State of Idaho – PDF plans need to be to scale at 11x17 PDF of color right-of-way plans (40 sheets), signed and sealed by a Professional Land Surveyor registered in the State of Idaho – PDF plans need to be to scale at 11x17 One PDF set of legal descriptions with exhibits for takes and permanent easements, signed and sealed by a Professional Land Surveyor registered in the State of Idaho – by CSC ACHD ROW Checklist – by CSC One PDF set of cross sections to include elevation changes at each driveway – by CSC PDF Special Provisions, signed and sealed by a Professional Engineer registered in the State of Idaho Completed “ACHD Supplied SWPPP Information” – by CSC List including property ID, existing fence type, height & top elevation and proposed fence type, height & top elevation. – by CSC List on the plans, in table form, all monuments found within the project limits, identifying Station and Offset from control line and monument type found (I.C. 55-1613) – by CSC List on the plans, in table form, all calibration points, including northing, easting, elevation and monument type. – by CSC Show on the plan sheets, the locations of TBM’s and provide TBM information (Station, Offset, Northing, Easting, Elevation and monument type). – by Precision and CSC 99% Cost Estimate on ACHD provided spreadsheet – by Precision 99% Cost Estimate entered into B2W per ACHD User Guide – by Precision 95% Design plans and reports with ACHD comments – by Precision 95% Comment/Response Matrix – by Precision 95% Right-of-Way Plans with ACHD comments – by Precision All final permits (404 Joint Application for Permit) – by CSC PDFs of all deliverables – by Precision All native files including CAD (insert and bind all x-refs into one CAD file) Contingency Item: Design support during ROW acquisition
Assumptions The engineer will adhere to the ISPWC item number process, as well as the Special Provisions (SP), and ACHD’s Standard Special Provisions (SSP) 8.0 100% BID DOCUMENTS (Not Included) 9.0 CONSTRUCTION ENGINEERING (Not Included) This task addresses engineering support during the construction phases of the project and the record of survey which occurs after construction is complete. ACHD will utilize the engineer on
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 26 of 27 Cole Road and Victory Road Intersection Scope of Work a time and materials basis. This work is not included in this contract and will be included in a separate contract if required.
DESIGN SCHEDULE This project is currently programmed for right-of-way in FY 2019 and construction in FY 2020
We propose to submit the 99% bid documents by no later than February 23, 2018, pending notice to proceed from ACHD by no later than January 18, 2017. A detailed project schedule will be prepared in coordination with the ACHD PM at the outset of the project. Tentative dates for key milestones throughout the project are outlined below. Notice to Proceed – January 23, 2017 Kickoff Meeting – January 30, 2017 30% Design Submittal – April 10, 2017 30% Design Review Meeting – May 8, 2017 o PIM Meeting – Week of May 22, 2017 (After 30% Design Review Meeting) 75% Design Submittal – August 28, 2017 75% Design Review Meeting – September 25, 2017 o PIM Meeting – Week of October 9, 2017 (After 75% Design Review Meeting) 95% Design Submittal – December 18, 2017 95% Design Review Meeting – January 15, 2018 99% Design Submittal – February 28, 2018
Ada County Highway District Precision Engineering Cole Road Victory Road Intersection December 21th, 2016 ACHD Project No. 317005 ACHD GIS No. IN205-97 Page 27 of 27 MAN-HOUR ESTIMATE Cole Road Victory Road Intersection ACHD PROJECT No. 317005 ACHD GIS No. IN205-97 December 21, 2016
