HomeMy WebLinkAbout453542 AECOM INC - CONTRACT - RFP - P1116 SH 392 I25 INTERCHANGEPROFESSIONAL SERVICES AGREEMENT
THIS AGREEMENT made and entered into the day and year set forth below, by and
between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred
to as the "City" The Town of Windsor, hereinafter referred to as the "Town" and AECOM USA, Inc.
hereinafter referred to as "Professional".
WITNESSETH:
In consideration of the mutual covenants and obligations herein expressed, it is agreed by
and between the parties hereto as follows:
1. Scope of Services. The Professional agrees to provide services in accordance with
the scope of services attached hereto as Exhibit "A", consisting of 18 (eighteen) pages, and
incorporated herein by this reference.
2. The Work Schedule. The services to be performed pursuant to this Agreement shall
be performed in accordance with the Work Schedule attached hereto as Exhibit "B", consisting of
one (1) page, and incorporated herein by this reference.
3. Contract Period. This Agreement shall commence February 19, 2009 and shall
continue in full force and effect until December 15, 2009, unless sooner terminated as herein
provided.
4. Early Termination by City. Notwithstanding the time periods contained herein, the
City may terminate this Agreement at any time without cause by providing written notice of
termination to the Professional. Such notice shall be delivered at least fifteen (15) days prior to the
termination date contained in said notice unless otherwise agreed in writing by the parties.
All notices provided under this Agreement shall be effective when mailed, postage prepaid and sent
to the following addresses:
Professional: City: Town:
Alan Eckman City of Fort Collins, Town of Windsor
AECOM USA, Inc. Engineering 301 Walnut Street,
717 Seventeenth Street 281 North College Avenue Windsor, CO 80550
Suite 500 Fort Collins, CO 80521 Attn: Kelly Arnold
Denver, CO 80202 Attn: Rick Richter
Standard Professional Services Agreement- rev07/08
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design. All design criteria will be documented and approved by the CLIENT
prior to completion of preliminary design plans.
Agency Coordination Meetings. AECOM Transportation will attend a total of
12 face to face coordination meetings with local agencies including City of Fort
Collins, Town of Windsor, Larimer County, or CDOT. Weekly conference calls
will also be used as required to fulfill coordination activities.
Obtain necessary Right -of -Entry and permits. The AECOM Transportation
Project Team shall obtain the necessary written permission to enter private
property for material testing and survey data collection, as required. Included
in this written permission will be the names and telephone numbers of persons
to contact should notification prior to entry be necessary. These written
permissions apply to CLIENT and CDOT personnel, as well as Consultant
personnel. CDOT Form 730 may be used for this purpose. Signed copies of
the written permission will be submitted to the CLIENT/PM prior to entering
private property for survey work.
7. Progress Meetings. The CLIENT and AECOM Transportation Project
Managers will meet periodically as required to discuss project status. A total of
6 face to face progress meetings are included in the Scope of Work. Weekly
conference calls will also be used to provide project management updates.
These Progress Meetings will be used to coordinate and track the work effort
and resolve problems. The meetings will review the following:
• Activities required to be completed since the last meeting.
• Problems encountered and effectiveness of previous meeting.
• Late activities.
• Activities required to be completed by the next meeting
• Solutions proposed for unresolved and anticipated issues.
• Information or items required from other agencies.
8. Project Management. The Consultant will coordinate all the work tasks being
accomplished by all parties to ensure project work completion stages are on
schedule. This effort includes project invoicing and review of subconsultant
invoices for incorporation into the monthly invoices.
B. PROJECT DEVELOPMENT
• N/A
C. PRELIMINARY DESIGN
The scope of work includes design of the interchange as defined in the SH 392/I-25
Interchange System Level Study, January 2009. The structures in preliminary design
include:
SH 392 over 1-25
New retaining walls along SH 392 and 1-25 ramps
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In -Roads Software and Micro Station CAD Software will be used in the development
of the preliminary design plans. As part of this preliminary design, AECOM will
perform the following activities:
Supplemental Field Survey: Field survey. This work shall be done in
accordance with the CDOT Survey Manual and applicable state statutes. See
detailed scope by HCL Inc. for additional information.
2. Traffic Engineering. AECOM will perform various traffic engineering tasks
associated with the design and construction of the project including signal
design, signing and striping plans, and traffic control plans.
3. Materials Engineering. Materials engineering for pavement design will be
completed. See detailed scope of work by Geocal, Inc. for additional
information.
4. Existing Bridge Condition Investigation. AECOM will field verify the condition
of the existing structures from the PONTIS reports and include the results in
the preliminary design reports.
5. Foundation Investigation Report. A soils investigation and geotechnical report
will be prepared for the following bridge location: SH 392/1-25. See detailed
scope of work prepared by Geocal, Inc.
6. Hydrology/Hydraulic Engineering. A hydrology and hydraulics report will be
prepared for the Project. This report can be used to facilitate the completion
of the various hydrology/hydraulic engineering tasks.
a. Hydrology
(1) Establish drainage basin data: delineate, determine size, waterway
geometry, vegetal cover, land use.
(2) Collect historical data; research flood history and previous designs in
the proximity; and obtain data from other sources (e.g., Colorado
Water Conservation, CDOT Maintenance, and local residents).
(3) Select a storm frequency based on the CDOT Drainage Design
Manual. If it is not possible to use the CDOT Manual storm
frequency criteria for a bridge or culvert design, the CDOT/PM
should be notified. A risk analysis may be required but will not be
accomplished without prior written approval from CDOT.
(4) Do a hydrological analysis using existing studies or approved
methods (see CDOT Drainage Design Manual) for the storm
drainage and outfall structures.
b. Hydraulics
(1) Accomplish the preliminary design for the storm drainage system
including:
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(a) Determine location, type, size. and shape of required drainage
structures.
(b) Assess the degree of sediment and debris problems to be
encountered.
(c) Prepare preliminary structure profiles to determine the
elevations, flowlines, slopes and lengths of the structures.
Indicate the flow quantity on the sections.
(d) Complete the design computations and documentations in
accordance with the CDOT Drainage Design Manual.
(2) A water surface profile and complete hydraulic analysis is required
for major structures. Determine the following:
(a) Required hydraulic size and skew
(b) Design year frequency
(c) Design year headwater elevations
(d) The channel erosion protection as needed.
c. Water Quality
1. Determine appropriate Permanent Water Quality Best
Management Practices (BMPs).
• Perform sizing calculations.
• Evaluate BMP footprint for project compatibility.
2. Determine appropriate Construction Phase BMPs. Prepare
preliminary Storm Water Management Plan (SWMP).
d. Preliminary Hydraulics Report. AECOM will prepare a preliminary
hydraulics memorandum. This memorandum will include a hydrology
analysis and the structure hydraulic design. The hydraulic memorandum
will discuss drainage basins maps, basin descriptions, precipitation, flood
history, design flood frequency, prediction of design discharge, existing
structures, capacity and adequacy problems, design circumstances,
possible channel improvements, allowable headwater, potential property
damage, structure alternatives, and recommended design.
7. Utility Coordination. Utility coordination and locations of existing utilities will be
obtained as part of the survey investigations. Only minor utility coordination
and updates to the locations are included in the Scope of Work.
a. Utility coordination will require the following tasks:
(1) Identify all utilities within the interchange. Determine the existing
and future utilities needs based upon the proposed interchange
configurations.
(2) Collect design data for use in the design phases and incorporation
.into the plan development.
(3) Communications with utility owners and coordinating their utility
comments into the designs.
(4) Conduct utility survey and pot -holing for a maximum of 10 locations
and coordinate into the project design.
Roadway Design and Roadside Development
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a. Roadway Design.
(1) Horizontal and vertical alignment will be based on the SH 39211-25
Interchange System Level Study, January 2009.
(2) Profiles will be adjusted based on updated survey information.
(3) No profile adjustment to 1-25 is assumed.
(4) Compute preliminary earthwork quantities.
9. Right -of -Way. Right of way plans will be prepared. See detailed Scope of
Work prepared by HCL Inc. and HC Peck Inc..
10. Major Structure Design. AECOM will prepare a Site -Specific Structure Type
Study Report for the SH 392 bridge. The span configuration from the SH
392/1-25 Interchange System Level Study, January 2009 will be used as the
basis of design. This is assumed to be a 2 span configuration. Further
coordination with CDOT Staff bridge and CDOT R4 will be accomplished to
completely define the structure type and configuration.
A Structure Study Report will be prepared for the wall structures required. The
results of all study reports will be discussed at a Structure Review Meeting with
CDOT. Comments from the meeting will be addressed and/or incorporated
into the final design phase.
a. Design Coordination. AECOM will collect the following project information
from CDOT as required to complete the preliminary design.
(1) Obtain the structure site data. The following data, as applicable,
shall be collected (see Procedural Directive 1905.1): Typical
roadway section, roadway plan and profile sheets showing all
alignment data, topography, utilities, preliminary design plan, Right -
of -Way restrictions, preliminary hydraulics and geology information,
environmental constraints, lighting requirements, guardrail types,
recommendations for structure type, and architectural
recommendations.
(2) Obtain data on existing structures. Collect existing information such
as existing plans, inspection reports, structure ratings, foundation
information, and shop drawings. A field investigation of existing
structures will be made with notification of the Resident Engineer.
(3) Design Criteria. AECOM will prepare design criteria to be used for
the preliminary and final design. The preliminary criteria will be
based upon the information contained in the SPSR and CDOT
Bridge Design Manual. Horizontal and vertical constraints will also
be established based upon discussions with CDOT Region 4. The
final design criteria for each major structure will incorporate the
information from the preliminary design and include specific
superstructure and substructure component requirements. Ultimate
and allowable design parameters will also be given.
b. Structure Type Studies. The report will follow the guidelines established
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in the CDOT Bridge Design Manual. By means of the structure general
layout, with supporting drawings, tables, and discussion, provide for the
following:
(1) Summarize the structure site data used to select and layout the
structures. Include the following:
(a.) Existing structure data.
(b.) Project site plan
(c.) Roadway vertical and horizontal alignments and cross sections
at the structure.
(d.) Construction phasing
(e.) Utilities on, below, and adjacent to the structure.
(f.) Hydraulics: Not Used
(g.) Preliminary geology information for the structure foundation
(h.) Aesthetic requirements
(i.) Perform an independent review of the structure type studies.
(2) Review the structure site data to determine the requirements that will
control the structure size, layout, and type.
