HomeMy WebLinkAboutProfessional Services Agreement with JUB Engineers for Waterline Construction Project~~~ ~ J J-U-B ENGINEERS, Inc. PHK
Engineers Surveyors Planners AGREEMENT FOR PROFESSIONAL SERVICES
DRAFT 12/07/98
J-U-B Project No.: 11510
~~~~ ~ebrr~v 1999
THIS AGREEMENT entered into this I n - day of $@eeA4b~199E, between City Of Meridian, Idaho hereinafter referred to as the "CLIENT" and
J-U-B ENGINEERS, Inc., an Idaho corporation of Boise, Idaho, hereinafter referred to as " J-U-B ".
WITNESSETH:
WHEREAS, the CLIENT intends to CORlplete Water dlStrlbUtlOn ImprOVementS OUtllned In Attachment A, Part 1,nereinafter referred
to as the PROJECT; NOW, THEREFORE, the CLIENT and J-U-B in consideration of their mutual covenants herein agree in respect as set forth below.
CLIENT INFORMATION AND RESPONSIBILITIES
The CLIENT will provide to J-U-B all criteria and full information as to CLIENT's requirements for the Project, including design objectives and
constraints, space, capacity and performance requirements, flexibility and expandability, and any budgetary limitations; and fumish copies of all design and
construction standards which CLIENT will require to be included in the Drawings and Specifications.
The CLIENT will fumish to J-U-B, as required for performance of J-U-B 's services, data prepared by or services of others, if available, including, without
limitation, borings, protvngs and subsurface explorations, hydrographic surveys, laboratory tests and inspections of samples, materials and equipment;
appropriate professional interpretations of all of the foregoing; environmental assessment and impact statements, surveys of record, property descriptions;
zoning, deed and other land use restrictions; and other special data or consultations as may be available, all of which J-U-B may use and rely upon in
performing services under this Agreement.
The CLIENT will arrange for access to and make all provisions for J-U-B to enter upon public and prvate property as required for
J-U-B to perform services under this Agreement.
In addition, the CLIENT will fumish to J-U-B : AS OUtllned In Attachment "A".
SERVICES TO BE PERFORMED BY J-U-B
J-u-B will perform services outlined in Attachment "A".
SCHEDULE OF SERVICES TO BE PERFORMED
J-U-B will perform said services as follows: AS outlined In Attachment "A".
BASIS OF FEE AND BILLING SCHEDULE
The CLIENT will pay J-U-B for their services and reimbursable expenses as follows: AS OUtllned In Attachment "B".
File Folder rtle MERIDIAN CITY OF -1999 Waterline Construction Proiect
Remarks:
The Notice to Proceed, by the Client, verbal or written, constitutes acceptance of this Agreement.
THE TERMS AND CONDITIONS, INCLUDING RISK ALLOCATION, ON THE REVERSE SIDE ARE PART OF
THIS AGREEMENT. THE CLIENT AGREES TO SAID TERMS AND CONDITIONS.
IN W ITNESS W HEREOF, the parties hereto have executed this Agreement as of the day and year first above written.
CLIENT: J-U-B: Phillip H. Krichbaum, P.E., Project Manager
City of Meridian 250 South Beechwood, Suite 201
NAME STREET
200 E. Carlton Avenue, Suite 100 Boise D 83709-0944
STREET C STATE ZIP CODE
MadAralo ID 83642_ f~~ ~ /~~r/r t
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Yellow - J-U-B Office File
Pink - J-U-B Project File
President
J-U-B -02
12/07/98
1.2 Phase II of the project will encompass the following improvements:
Item
No. (*) Description Diameter
(in) Approx.
Length (ft)
1 Nola -Lanark to Franklin; and Franklin -Nola to Medimont
Subdivision 12 1,800
2 Northgate 6 350
3 W. Washington (4" to 6") 6 200
4 E. 5t Ft Carlton (4" to 8") 8 7700
~ Si:rai:ferd ~"~_*e..~,,...e.. ~ ~.,e +„ Cr~nLlin
c cv ~ ~ a~ rtccu ~ ~ 9Jt!
6 Abandon main east of Water Tower
7 West Taylor -main connect and services
8 East Ada -lower main 6 330
11 North Meridian Road -North of Cherry Lane 12 860
13 Waltman Lane -Meridian Road to The Landing Subdivision 12 2,600
14 West Pine -Haven Cove to Ten Mile 10 2,000
15 Ten Mile -Pine Street to Parkside Creek Subdivision 12 700
16 Locust Grove -Wilson Lane to East Pine 12 850
TOTAL 10, 390
(*) Denotes identification number listed in amended RFP project listing
SECTION 2 -OWNER RESPONSIBILITIES
Client Information and Responsibilities:
The following data and/or services are to be provided ty the OWNER without cost to the CONSULTANT.