LABOR HOURS TOTAL Principal Eng (PE) Lead Project Eng (PE) Project Eng (PE) Staff Eng (EIT)
TASK 1 GENERAL PROVISIONS - PROJECT MANAGEMENT 1.1 Progress Meetings Kick-off Meeting 4 2 2 Progress Meetings (Assume 4) 16 6 10 1.2 Project Administration (13 Month Design) General Project Management 46 30 12 4 Milestone Schedule 8 2 6 Monthly Invoices & 0771 Form 24 24 Cash Flow Spread Sheet 7 7 TASK 1 TOTAL 105 71 18 4 12
TASK 2 PUBLIC INVOLVEMENT 2.1 Outreach (6 Contact Meetings) 56 38 12 6 2.2 Public Meetings (2 Meeting 30% & 75%) Prepare Exhibits 38 2 4 32 Attend Meetings 8 4 4 Meeting Notes 16 2 4 10 TASK 2 TOTAL 118 46 16 8 48
TASK 3 LOCATION SURVEYING AND MAPPING (CSC) Field Survey Task Coordination 12 4 8 Develop existing ground 3D DTM Surface (Precision) 68 12 40 16 TASK 3 TOTAL 80 4 20 40 16
TASK 4 30% DESIGN 4.1 4.1 Concept Intersection and Roadway Design Design Three (3) Intersection Alternatives 106 24 32 50 Develop Roll plots with typical section 34 2 8 24 Develop Pro/Cons Matrix 24 8 16 Develop Cost Estimates for Each Alternative 22 2 12 8 4.2 Geotechnical Investigation (Terracon) Geotechnical Coordination 6 2 4 4.3 Hydraulic/Stormwater Design Hydraulic Coordination 12 4 8 4.4 Bridge Alternate Study (CSC & Elite Edge Engineers) Bridge Alternate Study Coordination 4 4 4.5 Traffic Intersection Traffic Verification Review Existing Traffic Analysis Reports 12 4 6 2 Update Traffic Projects based on Current Peak Hour Turning Movements based on Updated Peak Hr counts and Existing Traffic Analysis Reports 48 8 24 16 Analyze Traffic Options (3 Alternatives) with HCS 2010 40 12 4 24 Prepare Draft Traffic Analysis Memo 44 8 20 16 Address Review Comments 8 2 6 Prepare Final Traffic Analysis Memo 12 4 8 Illuminance Analysis Complete Corridor Illuminance Analysis with AGI32 60 12 32 16 Prepare Illumination Contours Roll Plot 12 2 2 8 4.6 Environmental Evaluation (TAG) Cultural Resources Coordination 2 2 Threatened & Endangered Species (Precision) 8 2 6 4.7 30% Design Submittal Internal Review and prepare Submittals 24 4 8 12 4.8 30% Review Meeting Prepare for and Attend Meeting, Prepare Meeting Notes, Summarize Comments and Prepare Responses 12 2 4 6 TASK 4 TOTAL 490 48 78 170 194
TASK 5 75% DESIGN 5.1 Roadway Design Prepare Roadway Design 102 8 18 44 32 Title Sheet (1 Sheet) 2 2 Typical Section Sheets (3 Sheets) 36 2 10 24 Removal and Utility Plans (8 Sheets) 94 2 12 32 48 Plan and Profile Sheets (5 Sheets) 174 8 24 42 100 Intersection Grading & Plan Sheet (1 Sheet) 48 8 40 Concrete Jointing Layout & Details (2 Sheets) 28 24 4 Quantities 36 8 12 16 5.2 Hydraulic / Stormwater Design (CSC) Horizontal Storm Drain on Roadway Plan & Profile Sheets 36 8 16 12
12/21/2016 Ada County Highway District Page 1 of 3 MAN-HOUR ESTIMATE Cole Road Victory Road Intersection ACHD PROJECT No. 317005 ACHD GIS No. IN205-97 December 21, 2016
LABOR HOURS TOTAL Principal Eng (PE) Lead Project Eng (PE) Project Eng (PE) Staff Eng (EIT)