(3) Determine the structure length, width, and span configuration that
satisfy all horizontal and vertical clearance criteria.
(4) Verify and/or develop unit prices for the major structural work items.
(5) Perform preliminary design in accordance with the CDOT Bridge
Design Manual for the following superstructure types: precast
concrete BT girders, precast concrete U girders, and steel plate
girders.
(6) Determine the foundation alternatives. Consider piles, drilled
caissons, spread footings and mechanically stabilized earth
foundations based on geology information from existing structures
and early estimates from the project geologist. To obtain supporting
information, initiate the foundation investigation as early as possible
during the preliminary design phase. Evaluation of any WEAP
Analysis may also be required during this stage.
(7) Develop the staged construction -phasing plan, as necessary for
traffic control and detours; in conjunction with the parties performing
the roadway design and traffic control plan. The impact of staged
construction on the structure alternatives shall be considered and
reported on.
(8) Compute preliminary quantities and preliminary cost estimates as
necessary to evaluate and compare the structure layout, and
foundation type alternatives.
(9) Evaluate the structure alternatives based upon relative costs and
verbal discussion to support recommending anything other than the
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least expensive alternative. Criteria for selection will be based upon
the project goals and determined with stakeholder concurrence.
(10) The structure foundation evaluation for the bridges will be based
upon least cost criteria.
(11) Summarize the results from the structure type studies in two
separate reports and present it to CDOT. The reports should
include the preliminary design criteria, recommended bridge lengths,
and structure recommendations for each location.
c. Wall structures for the SH 392 Interchange that are required by the
proposed roadway improvements will be investigated. It is assumed that
a maximum of 2 (in total) unique wall types will be studied for the 5
retaining walls identified in the Concept Design.
(1) Perform an assessment on the existing conditions to determine
which methods of wall construction are feasible (i.e. top -down or
conventional construction). It is anticipated that Mechanically
Stabilized Earth (MSE), and cast -in -place (CIP) wall types will be
investigated. The preliminary wall types investigated will be based
upon the conceptual wall layouts determined by the SH 39211-25
Interchange System Level Study, January 2009.
(2) Review the project site data and available geotechnical reports to
determine the site -specific requirements that will control the
structure selection.
(3) Incorporate the preliminary hydraulic results, if any, to validate structure
size and alignment.
(4) Compute preliminary quantities and preliminary cost estimates as necessary
to evaluate and compare the structure rehabilitation alternatives.
(5) Summarize the results from the evaluation in a wall structure type
memorandum and present it to CDOT.
d. Independent Analysis Review. AECOM will perform an independent analysis
review of each structure type selection report and structure type memorandum.
11. Construction Phasing Plan. A construction phasing plan shall be developed to
integrate the construction of all the project work elements into a practical and
feasible sequence. This plan shall accommodate the existing traffic
movements during construction (detours). A preliminary traffic control plan will
also be developed which will be compatible with the phasing plan.
12. Preparation for the FIR
a. Coordinate, complete, and compile the plan inputs from other activities:
materials, hydraulics, traffic, right-of-way, and major structures.
b. General layouts for major structures (which have been accepted by
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CDOT) will be included in the FIR plans.
c. Prepare the preliminary cost estimate for the work described in the FIR
plans based on estimated quantities.
d. The FIR plans shall comply with the requirements of the CDOT
Procedural Directive 514.1 and 1905.1 and will include: title sheet, typical
sections, general notes, plan/profile sheets, and preliminary layouts of
interchanges/intersections. The plan/profile sheets will include the
following: all existing topography, survey alignments, projected
alignments, profile grades, ground line, existing ROW, rough structure
notes (preliminary drainage design notes), and existing utility locations.
Typical plan sheet scales will be as follows: 1 Inch = 100 Feet
e. The ROW Ownership Map shall be included in the FIR plan set.
The plans shall be submitted to the CDOT/PM for a preliminary review
prior to the FIR.
g. The construction phasing plans with proposed detours will be included in
the FIR plan set.
h. Plan Preparation for Structure Review Meeting. Prepare preliminary
general layout for the recommended structures. Prepare structure layouts
in accordance with the CDOT Bridge Detailing Manual. Detail drawings
and a detailed preliminary cost estimate shall accompany the general
layout. The detail drawings shall include the architectural treatment at SH
392, if required. Perform an independent design and detail check of the
general layout.
1048 form to be completed by CDOT.
13. Field Inspection Review:
a. Attend the FIR.
b. The FIR meeting minutes shall be prepared by AECOM, approved by the
CLIENT/CDOT/PM, and distributed as directed.
c. The final design will commence immediately on receiving FIR comments.
d. Design decisions concerning questions raised by the FIR will be resolved
in cooperation with the CDOT/PM. The C/PM shall document the decision
and transmit the documentation to the CDOT/PM for approval.
a. A list of all deviations from standard design criteria along with the written
justification for each one shall be submitted to the CDOT/PM.
b. Structure Review Meeting. Report on the results of the structure type
study to CDOT. Obtain acceptance by CDOT on the recommended
structure and its layout. The work schedule shall be planned accordingly.
Standard Professional Services Agreement- rev07/08
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The structure selection report, with the associated general layout, must
be accepted in writing by CDOT prior to the commencement of further
design activities. AECOM will prepare minutes from the structure review
meeting for CDOT Staff Bridge review. CDOT Staff Bridge will supply
meeting minutes format.
D. FINAL DESIGN
In -Roads Software and Micro Station CAD Software will be used in the development
of the final design plans. Selected roadway plans will be prepared in Micro Station
CAD format. As part of this final design, AECOM Transportation will perform the
following activities:
Project Review. AECOM Transportation will update the project schedule
based upon the results of the FIR and coordinate activities required for final
design, initiate design decisions and discuss variances as they affect FOR
activities.
2. Design Coordination. The design for each aspect of the project shall be
reviewed during periodic meetings and approved by the CLIENT/PM prior to
inclusion in the final plans. Specifically the designs for each of the following
must be coordinated:
• Roadway Geometry
• Hydraulics
• Roadside and Bridge Lighting
• Landscaping
• Permanent Signing & Striping
• Construction Phasing
• Guardrail and delineators
3. Utility Coordination. AECOM Transportation will coordinate with CLIENT R4
Utilities to identify required utility relocations. Following the finalization of the
roadway horizontal alignment and profile grade and the horizontal location of
drainage structures, sewers, and other underground structures, AECOM
Transportation will coordinate with CLIENT's Utility Engineer to finalize utility
clearances. All utility agreements will be prepared by CLIENT.
4. Hydraulic Design. AECOM Transportation will complete the final hydraulic
design activities required for the storm drainage and outfall structures. The
work shall include:
a. Data Review. Review data and information developed under the
Preliminary Hydraulic Investigation and update in accordance with
decisions made at the FIR.
b. Geometry Revisions. Geometric revisions to hydraulic structures are
anticipated as a result of post -FIR revisions to roadway and bridge
geometry. Hydrologic basins must be updated. Hydraulic structure
locations, flow rates, and design must be updated.
Standard Professional Services Agreement- rev07/08
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Storm Water Management Plan (SWMP). Update the SWMP in
accordance with decisions made at the FIR, in response to post -FIR
roadway/bridge geometry revisions, and based upon additional
investigation since the FIR incorporated new CLIENT Standard SWMP
plans. AECOM Transportation will coordinate with CLIENT to finalize the
erosion control plans and specifications. Wetlands mitigation plans,
design details and project special provisions for wetlands mitigation will be
performed by EDAW JAECOM.
d. Finalize Hydraulics Report. Complete the hydraulic design for the storm
drainage and outfall structures within the project limits. Update.
hydrology/hydraulics in accordance with bridge/roadway geometric
revisions.
5. Interim Plans. No interim plans are included in the scope of work.
6. Right of Way. See detailed Scope of Work prepared by HCL, inc. and HC
Peck Inc.
7. Materials Engineering. AECOM Transportation will incorporate pavement
recommendations into the design plans as required.
8. Traffic Engineering. AECOM Transportation will perform the following traffic
engineering activities:
a. Permanent Signing/Pavement Marking Plans: SH 392, frontage road, and
ramp signing and pavement markings.
b. Traffic Control Plan: Complete TCP plans and quantities will be prepared
and incorporated into the final design.
c. Signalized Intersections. Signalized intersections shall be designed per
CDOT standards at 4 locations.
9. Roadside Planning:
a. Lighting Plans. The AECOM team will design and develop lighting plans
for the project.
(1) Prepare the plan.
(2) Present it to the CLIENT/CDOT/PM for acceptance.
(3) High mast lighting design is not included in the scope.
(4) After approval of the locations of the lights, the lighting design will be
completed with the following information shown on the plans sheets:
(a.) Circuit type and voltage of power source
(b.) Location of power source (coordinated with the utility engineer)
(c.) Luminaire type and lumens
(d.) Light standard type and mounting height
(e.) Bracket arm type and length
(f.) Foundation Details
(g.) Size and location of electrical conduit
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(h.) Locations of power source(s)/lighting control center(s) (if
appropriate)
(i.) Location of direct burial cable
0.) Size of wiring and/or direct burial cable
10. Final Roadway Design. Complete the final design based upon the input from
all applicable agencies and design disciplines.
11. Final Major Structural Design. During the conduct of this activity AECOM
Transportation shall participate in structural review meetings as previously
specified with the CLIENT/CDOT Structural Reviewer. AECOM Transportation
shall document the FIR and FOR comments from Staff Bridge using a supplied
formatted document. The design and independent analysis shall be in
accordance with the AASHTO's LRFD Bridge Design Specifications, CDOT
Bridge Design Manual, Chapter 19.1 and the remainder of the CDOT Bridge
Design Manual. AECOM Transportation will perform final design for the
following major structures: SH 392/1-25.
It is assumed that the Bridge will be designed as a two -span precast girder structure
made continuous for live load. Any other superstructure type,.including post -tensioned
concrete or structural steel girders, will be considered out of scope.
a. Structure Final Design for Major Structures
(1) Review CDOT FIR accepted general layouts and comments.
Develop revised general layouts for review by CDOT .
(2) Review CDOT accepted foundation recommendations.
(3) Review CDOT accepted hydraulic report.
(4) Revise the general layouts and proceed with the final design as
necessary to incorporate all review comments.
(5) Perform the structural analysis. Provide the superstructure and
substructure design. Document with the design notes, detail notes,
and computer output.