2.1 Provide ongoing review of the CONSULTANT'S work and timely consideration of policy issues within a
time acceptable to both the OWNER and CONSULTANT.
2.2 Provide access to relevant record drawings, master plans, and other relevant information of record.
Attachment "A" -Page 2
' 12/07/98
2.3 Provide waterline sizing, valuing, connection locations, and fire hydrant locations. Provide City water
system standards and listing of acceptable manufacturers for major water system components such as
fire hydrants, water meters, meter setters, valuing, etc.
2.4 Assist in identifying buildings and dwellings requiring water service.
2.5 Pay for all permits, fees, or payments required to secure easements or permitting for construction of
the proposed improvements.
2.6 Provide copies of all existing city easements in the project area that may be relevant to the project.
2.7 Mail a flyer to the adjoining landowners informing them of the project.
2.8 Pay for all costs associated with the acquisition of easements or permits required to construct the
project.
SECTION 3 -PRELIMINARY AND FINAL DESIGN
Services to be Performed by the CONSULTANT:
The CONSULTANT shalt furnish services specifically limited to the following:
3.1 Predesiun
A. The CONSULTANT shall attend a predesign meeting with the OWNER for the purposes of
obtaining project information and to receive any general direction the OWNER may have with
respect to proceeding with the project.
Attachment "A" -Page 3
12/07/98
B. CONSULTANT will prepare preliminary alignment alternatives and preliminary cost estimates
for the I-84 crossing.
• Alignment options will be developed from available Ada County mapping, field review and
input from the OWNER and affectec; agencies.
• Initial screening of the alternatives will be performed with the OWNER and opinions of cost
developed for the selected alternatives. Screening considerations are anticipated to
include minimizing boring lengths and excavation depths, implementability, reliability,
availability of easements, etc. To rank alternative alignments, a preliminary evaluation on
the availability of easements will need to occur during this phase of the project. The
CONSULTANT'S work scope in conjunction with easement acquisition, is provided in a
subsequent tasks under Section 6.
• CONSULTANT will meet with OWNER to select a final alignment.
3.2 Agency and Utility Coordination, Research, and Permitting
A. The CONSULTANT shall schedule and coordinate a meeting with the Idaho Transportation
Department (ITD) and Ada County Highway District (ACRD) to:
• Establish acceptable waterline and boring corridors within the State and County
rights-of-ways.
Attachment "A" -Page 4
12/07/98
• Determine if any road or structure improvements are anticipated in the foreseeable
planning period.
• Obtain pertinent design requirements and material specifications for proposed
improvements. Obtain record drawings of improvements in the project vicinity.
• Identify approval time required to complete the permitting process.
CONSULTANT will prepare the necessary plans and exhibits and complete right-of-way utility
permits for agency approval.
B. The CONSULTANT will contact irrigation and drainage districts that may be affected by the
proposed construction. License agreement applications will be prepared for submittal to the
utility.
C. The CONSULTANT shall contact and receive utility information from affected utilities
including, but not limited to, gas, power, telephone, storm drainage, cable T.V., street
lighting, traffic signals, irrigation, and other utilities which may be affected by the proposed
construction. Utilities depicted on drawings as a result of this task will not be verified. Utility
location must be verified during project construction.
D. Coordination and the submittal of final construction plans and specifications to the Idaho
Division of Environmental Quality, shall be performed by the CONSULTANT.
Attachment "A" -Page 5
12/07/98
3.3. Monument, Record Map Benchmark Research, Right-of-way Research and Control
The CONSULTANT shall research the Ada County Surveyor's records for survey monuments to aid in
establishing horizontal control for the project. The CONSULTANTS previous horizontal control work
completed for the OWNER, in the 1998 Sewer Planning Project, will be utilized to the maximum extent
feasible. The horizontal coordinate system will be translated to a common point in the 1983 Ada
County G.I.S. system. The CONSULTANT will locate in the field monuments of record that may be
disrupted as a part of construction. The CONSULTANT shall reference these monuments on the
Construction Plans provided to the OWNER. In addition, the CONSULTANT shall depict on the
construction plans, other monuments, or land corners that have adequate evidence of existing.
Vertical control shalt be based on the 1988 NAVD datum elevation. Research will be performed to
generally identify rights-of-ways.