5.3 Gravity Irrigation (CSC) Horizontal GI on Roadway Plan & Profile Sheets 14 8 4 2 5.4 SWPPP (CSC) 5.5 Structure Design (Elite Edge Engineers & CSC) Bridge Design Coordination 8 2 6 5.6 Traffic Signal & PHB Design Traffic Signal Plan Sheet (1 Sheet) 42 4 2 36 Traffic Signal Details (2 Sheets) 48 16 2 30 PHB Signal Plan & Detail Sheet (1 Sheet) 46 6 40 School Zone Flasher Plan & Detail Sheet (1 Sheet) 34 2 32 Emergency Vehicle Signal Plan & Detail Sheet (1 Sheet) 34 2 32 Quantities 10 2 8 5.7 Lighting and Interconnect Design Interconnect and Illumination Plan Sheets (5 Sheets) 100 8 20 60 12 Quantities 14 2 4 8 5.8 Signing And Striping Design Signing and Pavement Marking Sheets (8 Sheets) 90 2 8 24 56 Quantities 6 2 4 5.9 Temporary Traffic Control Advanced Construction Signing (1 sheet) 34 6 12 16 Quantities 6 2 4 5.10 Right of Way (CSC) Assist in ROW Development Plans 48 8 24 16 5.11 Utility Coordination Utility Coordination and Utility Base Map Development 38 6 8 24 Pothole location map 14 2 4 8 5.12 Utility Potholing Pothole Coordination 8 8 5.13 Quantities And Construction Cost Estimate Construction Cost Estimate in B2W 18 2 4 12 5.14 75% Internal Design Review Submittal Internal Review and prepare Submittals 38 12 8 2 16 5.15 75% Review Meeting Prepare for and Attend Meeting, Prepare Meeting Notes, Summarize Comments and Prepare Responses 10 2 8 Plan in Hand Field Review Meeting: prepare Meeting Notes, Summarize Comments and Prepare Responses 6 3 3 TASK 5 TOTAL 1222 105 210 386 521
TASK 6 95% DESIGN 6.1 Roadway Design Prepare Roadway Design 30 2 8 20 Title Sheet (1 Sheet) 1 1 Typical Section Sheets (3 Sheets) 22 2 4 16 Removal and Utility Plans (8 Sheets) 32 2 2 20 8 Plan and Profile Sheets (5 Sheets) 70 2 8 20 40 Intersection Grading & Plan Sheet (1 Sheet) 18 2 16 Concrete Jointing Layout & Details (2 Sheets) 10 8 2 Roadway Details Sheet (Sheet 1) 26 2 16 8 Quantities 20 2 6 12 6.2 Hydraulic / Stormwater Design (CSC) Horizontal Storm Drain on Roadway Plan & Profile Sheets 6 2 4 6.3 Gravity Irrigation (CSC) Horizontal GI on Roadway Plan & Profile Sheets 2 2 6.4 SWPPP (CSC) 6.5 Structure Design (Elite Edge Engineers & CSC) Bridge Design Coordination 2 2 6.6 Traffic Signal & PHB Design Traffic Signal Plan Sheet (1 Sheet) 16 2 2 12 Traffic Signal Details (2 Sheets) 34 6 4 24 Traffic Signal Pole Details (1 Sheet) 20 4 16 PHB Signal Plan & Detail Sheet (1 Sheet) 18 2 2 14 PHB Signal Pole Details (1 Sheet) 14 2 12 School Zone Flasher Plan & Detail Sheet (1 Sheet) 10 2 8 Emergency Vehicle Signal Plan & Detail Sheet (1 Sheet) 8 2 6 Emergency Vehicle Signal Pole Detail Sheet (1 Sheet) 14 2 12 Quantities 8 2 6 6.7 Lighting and Interconnect Design Interconnect and Illumination Plan Sheets (5 Sheets) 56 2 8 40 6 Interconnect Termination & Illumination Details(1 Sheet) 34 2 24 8 Quantities 8 2 6 6.8 Signing And Striping Design Signing and Pavement Marking Sheets (8 Sheets) 50 6 24 20 Quantities 422
12/21/2016 Ada County Highway District Page 2 of 3 MAN-HOUR ESTIMATE Cole Road Victory Road Intersection ACHD PROJECT No. 317005 ACHD GIS No. IN205-97 December 21, 2016
LABOR HOURS TOTAL Principal Eng (PE) Lead Project Eng (PE) Project Eng (PE) Staff Eng (EIT)
6.8 Temporary Traffic Control Advanced Construction Signing (1 sheet) 14 2 4 8 Temp Traffic Control & Construction Phasing (4 Sheets) 66 4 38 24 Quantities 6 2 4 6.10 Right of Way (CSC) Assist in ROW Development Plans 40 6 6 24 4 6.11 Utility Coordination Utility Coordination and Utility Base Map Development 8 2 6 Pothole location map 0 6.12 Special Provisions Prepare Special Provisions 26 6 20 6.13 Quantities And Construction Cost Estimate Construction Cost Estimate in B2W 18 2 4 12 6.14 95% Internal Design Review Submittal Internal Review and prepare Submittals 32 16 12 2 2 6.15 95% Review Meeting Prepare for and Attend Meeting, Prepare Meeting Notes, Summarize Comments and Prepare Responses 12 2 10 TASK 6 TOTAL 755 64 140 258 293
TASK 7 99% DESIGN 7.1 Finalize Plans for Right-of-Way Acquisition 272 12 80 80 100 TASK 7 TOTAL 272 12 80 80 100
TASK 8 100% DESIGN - NOT REQUIRED 8.1 Finalize Plans for Construction 0 TASK 8 TOTAL00000