(6) Perform preliminary design check from design and detail notes
before proceeding with the final design.
b. Preparation of Structural Plans and Specifications
(1) Obtain the latest CDOT worksheets for the plan set.
(2) Prepare all detail drawings in accordance with the CDOT Bridge
Detailing Manual, CDOT Bridge Design Manual, and CDOT Drafting
Manual.
(3) Complete the computer runs/calculations.
(4) Prepare the plan sheets.
(5) Prepare special provisions applicable to the project. A maximum of
1 structure -related project special provision is assumed for the
bridge.
(6) Compute quantities and complete the quantity summary.
c. Independent Design, Detail, and Quantity Check
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With Copy to:
City of Fort Collins,
Purchasing
PO Box 580
Fort Collins, CO 80522
In the event of any such early termination by the City, the Professional shall be paid for services
rendered prior to the date of termination, subject only to the satisfactory performance of the
Professional's obligations under this Agreement. Such payment shall be the Professional's sole right
and remedy for such termination.
5. Design, Project Indemnity and Insurance Responsibility. The Professional shall be
responsible for the professional quality, technical accuracy, timely completion and the coordination
of all services rendered by the Professional, including but not limited to designs, plans, reports,
specifications, and drawings and shall, without additional compensation, promptly remedy and
correct any errors, omissions, or other deficiencies. The Professional shall indemnify, save and hold
harmless the City and Town, its officers and employees in accordance with Colorado law, from all
damages whatsoever claimed by third parties against the City and Town; and for the City's and
Town's costs and reasonable attorneys fees, arising directly or indirectly out of the Professional's
negligent performance of any of the services furnished under this Agreement. The Professional
shall maintain commercial general liability insurance, per Exhibit "D" in the amount of $500,000
combined single limits and errors and omissions insurance in the amount of $1,000,000.00.
6. Compensation. In consideration of the services to be performed pursuant to this
Agreement, the City and Town agree to pay Professional a fixed fee in the amount of One Million Six
Hundred Ninety Two Thousand One Hundred Three Dollars and Ninety Eight Cents
($1,692,103.98) plus reimbursable direct costs. All such fees and costs shall not exceed One
Million Six Hundred Ninety Two Thousand One Hundred Three Dollars and Ninety Eight Cents
($1,692,103.98). Monthly partial payments based upon the Professional's billings and itemized
statements are permissible. The amounts of all such partial payments shall be based upon the
Professional's City and Town verified progress in completing the services to be performed pursuant
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(1) Perform independent detail check and design check based upon
plans generated by original designer.
(2) Revise all plan sheets and design notes to reflect any deficiencies
found in the design and detail check.
(3) Check quantities.
d. Structure Final Review Plans and Specifications
(1) Make final plan and special provision corrections.
(2) Complete cross-referencing of plans.
(3) Assemble the complete plans and special provisions and submit for
the FOR plans.
e. Bridge Rating and Field Packages
(1) Prepare the rating packages in accordance with the CDOT Bridge
Rating Manual using VIRTUS software. Prepare the Structure Field
Packages in accordance with the CDOT Bridge Detailing Manual.
(2) Bridge rating calculations will be performed for the bridge.
12. Final Wall Structure Design. During the conduct of this activity AECOM
Transportation shall participate in structural review meetings as specified in D.11 with
the CDOT Structural Reviewer. The design and independent analysis shall be in
accordance with the AASHTO's LRFD Bridge Design Specifications, CDOT Bridge
Design Manual, Chapter 19.1 and the remainder of the CDOT Bridge Design Manual.
a. Structure Final Design for Wall Structures
(1) Review CDOT accepted general layouts and comments.
(2) Review CDOT accepted foundation recommendations.
(3) Review CDOT accepted hydraulic report.
(4) Revise the general layouts and proceed with the final design as
necessary to incorporate all review comments.
(5) Design for the wall structures will be documented with the design
notes, detail notes, and computer output.
(6) Designer shall review the plans with the design and detail notes.
(7) Develop wall aesthetic treatments.
b. Preparation of Structural Plans and Specifications
(1) Obtain the latest CDOT worksheets for the plan set.
(2) Prepare all detail drawings in accordance with the CDOT Bridge
Detailing Manual, CDOT Bridge Design Manual, and CDOT Drafting
Manual.
(3) Complete the calculations:
(4) Prepare the plan sheets.
(5) Prepare special provisions applicable to the project. A maximum of
1 structure -related project special provisions is assumed for walls.
(6) Compute quantities and complete the quantity summary.
c. Independent Design, Detail, and Quantity Check
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(1) Perform independent detail check and design check based upon
plans generated by original designer.
(2) Revise all plan sheets and design notes to reflect any deficiencies
found in the design and detail check.
(3) Check quantities.
d. Structure Final Review Plans and Specifications
(1) Make final plan and special provision corrections.
(2) Complete cross-referencing of plans.
(3) Assemble the complete plans and special provisions and submit for
the FOR plans.
e. Field Packages. Prepare the Structure Field Packages in accordance
with the CDOT Bridge Detailing Manual.
13. Final Miscellaneous Structural Design. Final design services will be provided for any
miscellaneous structure modifications to accommodate any drainage requirements for
this project.
14. Construction Phasing Plan. A final construction phasing plan will be
developed which integrates the construction of the structure work elements
into a practical and feasible sequence. This plan shall accommodate the
existing traffic movements during construction, and a final traffic control plan
developed which shall be compatible with the phasing plan.
15. Plan Preparation for the Final Office Review
a. Coordinate the Packaging of the Plans. Collect plans from all design
elements and collate the plan package. Include the construction phasing
plan. Calculate plan quantities and prepare the tabulations and Summary
of Quantities.
b. New or revised utility locations shall be added to the plan topography.
Conflicts shall be resolved and appropriate pay items/specifications
added, to adjust utilities.
c. The Final Office Review (FOR) plans shall include the following sheets (as
appropriate):
• Title Sheet
• Standard Plans List
• Typical Sections
• General Notes
• Summary of Approximate Quantities
• Appropriate Individual Quantity Tabulations
• Special Details
• Structure Details
• Roadway Plan and Profiles
• Interchange and Intersection Layouts
• Interchange Contour Grading and Drainage Plans
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• Utility locations
• Storm Water Management Plan
• Lighting Plans
• Signing and Striping
• Construction Phasing
• Detour
• Structure Cross Sections
• Roadway Cross Sections with Quantities
The work associated with the FOR plans also includes a quality control
and assurance review by the Project and Task Managers to assure that all
final plan revisions have been incorporated into the FOR set.
d. In addition to the plan sheets, the Special Provisions shall be provided.
This will consist of those unique Project Special Provisions which have to
be written specifically for items, details and procedures not adequately
covered by CDOT's Standard Specifications and Standard Special
Provisions. Also a list of the Standard Special Provisions which are
applicable to the project shall be prepared. The Project Special
Provisions shall be provided in the CDOT format and submitted with the
project plans.
e. Prepare the FOR estimate. Item numbers, descriptions, units and
quantities shall be listed and submitted to the CLIENT/CDOT/PM.
Submit the FOR plans and specifications to the CLIENT/CDOT/PM for a
preliminary review prior to the FOR.
16. Final Office Review. AECOM Transportation will attend the FOR and prepare
the FOR meeting minutes, approved by the CLIENT/CDOT/PM, and
distributed as directed.
17. Construction Plan Package
a. Post -FOR meeting minutes will be prepared by AECOM Transportation for
the structure sheets and submitted to CLIENT for review and approval.
b. The final review of the plans by the CLIENT may require final revision of
the plans which shall be done by AECOM Transportation.
c. The bid plan construction contract package shall consist of the revised
FOR plans and will completely describe the work required to build the
project including project dated special provisions and detailed quantities.
18. Submittals. The Consultant shall submit a hard copy of the following:
a. Roadway Profile, Staking, and Earthwork Quantities
b. Major structures: An independent set of the following shall be submitted
to the CDOT Structural Reviewer for each major structure.
(1) A letter to CLIENT certifying that the Structural Plans and
Standard Professional Services. Agreement- rev07/08
22
Specifications have been prepared in accordance with the present
design standards for the Colorado Department of Transportation and
all federal FHWA regulations.
(2) The complete and final set of original design notes for each bridge
and each retaining wall structure at each site (including output from
computer programs). These notes shall include revisions reconciling
any differences between the original design, the independent design
check and any design changes resulting from subsequent reviews.
See item (6) for format.
(3) The complete and final set of design check notes for each bridge
and each retaining wall. One set of check notes will be prepared for
twin structures. See item (6) for format.
(4) Two sets of field packages: The final quantity calculations as
described in the CDOT Bridge Detailing Manual, a copy of the
geology report, and as -constructed plans for existing structures on
the project, where applicable.
(5) The bridge rating package: Each stand along bridge rating package
shall contain a rating summary sheet for girders and deck, rating
information and hand calculation sheets, rating computer output,
and electronic copy of rating input file. Refer to the Bridge Rating
Manual for a description of these items.
(6) An electronic submittal of the bridge design notes and independent
check will provided, via CDROM. The files will be in acrobat.pdf
format. The team shall use a 400 DPI setting, in accordance with
CDOT Staff Bridge recommendations.
C. Shelf Plans. A complete set of design drawings and project specifications
will be submitted to CLIENT/CDOT at the completion of the FOR design.
19. Record Plan Sets. Two (2) record plan sets for final design of roadways
and structures will be produced which shall bear the seal and signature of the
responsible Consultant Engineer on each sheet. One (1) set shall be retained by the
Consultant for three (3) years. The other set shall be submitted to CLIENT per CRS
12-25-117, as amended. The original plan drawings shall not bear a seal.
20. Corridor Management Support. These services are not included in the scope
of work.
E. SERVICES AFTER DESIGN
This portion of work will address the construction support services required for the
construction of the Project. AECOM Transportation will provide engineering support
services, as described below, to CLIENT to assist with the construction of the
project. A separate construction manager is assumed to handle day-to-day
construction activities. Therefore, RFI's and working drawings will not be reviewed.
Review of Shop Drawings. AECOM Transportation will review contractor shop
and auxiliary drawings as directed by the CLIENT/PM. The following shop
Standard Professional Services Agreement- rev07/08
23
drawings are anticipated for the construction of the bridge: BT Girders; MSE
Wall Design & Details. Each shop drawing submittal shall include the following
items:
a. Maintain log of all submittals which identify the submittal description, date
received and date transmitted back to the sender.
b. The review of the shop drawings shall be done by a PE registered in the
State of Colorado.
c. The review of the construction contractor's shop drawings for
conformance with the contract documents and compliance.with the
provisions of the current "Standard Specifications for Road and Bridge
Construction" in connection with the contract work.