TASK 9 CONSTRUCTION ENGINEERING - NOT REQUIRED TASK 9 TOTAL00000
TOTAL LABOR HOURS 3042 350 562 946 1184
BUDGET HOURLY TOTAL LABOR RATE COST Principal Engineer $120.00 $ 42,000.00 Lead Project Engineer $110.00 $ 61,820.00 Project Engineer $100.00 $ 94,600.00 Staff Engineer $85.00 $ 100,640.00 TOTAL LABOR$ 299,060.00 DIRECT EXPENSES Reproductions (Lump Sum) $ 300.00 PIM Boards (Estimated to be billed at actual cost) $ 500.00 TOTAL DIRECT EXPENSES $ 800.00 SUBCONSULTANTS Civil Survey Consultants (Roadway,SD,GI, 404) $ 195,786.00 Elite Edge Engineers (Bridge Design) $ 38,502.00 Terracon (Geotechnical Investigation) $ 25,994.41 TAG Historical Research and Consulting (Cultural) $ 2,100.00 Earth Energy 30 Utility Potholes, Estimated $300/Each $ 9,000.00 L2 Data Collection (Intersection Peak Hr Counts / 2 Days) $ 1,350.00 TOTAL SUBCONSULTANT EXPENSES$ 272,732.41
TOTAL BUDGET $ 572,592.41
Topographic Survey (Currently under Way NTP 11/16/2016)$ 96,926.00
TOTAL BUDGET INCLUDING SURVEY$ 669,518.41
12/21/2016 Ada County Highway District Page 3 of 3 Ada County Highway District Cole & Victory Intersection ACHD Project No. 317005 ACHD GIS No. IN205-97 Civil Survey Consultants Design Services Man-Hour and Fee Estimate
Task Description Project Chief Of Project Design Design/ Survey Total Manager Surveys Engineer Engineer Survey Crew Man-Hours Technician
1.0 General
1.1 Kickoff Meeting 22 Progress Meetings (6 Meetings) 13 13 1.2 Project Administration (13 Months) 13 13 Project Coordination 13 13 Monthly Project Status Reports - by Precision 0 Earned Value Reports - by Precision 0 Invoices 13 13
2.0 Public Involvement
2.1 Outreach (6 Contact Meetings) 12 12 2.2 Public Meetings 0 Attend Pre-PIM (2 Meetings) 66 Attend PIM (2 Meetings) 66 Prepare PIM Displays (2 Displays for each meeting) 16 16 32
3.0 Location Surveying and Mapping
Previously negotiated under separate contract 0
4.0 30% Design
4.1 Geotechnical Investigation - Coordinate w/ Precison & Terracon 44 4.1.1 - Groundwater monitoring (once a month; April - Oct; 7 total) 14 14 4.2 Hydraulic/Stormwater Design 40 40 80 4.2.1 - Site visits w/ Irrigation Districts 44 4.3 Bridge Alternate Study - Floodplain Analysis/HEC-RAS/No Rise Certificate 48 48 4.3.1 - Meetings with City of Boise (2) 44 4.4 Traffic - by Precision 0 4.5 30% Design Submittal 4 4 4.5.1 - Roll plot with typical section 16 24 40 4.5.2 - Request for design exceptions 11 4.5.3 - Environmental evaluation - by TAG 0 4.5.4 - Cost estimate 88 4.5.5 - ROW Requirement Square Footage 48 12 4.5.6 - File management 44 4.6 Review Meeting 0 4.6.1 - Prepare Review Comment matrix 66 4.6.2 - Attend Meeting 33
5.0 75% Design
5.1 75% Design Submittal 5.1.1 - Roadway Design (10 CSC sheets & SD/Irr on 5 Precision sheets) 4 120 80 80 284 5.1.2 - Hydraulic/Stormdrain Design 20 40 60 5.1.3 - Irrigation Facility Design 24 16 40 5.1.4 - Structure Design - assist w/ bridge layout 88 5.1.5 - Signal Design - by Precison 0 5.1.6 - Signal Interconnect & Lighting Design - by Precision 0 5.1.7 - Signing & Pavement Marking Design - by Precision 0 5.1.8 - General Construction Staging/Phasing/Utility Phasing - by Precision w/ CSC assistance 16 16 5.1.9 - Advanced Construction Signing - by Precision 0 5.1.10 - Environmental evaluation - by TAG 0 5.1.12 - Color Utility Plans (Not Required) 0 5.1.12a - Coordinate Utility Potholing 44 5.1.12b - Draft Utility Pothole Information 16 16 5.1.13 - Cost Estimate (Excel only) 16 16 5.1.14 - ROW Requirements (60 Parcels) 24 24 5.1.15 - Fence summary information 88 5.1.16 - Submittal documents and file management 48820 5.2 75% Review Meeting 5.2.1 - Prepare Review Comment Matrix 16 16 5.2.2 - Attend Review Meeting/Prepare Meeting Minutes 44 5.2.3 - Attend Plan-In-Hand Meeting/Prepare Meeting Minutes 88
6.0 95% Design
6.1 95% Design Submittal 0 6.1.1 - Roadway Design (10 CSC sheets & SD/Irr on 5 Precision sheets) 4 40 60 60 164 6.1.2 - Hydraulic/Storm Drainage Design 10 20 30 6.1.3 - Irrigation Facility Design 10 20 30 6.1.4 - Structure Design - by Elite Edge 0 6.1.5 - Signal Design - by Precision 0 6.1.6 - Signal Interconnect & Lighting Design - by Precision 0 6.1.7 - Signing & Pavement Marking Design - by Precision 0 6.1.8 - General Construction Staging/Phasing/Utility Phasing - by Precision w/ CSC assistance 8 8 6.1.9 - Advanced Construction Signing - by Precision w/ CSC assistance 22 6.1.10 - Sediment and Erosion Control Plan - or- SWPPP 81624 6.1.11 - Color Utility Plans (Not Required) 0 6.1.12 - Special Provisions 16 24 40 6.1.13 - Cost Estimate (Excel only) 88 6.1.14 - ROW Plans w/ ROW requirments table 24 60 84 6.1.14a - Calabration/Monumentation Sheet 816 24 6.1.15 - Fence summary information 22 6.1.16 - Storm Water Report 24 16 40 6.1.17 - Cross Sections (131 Sections at 50-ft station, 45 Driveways & 10 intersections - 26 sheets - by Precision) 0 6.1.18 - Submittal Documents and file management 4 8 16 28 6.2 Review Meeting 0 6.2.1 - Prepare Review Comment Matrix 16 16 6.2.1 - Attend Meeting/Prepare Meeting Minutes 44
7.0 99% Design
7.1 Finalize Plans for Right-of-Way Acquisition 7.1.1 -Plans 4 404040 124 7.1.2 -ROW plans, Descriptions and Sketches for Takes & PE on 60 parcels, and ROW checklist 80 32 112 7.1.3 - Special Provisions 88 7.1.4 - Cost Estimate 416 20 7.1.5 - Cross Sections(131 Sections at 50-ft station, 45 Driveways & 10 intersections - 26 sheets - by Precison) 0 7.1.6 - Permits (404 Joint App Permit) 20 40 60 7.1.6 - Submittal documents and file management 41624 44
8.0 100% Bid Documents
8.1.1 -Plans 0 8.1.2 - Special Provisions 0 8.1.3 - CostEstimate 0 8.1.4 - Cross Sections 0 8.1.5 - Submittal documents and file managemant 0
Total Man-Hours 28 112 718 636 244 0 1738
Design Services Classification Hours Rate Total
Project Manager 28 $ 136.00 $ 3,808.00 Chief Of Surveys 112 $ 136.00 $ 15,232.00 Project Engineer 718 $ 127.00 $ 91,186.00 Design Engineer 636 $ 100.00 $ 63,600.00 Design/Survey Technician 244 $ 90.00 $ 21,960.00 Survey Crew 0 $ 160.00 $ -
Labor Subtotal 1,738 $ 195,786.00
12/16/2016 Cole & Victory Intersection Project No. 317005 December 9, 2016
ELITE EDGE ENGINEERS LABOR (LOADED RATE) EXPENSES Elite Edge Total COST Principal Senior Staff Staff Total Engineers TASK CAD Admin Printing Travel Per Diem Expense Engineer Engineer Engineer Engineer Hours Labor s Cost
1.0 PROJECT ADMINISTRATION 24 0 0 0 0 9 33 $3,443 $0 $54 $0 $0 $0 $54 $3,497 1.1 Progress Meetings (assume 4) 8 8 $1,080 $54.00 $54
1.2 Project Administration a. Set up, Progress Reports ( 13 months) 14 1 15 $1,913 $0 b. Project Correspondence, filing, management, close-out 2 8 10 $450 $0
2.0 PUBLIC INVOLVMENT 2 0 0 0 4 0 6 $810 $0 $0 $0 $0 $0 $0 $810 2.2 Public Meetings (provide structure information/support) 2 4 6 $810
3.0 LOCATION SURVEYING AND MAPPING 0 0 0 0 0 0 0 $0 $0 $0 $0 $0 $0 $0 $0
4.0 30% DESIGN 11 0 0 0 0 0 11 $1,485 $0 $14 $0 $0 $0 $14 $1,499 4.4 Bridge Alternate Study a. Evaluate alternates (two options) 4 4 $540 $0 b. Meet with irrigation district 2 2 $270 $0 c. Prepare Report 2 2 $270 $0
4.7 30% Submittal 1 1 $135 $0
4.8 30% Review Meeting 2 2 $270 $14 $14