2. Construction Services. When requested by the appropriate CLIENT/PM,
AECOM Transportation shall provide the services described below:
a. Coordinate the schedule at the start of construction and continuously
throughout construction phase.
b. Provide field observation prior to, and on the day of, the following: pile
driving, major concrete pours and girder placement
C. Provide technical assistance to CLIENT project personnel on an as -
needed basis. This service shall include, but not be limited to, the
following: responding to questions in the field that arise relative to the
plans, details or special provisions; and providing engineering and drafting
services for design revisions required due to changes in construction or
field conditions.
3. Post Design Plan Modifications. When requested by the appropriate
CLIENT/PM, AECOM Transportation shall provide design services for plan
modifications required by unforeseen field conditions.
Post Construction Support Services associated with the final earthwork determination, as -
built plans, revisions to the ROW plans, monuments, and updating the Record Plan Set are
not included.
Standard Professional Services Agreement- rev07/08
24
EXHIBIT B
WORK SCHEDULE
SH 392/1.25 Delive Schedule
2009
2010
JanT—Fe—bFMarchj Aril I may June I July I AugSet I Oct I .Nov I ac
Jan Feb Marchl April I May June I July Au Set I Oct I Nov I Dec
Package A Bridge and Ram s
FIR Design. 30%
FOR Design, 90%
Bid Packaging
Bidding
Contracts
Construction
Package B West Frontage Roads
FIR Design. 30%
FOR Design, 90%
Ri ht of Way Acquisition
Bid Packaging
Bidding
Contracts
Construction
Standard Professional Services Agreement- rev07/08
25
EXHIBIT C
FEE SCHEDULE
PROJECT COST WORKSHEET - (SRPI
PROJECT NUMBER: SH 392.1-25 €nterchange Design
LOCATION: Windsor, Coorado
FIRM NAME:
AE OM USA. Inc, &Va DtA,IM Harris
NAME OF PREPARER:
Megan Pearson
PHONE NO:
(303; 376-2900
SCOPE OF WORK DATE:
211&09
CONTRACT TIME:
365 days
TYPE OF PROPOSAL:
Specific Rate of Pay tSRP}
1B. LABOR COSTS:
Employee
Employee
Specific Rate
Estimated
Estimated
Hours
Cost Per
Name
Classification
VHour
Employee
Agins. Charles R
ENGINEER 111
$134.70
W.00
Boswell, Linda L
ADMINISTRATIVE ASSISTANT
S84.65
$0.00
Brown, John D
CADD DRAFTER
$9C.70
$0.00
Cleere. Duane
ENGINEER IV
$t 2.4O
$0.00
Eckman, Alan R
PROJECTMANAGER
:$158.36
1,o:A
a"166,280.96
Erhnan, Aaron C
ENGINEER I
S68.54
1.000
$68,535.17
Eybs. Daniel R
ENGINEER I
S67.70
SO.W
Faessler, Craig A
SENIOR PROJECT MANAGER
$158 36
$0.00
Fuentes, Thomas P
SENIOR ENGINEER
$145.23
90
S73.070.57
Hough. Michael D
ENGINEER II
S78.28
1,612
$126, 194.74
Hied. Allan P
SENIOR PROJECT MANAGER
$181,42
S0.00
Holloway, Don E
SENIOR ENGINEER
$171.18
350
$59,912.58
Hoist Jr, David N
ENGINEER IV
$145,52
SO.00
Kennedy. Charlton Leslie {Chuck)
ENGINEER €11
$109.33
743
$81,229.57
Laippy, Joshua R
PROJECT ENGINEER
$129,11
S0.00
Lind, Steven J
ENGINEER 11
S69.84
305
$21,3o0.29
Lindahi, David A
DESIGNER I
S95.27
1,246
$118.702.05
List*rg, Christopher D
ENGINEER, 1
$60.78
500
$30,390.97
Mail. Gary M
PROJECT MANAGER
$164.15
200
$32.829.76
Mathis. Heath
ENGINEER 111
$113.75
S0,0C
McHenry, Julie A
CADD DRAFTER
$103.22
1.746
$130,226.03
McQuiikin, Stephen J
SENIOR PROJECT MANAGER
$176.47
$0.00
Pearson. Megan M
ADMINISTRATIVE ASSISTANT
$55.40
264
$14,625.85
Romig, Richard P
SENIOR PROJECT MANAGER
$187,64
78
$14.635.92
Saindon, Kennath C
PROJECTMANAGER
:$156.66
1.130
.$17-7,021,22
Salek, Matthew E
PROJECT ENGINEER
$115.89
1,142
$132:350.47
Schaal, Larry P
CADD MANAGER
$105.25
$0.00
Shriner, David A
SENIOR PROJECT MANAGER
$170.6C
$0.00
Slowik, Cheryl L
ADMINISTRATIVE- ASSISTANT
S62.26
$4100
Springer, Ann
ENGINEER II
$95,64
1,350
$129,117.48
Tyrrall.Terny
PROJECT MANAGER
$132.12
SC.00
Zart, James K
ENGINEER 111
$115.31
$0.00
Otal Hours
12806
Otal Labor
1
51.366,423.64
2A. OTHER DIRECT COST RATES:
11em
iim
Rare
Major Reproduction (by vardor)
@ invoice cost
$20 00
Copying
each (8.5x11 & 11x17)
DiazdBlueline
square foot
Plotting%Colying on Mylar
square fact
Postage
Q invoice cost
$0.41
Express Mail
(& invoice Cost lest $14Jmail ng)
S14.00
coutler
@ lnvolce Cost Pest $25/ delivery)
S25.00
Mileage
mile
$0.505
2B. OTHER DIRECT COSTS:
em
Ouamiry
Unit
Unit
Rate
Estimated
Cost
Item
Major Reproduction lbyverdori
80
each
$20,00
.$1.600.00
Copying
6,000
each f8.5xli & 11 x17)
$0.15
$900.Co
Diazo+8luehna
square foot
SO_16
$O.Co
Plorti4Ccying on Mylar
square foot
31.90
SC.00
Postage
[1z invoice Cos!
$0.41
S0,C0
Express Mail
30
@ invoice cost
$14.00
$420,00
Courier
a invoice cost 1,rst S251dolivery)
$.0
SG.CO
Mileage
3,000
mile
S0.505
$1515.0D
otif Other Direct
S4,435.00
D8-Feb-09
Standard Professional Services Agreement- rev07/08
26
PROJECT COST WORKSHEET - (SRP)
PROJECT NUMBER: SH 3921-25 Interchange Design
LOCATION: Windsor, Colorado
Geocaf, lnc (DBEt See attached subconsultant cast worksheat
HCL Surveyors !DEEE) See asached subconsultant cost worksheet
HC Peck (DBE See attached subconsuttairt cost woAsheat
EDAW - See attached subconsutant cost worksheet
Gran= and Associates (DEE" See artached subcensufttant cost •worksheet
38. OUTSIDE SERVICE CHARGE
DBE c%
Emimamd Costs
Geocal, Ino
2.3%
.S33,080.14
HCL Surveyors
5.0%
$84,300.00
HC Pack
1.71%
SN,54280
EDAW
Na
$140.375.40
Clan,on and Associates
1.7%
$29,24TN
10.7 % TOTAL DBE PARTICIPATION Total Outside Services
$321,245.34
4. - TONAL ESTIMA T ED COST (Sum of 16. 28 and 38)
$1.592,1D3.98
1 declare that to the best of.my knevledge the wage rates and other Tama€ unit rates supposing the compensation to
be paid by the Department for the Professional services on this document are accurate. comoiete, and current m the
time of contracting, and include no unallowable or dupficate costs.
'
R.A. Plummer
Vice President Signaeure
Data signed
36•Feb-09
Standard Professional Services Agreement- rev07/08
27
Table 1
Project Cost Worksheet - (SPECIFIC RATE OF PAY)
Location: SH 392 Interchanae'with 125
Firm Name: Geocal, Inc.. 303-337-0338
Name of Preparers Ron Vasquez
Type of Proposal Specific Rate of Pav
1B. LABOR COSTS:
Employee
Employee
Specific Rate
Est No. of
Estimated Cost
Name
Classification
$;Hour (from 1A)
Work Hours
Per Empl.
Mark De Los Santos
Materials Technician
5
51.59
$
Matt Eckhart
Staff Engineer
5
69.36
222
$
15,397.92
Art Ingersoll
Materials Technician
$
57.14
3
-
Paui Jordan
Principal Engineer
$
128.59
$
Mikhail Kaspin
Materials Technician
S
65.63
$
-
Jim Maytum
Geologist
$
62.80
8
$
502.40
Dave Nasiatka
Senior Engineer
$
106.29
E0
$
6,377.40
Husein Redzic
Lab Manager
$
82.54
$
-
Dave Scott
Operations Mgr.
$
100.89
5
-
Tisha Scott
ClericaUCAD Tech
$
45.98
35
$
1,609.30
Debra Vasquez
Business Ops. Mgr,
S
83.35
$
-
Ron Vasquez
Principal Engineer
$
159-64
8
S
1,277.12
Brian (Cuorg) Vu
CAD Tech;analvsis
$
70,05
total hrs-
333 Labor Total:
5
25,164.14
2A. OTHER DIRECT COSTS (IN-HOUSE):
Estimated
Item
Units
Rate
Quantity
Cost
Laboratory Testing
Swell-Consol-tdabon
Each
$
60.00
6
5
360.00
Gradation
Each
$
50.00
14
5
700.00
Liquid 8 Plastic Lim¢ts
Each
$
60.00
14
5
ti40.00
R-Value
Each
$
3550.00
3
$
1,050.00
Unconfined Compressive Strength
Each
$
75.00
3
$
225.00
Water Solub',e Sulfate
Each
$
35.00
4
$
140.00
Direct Shear
Each
$
300.00
2
$
600.00
Mileage
Mile
$
0.550
1,420
$
781.00
Cold Patch Asphalt
Bag
$
12.00
4
$
48.00
A! oxTe-AfedVolqaxnss»errc-ateauaa"reas«atxecoa.