5.0 75% DESIGN 84 0 0 20 44 3 151 $18,473 $0 $14 $0 $0 $0 $14 $18,486 5.5 75% Design a. Structural Design and Preliminary Details 1. Bridge design calculations 40 40 $5,400 $0 2. Situation and Layout 4 6 10 $1,350 $0 3. Footing plan and details 4 10 14 $1,890 $0 4. Typical Section and precast details 6 6 12 $1,620 $0 5. Construction phasing 6 6 12 $1,620 $0 6. Headwall/Wingwall plans and details 8 12 20 $2,700 $0 7. Reinforcement 2 4 6 $810 $0 b. QC Review 12 12 $675 $0
5.13 75% Submittal Documents a. 75% Cost Estimate 8 8 16 $1,530 $0 b. Submit Documents 2 1 3 $293 $0
5.14 75% Review Meeting a. Attend Plan in Hand Review Meeting 2 2 $270 $14 $14 b. Prepare Comment/Response Matrix 2 2 4 $315 $0
6.0 95% DESIGN SUBMITTAL 38 0 0 12 30 3 83 $9,923 $0 $14 $0 $0 $0 $14 $9,936 6.2 95% Design Submittal a. Structure Plans (6 Sheets) 1. Situation and Layout 2 4 6 $810 $0 3. Footing plan and details 4 6 10 $1,350 $0 3. Typical section and precsat details 4 4 8 $1,080 $0 4. Construction phasing 2 4 6 $810 $0 5. Headwall/Wingwall plans and details 6 8 14 $1,890 $0 6. Reinforcement 4 4 8 $1,080 $0 b. QC Review 6 $0 c. Special Provisions 4 4 $540 $0 d. 95% Cost Estimate 6 6 12 $1,148 $0 e. Submit 95% Documents and files 2 1 3 $293 $0
6.3 95% Review Meeting a. Attend Review Meeting 2 2 $270 $14 $14 b. Update Comment/Response Matrix 2 2 4 $315 $0
7.0 99% DESIGN 17 0 0 4 13 0 34 $4,275 $0 $0 $0 $0 $0 $0 $4,275 7.1 99% Design Submittal c. Structure Plans (6 Sheets) 1. Situation and Layout 1 1 2 $270 2. Footing plan and details 1 2 3 $405 3. Typical Section and precast details 1 2 3 $405 4. Construction phasing 1 2 3 $405 5. Headwall plans and details 2 4 6 $810 6. Reinforcement 1 2 3 $405 g. Special Provisions 2 2 $270 h. 99% Cost Estimate 4 4 8 $765 l. 404 permit application (support) 2 2 $270 m. Submit 99% Documents and CAD files 2 2 $270
8.0 100% BID DOCUMENTS (NOT INCLUDED) 0 0 0 0 0 0 0 $0 $0 $0 $0 $0 $0 $0 $0
9.0 CONSTRUCTION ENGINEERING (NOT INCLUDED) $0 $0
318 $38,408 $95 $38,502
Total 176 0 0 36 91 15 318 $38,408 $0 $95 $0 $0 $0 $95 $38,502 $38,502
Labor Rate Expenses Total Summary Printing $0.00 Labor $38,408 Labor Rate (Loaded) $135.00 $0.00 $47.25 $56.25 $135.00 $22.50 Travel $94.50 Expenses $95 Per Diem $0.00 Overhead Rate 0.000 0.000 0.000 0.000 0.000 0.000 $0 Contingency $0 Labor Rate (Loaded) $135.00 $0.00 $47.25 $56.25 $135.00 $22.50 $0.00 Total Fee $38,502 Total Expenses $94.50
ELITE EDGE ENGINEERS 208.429.1960 Fee Est Cole Victory EEE Bridge_12_9_16_copy.xls\EEE Costs Page 1 F 208.429.1959 TERRACON GEOTECHNIAL ENGINEERING SERVICES
Cole Road and Victory Road Intersection ACHD Project No. 317005 ADA COUNTY, IDAHO
LABOR HOUR ESTIMATE Revised 12/20/2016 Terracon Proposal No. P62165074
CONSULTANT
STAFF GEOTECH PAVEMENT ENGINEER TASK # TASK DESCRIPTION TOTAL ENGINEER ENGINEER GEOLOGIST TECHNICIAN CLERICAL 1.2 Administration and Invoicing 9.0 3.0 0.0 0.0 0.0 6.0 1.2.1 Administration 1.0 2.0 1.2.2 Invoicing 2.0 4.0 4.2 Geotechinal Investigation 117.0 36.0 21.0 48.0 10.0 2.0 4.2.1 Field Exploration-Field Location of Borings 1.0 4.0 4.2.2 Field Exporation-Utility Locate & Permits 1.0 8.0 4.2.3 Field Exploration-Drilling Borings & Piezometer Installation 2.0 1.0 28.0 4.2.4 Field Exploration-Initial Feasibility Infiltration Rate Tests 1.0 10.0 4.2.5 Laboratory Evaluation 1.0 2.0 2.0 4.2.6 Rigid & Flexible Pavement Analysis 6.0 4.2.7 Bridge Foundation Analysis 12.0 4.2.8 Prepare Draft Geotechinal Engineering Report 12.0 8.0 5.0 1.0 4.2.9 Prepare Final Geotechinal Engineering Report 4.0 2.0 1.0 1.0 4.2.10 75% Design Review 2.0 2.0