Other Direct Costs (In -House);
5
4,744,00
3B. OUTSIDE SERVICES (VENDORS):
Estimated
Estimated
Oriling vendors -see attached Table 2 S 6,437.00
Traffic Control - see attached Table 2 $ 1,735 00
Outside Services Costs (Vendors): $ 8,172.00
Total Estimated Cost: S 38.080.14
I am a representative of Geocal. Inc., duly authorized to contractually bind the firm.. My signature below constitutes formal aareeuhent (without fiuther
siffnature) to a Task Order, which is issued by the State pursuant to the terms of this Task Order proposal. without substantive change- I also declare
that to the best of my Imowledge the range rates and other factual unit rates supporting the compensation to be paid by the Department for the
professional services on this document are accurate, complete, and current at the time of contracting_ and include no unallowable or duplicate costs.
Ronald T Vasquez, P.E., Principal
Typed Name
GEOCAL, INC-
Revised 2t(312009
Project Cost Worksheet
Page 1 of 1
1 /291'2009
SignaturefDate
SH 39211-26 interchange
Standard Professional Services Agreement- rev07/08
28
PROJECT COST WORKSHEET - (SRP) 2143tt-c9
PROJECT NUMBER:
LOCATIOW Windsor, ork-'rwo
FIRM NAME.
�HCL V4mk.-'mr 1Z
NAME OF PREPAPER;
"Tila,
PHONE NO:
SCOPE OF WORK GATE:
CONTRACT TIME:
dap
TYPE OF PROPOSAL
Rato nR Pay fs RM
I A. SPECIRC, LABOR RATES-
2& OTHER DIRECT COST RATES:
Item
Lint
File
kilpr pwwk:�sn ftv"n&O
� Irve-o-, Cm t
$moo
a
$0.15
fall
so. i 5
rquwe I=
V130
postage
0 mo-be cmt
$0.4i
Expmss MaA
0
314.00
Couser
0 m "a =,I Ism S=-5 demeryl
$25.00
W-ege
nth?
$0.605
Aem
Quarday
Unit
Una
Rate
LstlmaMd
Cast
Itom
mmor Ripmu=n (by Vndn
$0.00
A Sa5
$0.0r,
squ-m tv.
$0.i6
$*.w
p"Olm CqNir qnnmy"ar
squam b=
V-90
S;).W
ftslagp
Exams Main'
0 ,-mt
414,0C)
X
$OX
calmor
--wst wy)
325.00
50.w
Mileage
Tot2a
S-4
3A. OUTSIDE SERVICE RATES-
WA
3& OUTSIDE SERVICE CHARGES:
WA
dL 10 IAL t:5 I WA I LU t.VS I J!3UM of I ti, 21:5 and 3t%1
WA
I deriam ihm laC* ties si mj krLwed�p ;haAap mias and zaw
facwj unit
:aii?s a& , po�mnj the mm.pansatm,
be paid by the Deparmpra ior th-� sm',Des or. it donjrmant
are a=rala, m-rolete, and arrant wt me.
time of wrmwwrig, andinc-tidem m--ry-wTU-- cz duvdra�, =r..
,Ay
,21
Date sqmd
Standard Professional Services Agreement- rev07/08
29
'} }
hereto and upon the City's and Town's approval of the Professional's actual reimbursable expenses.
The parties acknowledge that the sub -contractors are not parties to this agreement. However, the
rates listed for services to be provided by these subcontractors shall be the rate paid by the City and
Town to the Professional for these services. If the amount charged by these subcontractors
exceeds the rates listed in Exhibit "C" the excess amount shall not be paid or owed by the City and
Town. Final payment shall be made following acceptance of the work by the City and Town. Upon
final payment, all designs, plans, reports, specifications, drawings, and other services rendered by
the Professional shall become the sole property of the City and Town.
7. City and Town Representative. The City and Town will designate, prior to
commencement of work, its project representative who shall make, within the scope of his or her
authority, all necessary and proper decisions with reference to the project. All requests for contract
interpretations, change orders, and other clarification or instruction shall be directed to the City and
Town Representative.
8. Project Drawings. Upon conclusion of the project and before final payment, the
Professional shall provide the City and Town with reproducible drawings of the project containing
accurate information on the project as constructed. Drawings shall be of archival, prepared on
stable mylar base material using anon -fading process to provide for long storage and high quality
reproduction. "CD" disc of the as -built drawings shall also be submitted to the owner in and
AutoCAD version no older then the established city standard.
9. Monthly Report. Commencing thirty (30) days after the date of execution of this
Agreement and every thirty (30) days thereafter, Professional is required to provide the City and
Town Representative with a written report of the status of the work with respect to the Scope of
Services, Work Schedule, and other material information. Failure to provide any required monthly
report may, at the option of the City and Town, suspend the processing of any partial payment
request.
Standard Professional Services Agreement- rev07/08
3
PROJECT COST WORKSHEET (SPECIFIC RATE OF PAY)
Proiect Number
Location _I-25 & Sl_1392 Interchainge Troject
Firm name F LC. Peck 8a Associates, lnc,
Name ot'Preparer J E Parker, Jr. _._......._........__.......... Phone no. (303) 623-6112
Scope or work Date January 22, 2009
Type of Proposal : Specific Rate of Pay Contract time
IA. SPECIFIC LABOR RATES
EMPLOYEE ETNUILO'YEE DIRECT SALARY INDIRECT FEE
MC L'1"IPLIER
SPECIFIC RA'11
NAME CLASSIFICATION
COST/110UR
COST (%)
S/HOUR
(4)
(h) (c)
(d)
(e)
Lee S. IIamre
Principal
115.50
0.00
1.00
115.50
J Parker
Principal
I t5.50
0.00
1.00
t 15.50
Mike Anders
Principal
115.50
0.00
1.00
115.50
Pete Newman
Principal
115.50
0.00
1,00
115.50
Margie Newman
Principal
115.50
0.00
1.00
115.50
Pat .Bergman
Sr. QA/QC
1,03.95
0.00
1.00
103.95
Ron Lorenz
Prj Mgr 1.I
97.02
0.00
1.00
97.02
Allan Friesen
Prj Mgr I:1
9 7. 021
0.00
1.00.
97.02
Russ Gager
Title Mgr
91.25
0.00
1.00
86.75
Drew Hodgson
Title Ops
91.25
0.00
1.00
86.75
Shawn Reynolds
Title Ops
91.25
0.00
1,00
86.75
Mark Kendcll
Prj Mgr 1
84.89
0.00
1.00
84.89
Ed Dry
Prj Mbar I
84.89
0.00
1.00
84.89
LaChelle CotTcy
Agent 111
77.62
0.00
1.00
7.7.62
Richard Pittenridge
Agent 111
77.62
0.00
1.00
77.62
Colleen Brewer
Agent H
65.49
0.00
1.00
65.49
Phuong Tran
Agent 11
65.49
0.00
1.00
65.49
Michele Spencer
Agent It
65.49
0.00
1.00
65.49
Peggy Hamilton
Admin I[
48.51
0.00
1.00
48.51
Multiplier (d) = [1+(b)j[I+(c)]
Specific Ratc ($/Hour) = (a) + (a x b) h[ a +- (a x h)] c or (a) x (d)
NOTE::- Items IA> Z Wid 3 are prepared to sul)mtit rates
Items 1B, 2 and 3 are:copipleteci to,cumpute a project cost
Standard Professional Services Agreement- rev07/08
30
I.B. LABOR COSTS:
EMPLOYEE EMPLOYEE SPECIFIC RATE ESTIMATED IN'UMBER
F.,ST (MATED COST
NAME, CLASSIFICATION $ / HOL,t2
OF WORK HOURS
PER EMPLOYEE
(from IA)
(e)
/AA
(f)
Lee S. Hamm Principal 115.50
0.00
115.50
J Parker Principal 115.50
0.00
115.50
Mike Anders Principal 115.50
0.00
115.50
Pete Newman Principal 115.50
0.00
115.50
Margie Newman Principal 115.50
0.00
115.50
Pat Bergman Sr. QA/QC 103.95
0.00
103.95
Ron Lorenz Prj Mgr II 97.02
0.00
97.02
Allan Friesen Prj Mgr Il 97.02
0.00
97.02
Russ Gager Title :Mgr 91.25
0.00
86.75
Drew Hodgson Title Ops 91.25
0.00
86.75
Shawn Reynolds Title Ops 91.25
0.00
86.75
Mark KendelI Prj Mgr 1 84.89
0.00
84.89
Ed Dry Prj Mgr I 84.89
60.00
84.89
LaChelle Coffey Agent :11I 77.62
0.00
77.62
Richard Pittenridge Agent I11 77.62
0.00
77.62 .
Colleen Brewer Agent 11 65.49
0.00
65.49
Phuong Tran Agent .11 65.49
60.00
65.49
Michele Spencer Agent II 65.49
0.00
65.49
Pcggy Hamilton Admin II 48.51
0.00
48.51
TOTAL LABOR
$9,022.80
(*) leave blank for non Project specific.. or non -task specyie contract
2A. OTHER DIRECT COST RATES (IN-HOUSE):
ITEM ESTIMATED UNIT
ESTIMATED
UNITS RATES
COST
Mileage, company vehicle (current Federal government rate)
$
Mileace, personal vehicle (current Federal government rate)
$ 825.00
Lodging: Shall be reimbursed at actual reasonable cost using rates set forth in the state
Fiscal rules, and must be approved in advance by CDOT Project
Manager, and
verified with receipts
$
Per diem: Actual reasonable cost using rates set forth in the state fiscal rules,and
verit icd with receipts, or per deint pay be paid up to a maximum of $25.00 per
day without receipts where previously approved by the Region.
$
Other: Project related. At actual, reasonable cost, and as approved by CDOT Project
Manager in advance.
S
SUBTOTAL S 825.00
Standard Professional Services Agreement- rev07/08
31
2B. OT14ER DIRECT- COSTS (OUTSIDE) :
ESTIMATED
11,I;N1 ESTIMATED UNITS UNIT RATES COST
Research documents at cost S
Outside reproduction service at cost $
Messenger fees at cost $
Per diem: Actual, reasonable, cost using rates set forth in the stare fiscal rulcs,and verified
with receipts, or per deirn pay be paid up to a maximurn of $25.00 per day without
receipts where previously approved by the Region. $
Other: Project related. At actual, reasonable cost and as approved by CDOT Project
Manager in adance. $ 300.00
SUBTOTAL S
ODC TOTAL S 300.00
3A. OUTSIDE SERVICES RATES (SUBCONSULTANTS):
FIRM NAME E911r'VIAXED COST
Please have each sub -consultant, f ll out this form listing their employee's ncnne, clas.sificotions, indirect rate, fe e,
multiplier, other direct cost (ODC), etc... List all vendors to be used and attach their standard price list(s).