STAFF GEOTECH PAVEMENT ENGINEER ENGINEER ENGINEER GEOLOGIST TECHNICIAN CLERICAL TOTAL LABOR HOURS 126 39.0 21.0 48.0 10.0 8.0 TERRACON GEOTECHNIAL ENGINEERING SERVICES
Cole Road and Victory Road Intersection ACHD Project No. 317005 ADA COUNTY, IDAHO
COST ESTIMATE Revised 12/20/2016 Terracon Proposal No. P62165074
A. SUMMARY ESTIMATED LABOR DAY COSTS Raw Labor Labor Hours* Hourly Rate Cost 1 Geotech Engineer (R. Olsen) 39 @ $ 41.83 = $1,631.37 2 Pavement Engineer (K. Hoagland) 21 @ $ 42.75 = $897.75 3 Staff Engineer/Geologist (L. Marsh) 48 @ $ 23.44 = $1,125.12 4 Technician (L. Meyers) 10 @ $ 18.00 = $180.00 5 Clerical (K. Dau) 8 @ $ 24.10 = $192.80
SUBTOTAL RAW LABOR COST = $4,027.04 * See Attached Labor Hour Estimate
B. PAYROLL, FRINGE BENEFIT COSTS & OVERHEAD Total Raw Labor Cost Approved Rate $4,027.04 X 188.99% = $7,610.70
C. FIXED FEE Total Raw Labor & Overhead Approved Rate $11,637.74 X 12% = $1,396.53 D. FCCM Total Raw Labor Cost Approved FCCM Rate $4,027.04 X 0.52% = $20.94
E. OUT-OF-POCKET EXPENSE SUMMARY Estimated Estimated Amount Unit Cost Expense 1 Mileage 2016 (miles)* 180 @ $0.540 = $97.20
TOTAL ESTIMATED EXPENSE = $97.20
F. SUBCONSULTANTS AND TERRACON LABORATORY TESTING Estimated Estimated Amount Unit Cost Expense 1 Roadway and Bridge Drilling, (estimate)** ** = $7,705.00 2 Traffic Control (estimate)** ** = $2,337.00 3 Terracon Laboratory Testing Moisture Content 10 @ $19.00 = $190.00 Atterberg Limits 5 @ $90.00 = $450.00 Gradation - SPT Sample 5 @ $70.00 = $350.00 Gradation - Bulk Sample 2 @ $95.00 = $190.00 Moisture Density Relationship 1 @ $180.00 = $180.00 R-Value 2 @ $510.00 = $1,020.00 Consolidation (with time readings) 1 @ $420.00 = $420.00 TOTAL ESTIMATED SUB/LAB EXPENSE = $12,842.00 *As per the "FEDERAL PER DIEM RATES FOR IDAHO" **See Attached Subconsultant's Summary
TOTAL = $25,994.41 TERRACON GEOTECHNIAL ENGINEERING SERVICES
Cole Road and Victory Road Intersection ACHD Project No. 317005 ADA COUNTY, IDAHO
SUBCONTRATOR COST ESTIMATE Revised 12/20/2016 Terracon Proposal No. P62165074
DRILLING COSTS UNITS UNIT PRICE TOTAL Mob-Drilling Truck Rig, per day 4 $ 250.00 /day $ 1,000.00 Auger Drilling, per foot 105 $ 18.00 /foot $ 1,890.00 5' Borings, per each 5 $ 125.00 /each $ 625.00 Perc Borings with 12" Auger, per each 2 $ 350.00 /each $ 700.00 Labor, Pipe, & Vault For 17.5' Piezo, per each 2 $ 700.00 /each $ 1,400.00 Moving/Setup, per hour 4 $ 150.00 /hour $ 600.00 Support Equipment, per day 4 $ 150.00 /day $ 600.00 Bentonite, per bag 40 $ 8.00 /bag $ 320.00 Sand, per bag 20 $ 16.00 /bag $ 320.00 Asphalt Patch, per bag 10 $ 25.00 /bag $ 250.00 Total Drilling Estimate $ 7,705.00
TRAFFIC CONTROL-4 DAYS UNITS UNIT PRICE TOTAL Traffic Control Plan, per each 2 $35.00 /each $70.00 Flaggers (5), per hour 96 $17.75 /hour $1,704.00 Maintenance, per hour 8 $17.75 /hour $142.00 Equipment Delivery, per each 1 $35.00 /each $35.00 Signs, per day 36 $2.00 /day $72.00 Candles, per day 40 $0.75 /day $30.00 Truck, per day 4 $55.00 /day $220.00 Arrow Board, per day 0 $50.00 /day $0.00 Radio, per hour 64 $1.00 /hour $64.00 Total Traffic Control Estimate $2,337.00 TERRACON GEOTECHNIAL ENGINEERING SERVICES
Cole Road and Victory Road Intersection ACHD Project No. 317005 ADA COUNTY, IDAHO
COST ESTIMATE Revised 12/20/2016 Terracon Proposal No. P62165074
MILEAGE ESTIMATE ROUNDTRIP ONSITE NO. OF TRIPS DESTINATION MILEAGE MILEAGE TOTAL 8 Field Exploration 15 5 160 1 ACHD 20 0 20 Total Mileage Estimate 180 HAZ-TECH DRILLING, INC. P.O. BOX 940 MERIDIAN, ID 83680 PH: (208) 888-4790 OR (800) 359-1502 FAX: (208) 888-5712
PROPOSAL
TO: TERRACON DATE : 12/9/2016 ATTN: KEVIN INVOICE # :XX PROJECT: COLE & VICTORY ROADS BOISE, ID.
TERMS : NET 30 DAYS
UNITS UNIT AMOUNT DESCRIPTION EST PRICE EST ****************************************************** ************** ************* ***************** MOB-DEMOB TRUCK RIG, PER DAY 4.00 $250.00 $1,000.00 AUGER DRILLING, PER FOOT 105.00 $18.00 $1,890.00 5' BORINGS, EACH 5.00 $125.00 $625.00 PERC BORINGS WITH 12" AUGER, EACH 2.00 $350.00 $700.00 LABOR, PIPE, & VAULT FOR 17.5' PIEZO 2.00 $700.00 $1,400.00 MOVING / SETUP, PER HOUR 4.00 $150.00 $600.00 SUPPORT EQUIPMENT, PER DAY 4.00 $150.00 $600.00 BENTONITE, PER BAG 40.00 $8.00 $320.00 SAND, PER BAG 20.00 $16.00 $320.00 ASPHALT PATCH, PER BAG 10.00 $25.00 $250.00 ************ TOTAL AMOUNT EST: $7,705.00
2 BORINGS TO 40' 5 BORINGS TO 5' 2 PERC BORINGS TO 10' WITH LARGE AUGER 2 PIEZO'S INSTALLED TO 17.5'
SCOTT CORN
TAG.Est. Man Hours
Screening Step 2 – Literature Review, county records research and reconnaissance- level survey
Personnel Man hours Hourly Rage Cost Principal 6 $65.00 $650.00 Investigator Historian 24 $65.00 $1560.00 Total 30 $1950.00
Outside Service Charge Services SHPO records $150.00 $150.00 request Total $2100.00
*Hourly rate is a loaded rate and includes overhead.
TAG Historical Research & Consulting a/b/n The Arrowrock Group, P.O. Box 7333, Boise, Idaho 83707 Ttt Joel Grounds
From: Cody Hoge
Hi Joel,
That is a good amount that should cover traffic control and permitting.
On Fri, Dec 9, 2016 at 8:50 AM Joel Grounds
Morning Cody,
We are submitting the draft Scope of work for the Cole and Victory project this morning, I can get you scope later but I need the cost per pothole, I have $300 a pothole for 30 potholes so $9,000 can you confirm that number.
Thanks
Joel Grounds, P.E., PTOE Principal Engineer | Precision Engineering, LLC 539 S. Fitness Place, Ste 120 | Eagle, ID 83616 | Office: 208.938.1695
Cell: 208.859.0485 | email: [email protected]
From: Joel Grounds [mailto:[email protected]] Sent: Monday, December 5, 2016 9:01 AM To: '[email protected]'
Good talking to you Cody,
As discussed can you provide me with an estimate to conduct potholing on the below project by tomorrow afternoon.
• Cole & Victory Intersection – Approximately 30 potholes. 1
December 5, 2016
TRAFFIC DATA COLLECTION SERVICES FOR
Precision Engineers Scope of Services and Cost Proposal
L2 Data Collection (L2DC) is pleased to submit this proposal to provide traffic data collection services in Boise, ID beginning on date(s) and time(s) still to be determined:
1. Data Collection: Intersection Turning Movement Type: Vehicle Volume & Direction Time: Day 1: 7-9AM and 4-6PM ; Day 2: 7-9AM and 4-6PM Classification: Yes Day: Weekdays (non-holiday) Locations: Cole Rod and Victory Road – 2 person
2. Deliverables The Traffic Data Report will be delivered no later than 5 days after the on-site data collection is completed.
3. Contract and Payment Terms Payment terms for the services listed above are net 30 days.
4. Cost Proposal The total lump-sum cost for the services listed above is $1,350.00, including travel time, mileage, lodging, data collection and data processing.
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