3B. OUTSIDE SERVICES (VENDORS):
FIRM NAME H.C. Peck Critic Services)
H.C. Peck (Title Services - 3 title commitments)
**Does not include title insurance.
H.C. Peck ('Title Services— 3 closings)
Foster Valuation Services ( 3 Appraisals)
ES11MATED COST
$ 1.800.00
$ 1,095.00
$16,500.00
TOTAL OUTSIDE SERVICES $ 19,395,00
TOTAL ESTIMATED COST
(SIJ?Yl OF 1B,2A,2B,3A,AND 3B) $ 29,542.80
(*) leave blank for non project specific or non -task specific contract
J E Parker, Jr.
(TYPED NAME)
(SIGNATURE)
January 22, 2009
(DATE SIGNED)
Standard Professional Services Agreement- rev07/08
32
PROJECT COST WORKSHEET - (SRP) 12-Feb-09
Schedule B
PROJECT NUMBER:
SH 3923--25 interchange Design
LOCATION:
Windsor, Colorado
FIRM NAME:
EDAW, Inc.
NAME OF PREPARER:
Bradley Smith
PHONE NO:
970.484.SD73
SCOPE OF WORK DATE:
1112,V9
CONTRACT TIME:
365 days
TYPE OF PROPOSAL:
Specific Rate of Pay (SRP)
IS- LABOR COSTS:
Employee
Name
Employee
Classification
Specific Rate
S1Hour
Estimated
Hours
Estimated
Cost Per
Employee
Jana D. McKenzie
Principal -
$179.03
19
$3,401.57
Bradley Smith
Project Manager
$112.17
340
$38,136 43
John Ko
Sr. Evironmental Planner
S106.20
112
$11,894.59
Chris Gaughn
NEPA'Environmental Plannei
$58.62
228
$13,365.33
Kimberley Kalish
GIS Analyst
S7204
60
$4,262.48
Emmanuel Didier
Landscape Designer
S81-13
32C
S26,447.83
John Beggs
Landscape Designer
S68.48
270
$18,488.61
Aubrey Hake
LandswPe Designer 1
$56.66
360
$20,737.60
Mafia Michieli-Best
Administrative
S64.24
52
$3,340.47
TOTAL TABOR $140,075 s0
A. OTHER DIRECT COST RATES: NIA
Item
linit
Kate
krlajor Reproduction (by vendor;
@ invoice cost
S20.00
Copying
each (8.5x11 & 11x17)
S0.15
DiazoiBlueflne
square foot
S0.1F
Ratting!Copying on 0.lylm
square foot
$1 40
Postage
@ invoice cost
$0.41
Express Mail
CEO invoice cost test $14tmaiiing)
S14.00
Courier
@ invoice cost (eat S251 delivery)
$25.00
Mileage
mile
$0.505
2B. OTHER DIRECT COSTS:
Item
uuantity
Unit
Unit
Rate
Estimated
Cost
Item
PAalor Reproduction (by vendor'
each
$20.00
$0.00
Copying
each (8.5x i l & 11 xi T)
$0.15
$0.00
Diaza•'BlueSrE
square foot
S0.16
$0.00
Plottingcopying on Mylah
square foot
3190
S0.00
Postage
@ invoice cost
S0.41
S0.00
Express Mail
@ invoice cost
$14.00
$0.00
Courier
- @ invoice cost test $251 delivery)
S25.00
S9.00
Mileage
mile
$0.508
SO.00
ow
3A. OUTSIDE SERVICE RATES: NIA
3B. OUTSIDE SERVICE CHARGES: NIA
4. TOTAL ESTIMATED COST (Sum of 1 B, 28 and 35) NIA
$ i 40,075.4D
1 declare that to the best of my knowledge the wage rates and other factual unit rates supporting the compensation t
be paid by the Department for the professional services on this document are accurate, complete, and current at th-
time of contracting, and include no unallowable or duplicate costs
Jana D. McKenzie
Vice President signature
ate signed
'::2FX5Sr5Q3Q'7@_b� En39� �", :;)N,IMCatCaUs'ECAw_C �.^v�.? = taSTNak4heB.ED':V_:s.�a
1of1
Standard Professional Services Agreement- rev07/08
33
PROJECT COST WORKSHEET (SPECIFIC RATE OF PAY)
?r 0cm SH 392 Imercnange
CMS 0 #
Locawn:
COOT 4gq!on 4
RM Nam6,
Manton 3 ASSOataleS. Inc.
Name of Preparer.
NanW Ck't mn
Pnons M:
3013,59G72-N
SWp001 Warr. DWS:
TED
Type of Prap=— :
sippCI a Ram 0t?ay
Coitra t.Tlma:.
TED
11A. SPECIVIC LABOR RATES
EMPLOYEE:
EMPLOYEE
DtREC.TSACARY.
INURE:CT
NIULPPLIER
LABOR RATE
NAME
CLASST CATION
GCS- H'UJR
CCsT
S,; H UR:
'fa)
(o
e
Clanton. tiancy.
Principal Engmr .ai
S74aT-80
'c.4 14b
$2A J.30
A6ams, Gregg
Senicr Designer.:
$75,00
1:,00%
$ 5.90
iegor?
Senia Designer
$ 5.00
1.00%
V5.00
Mutrnatrt y, tb5 mael
ENjimer
$75.00
1 %
�7 5.00.
A Giar, Da` IC
senlu Designer
375,00
1.00%
$75.00
Sanw-s, Dam
Engineer
575-00
1-00%
$75,00
EnnGrt.Jon
CAD Tacrinlcan
$m.0"
7.0040.
- $5.00
1 B. LABOR COSTS
EMPLOYEE.
EMPLOYEE
SPECtRC, RATE
EST11-AATED NLAXIBER
ESTIMATED COST
NAME
CLASSIMATtON
COSTfFO44R
t;F`NORICHOURS
PER EMPLOYEE
GeanP7n.'3art'Cy Pcincipai Engineer
S1,4£.00
50
$
8,120.00
AMMS, GreC9 Selicr Designer
S75,00
110
5
0:250.60
Flageal.e, Gregory senw Designer-
�75-.00
70
5-.2.`a3.01
Ntw-naff,Ky,. Micnaei Engineer
S75.00
26
y
1,950.00
R 4dGrGT, Davia ^Senia Designer
$75,00
^,y
-
SarIMIS, Dane Engimer
$75-0
3
-
Enneat,.Jon CAD Tecnnman
$55.00
10:0
S:
5,500.00
TOOTALLAEflR
S
29,M.W
2A. OTHER DIRECT COST RATES (In-house):
18 EM
MSTMAATED
RATE
ESTIMATED
.
UNITS -
MST
mimage
200
Current FeWiirf Gi?Yef'FMCM rM
$
117.00
SUBTOTAL
$
117.M
2B. OTHER DIRECT COST (Outside):
STEM ES-aIMAT=-D
RATE
ESTLVATED
UNITS
-
COST
W&"
S
15-00
^�
Lodging,
; W-0
S
Ming aW Postage
DGi'..r MAS 2
S
30.rsC7
S
ni7.3M
wc. Exponses'
avtara
S
500.00
S
SUBTOTAL
:$
60.00
ODG TOTAL
3
1 i r .w
f--vwaage- >3 at ctirrent Facera1 gWerrunen1 mie
2-;At Gast Out not toexceW appu=le races in.Careswo Flscai Rules
3--At act. t -eaWna NG COSC tnrt i2t; IMS C:DOT apprava1-
3A. OUTSIDE SERVICES RATES(SUBCOHSULTANTS):
Standard Professional Services Agreement- rev07/08
34
FIRM NAME
ESTWATEED GaS B
38. OUTSIDE SERVICES (VENDORS)-
F F ESTIMATED GOST RM Piro IE
TOTAL OUTSIDE SEFMCES
TOTAL ESTIMTED COST $ 29.247.1-�0
I am a rspresentaW4 c4Janion &Associates.Inc., duty authorized 'to contractuaby bind the ffrrn. My signwins formal
agreem,ant *Ahoutfurthersignature) to a Task Order, whic,,h is issued by tho State pursuant to the tQrmsaf this Tasty Order Proposat,
without substantNechange- I also daiJare that to the lest of my kno%viedge the wage rates and alherfa,:Wal unit rates supportmg the
compsnsafiowot,apaid! by the Depirtmpnifrorthe pcfessional servicsonINsao-curnGrn are accurate, complete. amd-CLrrent 31 the time
of ontracting. and include rtc urIaBowable or durAicntaoosts.
Nancy Cfanton, Prp§dant (SIGNATUPE1
January 26, 2009
Date Signed
Standard Professional Services Agreement- rev07/08
35
EXHIBIT D
INSURANCE REQUIREMENTS
1. The Service Provider will provide, from insurance.companies acceptable to the City, the
insurance coverage designated hereinafter and pay all costs. Before commencing work under this
bid, the Service Provider shall furnish the City with certificates of insurance showing the type,
amount, class of operations covered, effective dates and date of expiration of policies, and
containing substantially the following statement:
"The insurance evidenced by this Certificate will not be cancelled or materially altered,
except after ten (10) days written notice has been received by the City of Fort Collins."
In case of the breach of any provision of the Insurance Requirements, the City, at its option, may
take out and maintain, at the expense of the Service Provider, such insurance as.the City may deem
proper and may deduct the cost of such insurance from any monies which may be due or become
due the Service Provider under this Agreement. The City, its officers, agents and employees shall
be named as additional insureds on the Service Provider's general liability and automobile liability
insurance policies for any claims arising out of work performed under this Agreement.
2. Insurance coverages shall be as follows:
A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain
during the life of this Agreement for all of the Service Provider's employees engaged in work
performed under this agreement:
Workers' Compensation insurance with statutory limits as required by
Colorado law.
2. Employer's Liability insurance with limits of $100,000 per accident, $500,000
disease aggregate, and $100,000 disease each employee.
B. Commercial General & Vehicle Liability. The Service Provider shall maintain during
the life of this Agreement such commercial general liability and automobile liability insurance
as will provide coverage for damage claims of personal injury, including accidental death, as
well as for claims for property damage, which may arise directly or indirectly from the
performance of work under this Agreement. Coverage for property damage shall be on a
"broad form" basis. The amount of insurance for each coverage, Commercial General and
Vehicle, shall not be less than $500,000 combined single limits for bodily injury and property
damage.
In the event any work is performed by a subcontractor, the Service Provider shall be
responsible for any liability directly or indirectly arising out of the work performed under this
Agreement by a subcontractor, which liability is not covered by the subcontractor's
insurance.
Standard Professional Services Agreement- rev07/08
36
,
EXHIBIT E
SPECIAL PROVISION
FEDERAL REQUIREMENTS
Federal laws and regulations that may be applicable to the Work include:
A. The "Uniform Administrative Requirements for Grants and Cooperative Agreements to
State and Local Governments (Common Rule), at 49 Code of Federal Regulations, Part
18, except to the extent that other applicable federal requirements (including the
provisions of 23 CFR Parts 172 or 633 or 635) are more specific than provisions of
Part 18 and therefore supersede such Part 18 provisions. The requirements of 49
CFR 18 include, without limitation:
1. the Local Agency/Contractor shall follow applicable procurement procedures, as
required by section 18.36(d);
2. the Local Agency/Contractor shall request and obtain prior CDOT approval of changes
to any subcontracts in the manner, and to the extent required by, applicable provisions
of section 18.30;
3. the Local Agency/Contractor shall comply with section 18.37 concerning any
subgrants;
4. to expedite any CDOT approval, the Local Agency/Contractor's attorney, or other
authorized representative, shall also submit a letter to CDOT certifying Local
Agency/Contractor compliance with section 18.30 change order procedures, and with
18.36(d) procurement procedures, and with 18.37 subgrant procedures, as applicable;
5. the Local Agency/Contractor shall incorporate the specific contract provisions
described in 18.36(i) (which are also deemed incorporated herein) into any
subcontract(s) for such services as terms and conditions of those subcontracts.
B. Executive Order 11246 of September 24, 1965 entitled "Equal Employment Opportunity,"
as amended by Executive Order 11375 of October 13, 1967 and as supplemented in
Department of Labor regulations (41 CFR Chapter 60) (All construction contracts awarded
in excess of $10,000 by grantees and their contractors or subgrantees).
C. The Copeland "Anti -Kickback" Act (18 U.S.C. 874) as supplemented in Department of
Labor regulations (29 CFR Part 3) (All contracts and subgrants for construction or repair).
D. The Davis -Bacon Act (40 U.S.C. 276a to a-7) as supplemented by Department of Labor
regulations (29 CFR Part 5) (Construction contracts in excess of $2,000 awarded by
grantees and subgrantees when required by Federal grant program legislation. This act
requires that all laborers and mechanics employed by contractors or sub -contractors to
work on construction projects financed by federal assistance must be paid wages not less
than those established for the locality of the project by the Secretary of Labor).
E. Sections 103 and 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.
327-330) as supplemented by Department of Labor regulations (29 CFR Part 5).
(Construction contracts awarded by grantees and subgrantees in excess of $2,000, and in
excess of $2,500 for other contracts which involve the employment of mechanics or
Standard Professional Services Agreement- rev07/08
37
laborers).
F. Standards, orders, or requirements issued under section 306 of the Clear Air Act (42
U.S.C. 1857(h), section 508 of the Clean Water Act (33 U.S.C. 1368). Executive Order
11738, and Environmental Protection Agency regulations (40 CFR Part 15.) (contracts,
subcontracts, and subgrants of amounts in excess of $100,000).
G. Mandatory standards and policies relating to energy efficiency which are contained in the
state energy conservation plan issued in compliance with the Energy Policy and
Conservation Act (Pub. L. 94-163).
H. Office of Management and Budget Circulars A-87, A-21 or A-122, and A-102 or A-110,
whichever is applicable.
The Hatch Act (5 USC 1501-1508) and Public Law 95-454 Section 4728. These statutes
state that federal funds cannot be used for partisan political purposes of any kind by any
person or organization involved in the administration of federally -assisted programs.
J. 42 USC 6101 et sea. 42 USC 2000d, 29 USC 794, and implementing regulation, 45
C.F.R. Part 80 et. sea.. These acts require that no person shall, on the grounds of race,
color, national origin, age, or handicap, be excluded from participation in or be subjected
to discrimination in any program or activity funded, in whole or part, by federal funds;
K. The Americans with Disabilities Act (Public Law 101-336; 42 USC 12101, 12102, 12111-
12117, 12131-12134, 12141-12150, 12161-12165, 12181-12189, 12201-12213 47 USC
225 and 47 USC 611.
L. The Uniform Relocation. Assistance and Real Property Acquisition Policies Act, as
amended (Public Law 91-646, as amended and Public Law 100-17, 101 Stat. 246-256).
(If the contractor is acquiring real property and displacing households or businesses in the
performance of this contract.)
M. The Drug -Free Workplace Act (Public Law 100-690 Title V, subtitle D, 41 USC 701 et
sea.).
N. The Age Discrimination Act of 1975, 42
implementing regulation, 45 C.F.R. Part 91;
Section 504 of the Rehabilitation Act of
implementing regulation 45 C.F.R. Part 84.
U.S.C. Sections 6101 et. seg. and its
1973, 29 U.S.C. 794, as amended, and
O. 23 C.F.R. Part 172, concerning "Administration of Engineering and Design Related
Contracts".
P. 23 C.F.R Part 633, concerning "Required Contract Provisions for Federal -Aid Construction
Contracts".
Q. 23 C.F.R. Part 635, concerning "Construction and Maintenance Provisions".
Standard Professional Services Agreement rev07/08
38
R. Title VI of the Civil Rights Act of 1964 and 162(a) of the Federal Aid Highway Act of
1973. The requirements for which are shown in the Nondiscrimination Provisions,
which are attached hereto and made a part hereof.
Standard Professional Services Agreement- rev07/08
39
10. Independent Contractor. The services to be performed by Professional are those of
an independent contractor and not of an employee of the City or Town. The City and Town shall not
be responsible for withholding any portion of Professional's compensation hereunder for the
payment of FICA, Workers' Compensation, other taxes or benefits or for any other purpose.
11. Personal Services. It is understood that the City and Town enters into this
Agreement based on the special abilities of the Professional and that this Agreement shall be
considered as an agreement for personal services. Accordingly, the Professional shall neither
assign any responsibilities nor delegate any duties arising under this Agreement without the prior
written consent of the City and Town.
12. Acceptance Not Waiver. The City's and Town's approval of drawings, designs,
plans, specifications, reports, and incidental work or materials furnished hereunder shall not in any
way relieve the Professional of responsibility for the quality or technical accuracy of the work. The
City's and Town's approval or acceptance of, or payment for, any of the services shall not be
construed to operate as a waiver of any rights or benefits provided to the City and Town under this
Agreement.
13. Default. Each and every term and condition hereof shall be deemed to be a material
element of this Agreement. In the event either party should fail or refuse to perform according to the
terms of this agreement, such party may be declared in default.
14. Remedies. In the event a party has been declared in default, such defaulting party
shall be allowed a period of ten (10) days within which to cure said default. In the event the default
remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek
damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail
himself of any other remedy at law or equity. If the non -defaulting party commences legal or
equitable actions against the defaulting party, the defaulting party shall be liable to the
non -defaulting party for the non -defaulting party's reasonable attorney fees and costs incurred
because of the default.
Standard Professional Services Agreement- rev07/08
4
APRIL 1980
Nondiscrimination Provisions:
In compliance with Title VI of the Civil Rights Act of 1964 and with Section 162(a) of the
Federal Aid Highway Act of 1973, the Contractor, for itself, its assignees and successors in
interest, agree as follows:
A. Compliance with Regulations. The Contractor will comply with the Regulations of the
Department of Transportation relative to nondiscrimination in Federally assisted
programs of the Department of Transportation (Title 49, Code of Federal Regulations,
Part 21, hereinafter referred to as the "Regulations"), which are herein incorporated by
reference and made a part of this contract.
B. Nondiscrimination. The Contractor, with regard to the work performed by it after award
and prior to completion of the contract work, will not discriminate on the ground of race,
color, sex, mental or physical handicap or national origin in the selection and retention
of Subcontractors, including procurement of materials and leases of equipment. The
Contractor will not participate either directly or indirectly in the discrimination prohibited
by Section 21.5 of the Regulations, including employment practices when the contract
covers a program set forth in Appendix C of the Regulations. .
C. Solicitations for Subcontracts, Including Procurement of Materials and Equipment. In
all solicitations either by competitive bidding or negotiation made by the Contractor for
work to be performed under a subcontract, including procurement of materials or
equipment, each potential Subcontractor or supplier shall be notified by the Contractor
of the Contractor's obligations under this contract and the Regulations relative to
nondiscrimination on the ground of race, color, sex, mental or physical handicap or
national origin.
D. Information and Reports. The Contractor will provide all information and reports
required by the Regulations, or orders and instructions issued pursuant thereto and will
permit access to its books, records, accounts, other sources of information and its
facilities as may be determined by the State or the FHWA to be pertinent to ascertain
compliance with such Regulations, orders and instructions. Where any information
required of the Contractor is in the exclusive possession of another who fails or refuses
to furnish this information, the Contractor shall so certify to the State, or the FHWA as
appropriate and shall set forth what efforts have been made to obtain the information.
E. Sanctions for Noncompliance. In the event of the Contractor's noncompliance with the
nondiscrimination provisions of this contract, the State shall impose such contract
Standard Professional Services Agreement- rev07/08
40
sanctions as it or the FHWA may determine to be appropriate, including, but not limited
to:
Withholding of payments to the Contractor under the contract until the Contractor
complies, and/or;
2. Cancellation, termination or suspension of the contract, in whole or in part.
F. Incorporation of Provisions. The Contractor will include the provisions of
paragraphs A through F in every subcontract, including procurement of materials and
leases of equipment, unless exempt by the Regulations, orders, or instructions issued
pursuant thereto. The Contractor will take such action with respect to any subcontract
or procurement as the State or the FHWA may direct as a means of enforcing such
provisions including sanctions for noncompliance; provided, however, that, in the event
the Contractor becomes involved in, or is threatened with, litigation with a
Subcontractor or supplier as a result of such direction, the Contractor may request the
State to enter into such litigation to protect the interest of the State and in addition, the
Contractor may request the FHWA to enter into such litigation to protect the interests
of the United States.
Standard Professional Services Agreement- rev07/08
41
i
ATTACHMENT LO
Certification for Federal -Aid Contracts
The contractor certifies, by signing this contract, to the best of its knowledge and belief,
that:
1. No Federal appropriated funds have been paid or will be paid, by or on behalf or
the undersigned, to any person for influencing or attempting to influence an officer
or employee of any Federal agency, a Member of Congress, an officer or employee
of Congress, or an employee of a Member of Congress in connection with the
awarding of any Federal loan, the entering into of any cooperative agreement, and
the extension, continuation, renewal, amendment, or modification of any Federal
contract, grant, loan, or cooperative agreement.
2. If any funds other than Federal appropriated funds have been paid or will be paid to
any person for influencing or attempting to influence an officer or of Congress, or
an employee of a Member of Congress in connection with this Federal contract,
grant, loan, or cooperative agreement, the undersigned shall complete and submit
Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its
instructions.
This certification is a material representation of fact upon which reliance was placed
when this transaction was made or entered into. Submission of this certification is a
prerequisite for making or entering into this transaction imposed by Section 1352, Title
31, U.S. Code. Any person who fails to file the required certification shall be subject to a
civil penalty of not less than $10,000 and not more than $100,000 for each such failure.
The prospective participant also agree by submitting his or her bid or proposal that he
or she shall require that the language of this certification be included in all lower tier
subcontracts, which exceed $100,000 and that all such subrecipients shall certify and
disclose accordingly.
Required by 23 CFR 635.112
Standard Professional Services Agreement- rev07/08
42
COLORADO DEPARTMENT OF TRANSPORTATION
CERTIFICATE OF PROPOSED
DBE. PARTICIPATION FOR
CMS #:
Anticipated Location(s):
Project#:
Sheet:
. of
PROJECT SPECIFIC (PS)
CONSULTANT CONTRACTS
Contract DBE Goal:
Will Your DBE % Meet The Goal (box C)?
!U
❑ YES ❑ NO
Instructions For Prime Consultant:
.erg officer of the consultant must ccmple e and submit an criginal copy of this form as part of -lie Commendation Section of your ;PS contract
Statement Of Interest bS01 .
• Submit separate CDOT Form #1 s31 for each proposed DEE.
• Attach a signed Leber ofAcceptance and copy. of DBE certificate from each DBE f:.nn_
• Retain a photocopy for your records_
(NOTE: See 49 CFR part 255 __, and the DBE Lefritions and requirements section of the contract, for further infrrmaticn concerning counting DBE
participation torward the contracts DEE goal.)
NAME OF DBE SUBCONSULTANT
ITEMS OF WORK TO BE PERFORMED
BY DBE SUBCONSULTANT
t
�;
REQUIRED ATTACHMENTS: ❑ Letter of Acceptance ❑ DEE certificate
A) what percentage of. the overall contract is this proposed subcontract, supplyhvendocontra OR-',
servicet'broker contract?
A>
NOTE: Calculate % based on actual subcontractor dollars and not prime contrast pnces Only report % amounts
that are eligible for counting tmvar-d the cuntr-actgoal (See DBt De�x, hors-anc`,1��c7rsdrern�reip,in ccntractt
E) What is the total percentage value of proposed D6E partrcipateo�n from prior sheets fomts %
$>
C) ;flhat is the accumulative percentage value of the overall contract that is committed to DBEs?
C> off.
o
C—[A + B]
z
I certify that:
• my company has accepted a proposal from the DBE subconsultant named above.
• my company has notified the proposed DBE subconsultant of the commitment % of work {LetterofAcceptance is atfachedj.
• my company's use of the proposed DBE subconsultant for the items of work listed above is a condition of the contract award.
• nay company will not use a substitute DEE subconsultant for the proposed GEE subconsultant's failure to perform under a fully
executed subcontract, unless nay company complies with the DBE Dernitionis and Requirements section of the contract.
• In addition, it mycompany does not meet the intended DEE goal for this contract and is unable to document adequate good
faith efforts, I understand that my company will receive a poor contract performance rating from CDOT, which will negatively
impact the scoring of our Statements Of Interest (SO[) on future CDOT contracts.
declare under penalty of perjury in the second degree, and any other applicable state or federal laws, that the statements
made on this document are true and complete to the best of my knowledge,
COMPANY NAME:
DATE:
COMPANY OFFICER SIGNATURE:
TITLE:
-.uv r rut ne u.r I Ixua
Standard Professional Services Agreement- rev07/08
43
15. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire
agreement between the parties and shall be binding upon said parties, their officers, employees,
agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal
representatives, successors and assigns of said parties.
16. Law/Severability. The laws of the State of Colorado shall govern the construction,
interpretation, execution and enforcement of this Agreement. In the event any provision of this
Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such
holding shall not invalidate or render unenforceable any other provision of this Agreement.
17. Prohibition Against Employing Illegal Aliens. Prohibition Against Employing Illegal
Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Professional represents and agrees
that:
a. As of the date of this Agreement:
1. Professional does not knowingly employ or contract with an illegal alien
who will perform work under this Agreement; and
2. Professional will participate in either the e-Verify program created in
Public Law 208, 104th Congress, as amended, and expanded in Public Law 156,
108th Congress, as amended, administered by the United States Department of
Homeland Security (the "e-Verify Program") or the Department Program (the
"Department Program"), an employment verification program established
pursuant to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment
eligibility of all newly hired employees to perform work under this Agreement.
b. Professional shall not knowingly employ or contract with an illegal alien to perform
work under this Agreement or knowingly enter into a contract with a subcontractor that
knowingly employs or contracts with an illegal alien to perform work under this
Agreement.
C. Professional is prohibited from using the e-Verify Program or Department
Program procedures to undertake pre -employment screening of job applicants while this
Agreement is being performed.
d. If Professional obtains actual knowledge that a subcontractor performing work
under this Agreement knowingly employs or contracts with an illegal alien, Professional
shall:
Standard Professional Services Agreement- rev07/08
5
1. Notify such subcontractor and the City and Town within three days that
Professional has actual knowledge that the subcontractor is employing or
contracting with an illegal alien; and
2. Terminate the subcontract with the subcontractor if within three days of
receiving the notice required pursuant to this section the subcontractor does not
cease employing or contracting with the illegal alien; except that Prof essionalshall
not terminate the contract with the subcontractor if during such three days the
subcontractor provides information to establish that the subcontractor has not
knowingly employed or contracted with an illegal alien.
e. Professional shall comply with any reasonable request by the Colorado
Department of Labor and Employment (the "Department") made in the course of an
investigation that the Department undertakes or is undertaking pursuant to the authority
established in Subsection 8-17.5-102 (5), C.R.S.
If Professional violates any provision of this Agreement pertaining to the duties
imposed by Subsection 8-17.5-102, C.R.S. the City and Town may terminate this
Agreement. If this Agreement is so terminated, Professional shall be liable for actual and
consequential damages to the City and Town arising out of Service Provider's violation of
Subsection 8-17.5-102, C.R.S.
g. The City and Town will notify the Office of the Secretary of State if Professional
violates this provision of.this Agreement and the City and Town terminates the
Agreement for such breach.
18. Special Provisions. Special provisions or conditions relating to the services to be
performed pursuant to this Agreement are set forth in Exhibit "E", Federal Requirements,
consisting of seven (7) pages, attached hereto and incorporated herein by this reference.
Standard Professional Services Agreement- rev07/08
6
OWNER: CITY W FORT C LLINS OWNER: TOWN OF W.INDSOR
BY: BY:
DARIN AT ERRY KEU ' RNOLD
MANAGER, CITY VO'�'RT COLLINS MANAGER, TOWN OF WINDSOR
DATE: 3 �i o
BY:
JAMES- O NEILL II, CPPO, FNIGP
DV,EfCTOR OF PURCHASING
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CITY CLERK
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CORPORATE SECRETARY
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Standard Professional Services Agreement- rev07/08
7
EXHIBIT A
SCOPE OF SERVICES
City of Fort Collins
Town of Windsor
Preliminary and Final Design Scope of Work
SH 392/1-25 Interchange
Table of Contents
DESCRIPTION PAGE
A. Project Initiation and Continuing Requirements 2
B. Project Development 3
C. Preliminary Design 3
D. Final Design 10
E. Services After Design 17
Standard Professional Services Agreement- rev07/08
8
INTRODUCTION
The Service Provider, herein referred to as "AECOM" will provide engineering
services to the City of Fort Collins and Town of Windsor, herein referred to as the
"CLIENT".
The items contained within this Scope of Work define the required services for the
SH 392/1-25 interchange reconstruction. The preliminary and final design tasks are
based upon the enhanced concept design and frontage road concept design that
was developed and approved in the CDOT 1601 System Level Study by the
Colorado Transportation Commission on 1/21/09.
A. CONTINUING REOUIREMENTS
As part of continuing requirements, AECOM Transportation will perform the
following:
Initial Project Meeting. An initial project "Kickoff" meeting will be held
immediately upon Notice to Proceed. Representatives from the Consultant
and all applicable CLIENT departments will attend the meeting. AECOM
Transportation will prepare the meeting agenda and meeting minutes.
2. Review environmental mitigation requirements and ensure that they are
included in the plan for design. Catex environmental clearance was obtained
on January 5, 2009. Mitigation outlined by the Catex documentation will be
implemented. Additional wetland mitigation options will be developed for
greater than 1:1 mitigation, up to 3:1 mitigation. The options will be
documented in a detailed report and will be delivered along with the
preliminary design plans. The CLIENT will provide input on the preferred
mitigation option that will be used to develop the final plans for mitigation.
The Parties agree that minimum NEPA requirements for this project call for
wetlands mitigation on a 1:1 ratio, and provisions for such mitigation have
been included in the Systems Level Study submitted to the Transportation
Commission on January 21, 2009. It is the intention of the Local Agency, at its
own cost, to exceed the minimum NEPA requirements by providing wetlands
mitigation on a 3:1 ratio. The Parties specifically agree that the cost of any
Local Agency plan to study and/or construct -such enhanced wetlands
mitigation shall be borne entirely by the Local Agency, with no cost to the
State. Furthermore, no Local Agency plan for enhanced mitigation shall be
constructed without the written consent of the State and conditions for such
consent shall mandate provisions for perpetual maintenance by the Local
Agency, and provisions for an adequate water supply to allow such mitigation
to exist in perpetuity.
3. Develop a Project Schedule : AECOM Transportation will develop a schedule
using Microsoft project software that will be periodically updated during the
project.
i 4. Review and revise design criteria as required. CDOT and AASHTO design
criteria will be used, along with City of Fort Collins criteria for frontage road
t
Standard Professional Services Agreement- rev07/08
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