3.4 Topographic Survey
The CONSULTANT shall complete topographic surveys along the waterline routes. General limits of
topographic survey are listed below:
• Waterline routes will be bounded by the roadway rights-of-ways. Additional site survey
may be required at the waterline connection points.
• The I-84 crossing topography limits will encompass a land strip area of 100 feet in width
along the selected final waterline route. Additional field topography may be required to
locate allowable construction staging areas and access points.
The survey shall locate all relevant features necessary for a proper design of the project. As a
minimum, these items shall include topography features such as fences, utility poles, surfacing,
culverts, drainage structures, significant vegetation, sidewalks, curbs, gutters, driveways, utilities,
Attachment "A" -Page 6
12/07/98
edge of pavement, and shall also include a search for monuments of record, physical survey of
monuments and property pins that are found.
3.5 Construction Survey Control
The CONSULTANT shall set temporary benchmarks (T.B.M.s) and horizontal control points at intervals
along the alignment of the project required for proper construction control. TBM's and horizontal
control points shall be delineated on the final Construction Plans provided to the OWNER.
3.6 Design
A. Basic Design of Buried Waterline Alignments. The CONSULTANT shall be responsible for
preparing the design in conformance with OWNER, and local agencies' policies including ACHD and
ITD. CONSULTANT shall be responsible for design considerations such as traffic access, alternative
boring technology evaluation, connection details, water service details, alignment to ensure
compliance with separation from sewers and other known nonpotable lines or sources in
conformance with the State Drinking Water Regulations, buried irrigation canal or drainage ditch
crossing, and other items necessary for proper construction of the project. It is not anticipated or
implied that this scope of services will include work to secure U.S. Army 404 permits for waterway
crossings. If such permitting is required, an addendum of these engineering services will be
required.
B. Design of Aerial Crossing. Aerial crossings may be applicable for the existing I-84, Eagle Road
bridges, and where there are existing structures at waterways. This work will only be performed if
this alternative(s) is selected in the predesign phase, and will require an addendum to this
agreement.
Attachment "A" -Page 7
12/07/98
3.7 Design Drafting
The CONSULTANT shall perform design drafting in an AutoCAD format Version 14.0, that can be
converted to be compatible with the OWNER's current computer-aided drafting system (Version 13).
The anticipated scale of the drawings shall be 1" = 50' horizontal. Profile sheetr shall be developed for
the I-84 crossing and waterways crossings at a ~" = 5' vertical scale. All drawings will include Meridian
Public Works title blocks, City water department standard notes, vicinity maps, sheet indexes, north
arrows, and bar scales. The design drawings shall utilize the OWNER's standard symbols and shall
identify pipe size and type, connections, valuing, thrust blocking, fire hydrant locations, water meters
and service connections to rightr-of-ways, boring details, air vacuum and relief stations, surface repair
required, property lines, found monumentr and land corners, and other property corners where there
is sufficient documentation of their existence, rights-of-ways, street names, elevation benchmarks,
survey control, topographic features, utilities, pay limits, and any special details necessary for a high
quality, well-defined biddable product. Where water main profiles are required, pipe slope, invert
elevations, thrust blocking, and ground surface elevations will be depicted. The drafting shall be
performed on a 22" x 34" vellum, ANSI standard size "D" sheets.
3.8 Specifications and Contract Documentr
Specifications and Contract Documents shall be in accordance with the proposed 1999 Edition of the
Idaho Standard Public Works Construction (ISPWC) format and standard revisions thereof. The
CONSULTANT shall be responsible for preparing special provisions necessary for the project and shall
prepare the contract documentr on a word processing system compatible with Microsoft Word,
Windows 1995.
Attachment "A" -Page 8
12/07/98
3.9 Plan Review
Upon 90% completion of the plans and specifications, the CONSULTANT shall submit review sets of
plans to all affected utilities, ITD, and ACRD and two sets for the OWNER'S final review and approval.
3.10 Final Revisions
The CONSULTANT shall incorporate all appropriate revisions as suggested by the OWNER and the
utilities in the final set of plans and specifications.
3.11 Opinion of Probable Construction Cost
The CONSULTANT shall develop an issue to OWNER an opinion of probabie construction cost far the
construction project, and any bid alternatives.
SECTION 4 -BID AND AWARD SERVICES
4.1 Bidding Publishing
CONSULTANT will provide sets of the contract documents required for bidding purposes. Plans and
contract documents will be distributed through CONSULTANTS Boise office.
4.2 Bid Administration
CONSULTANT will provide bid administration services to coordinate the Bid process with the OWNER,
prepare addenda, when necessary, during the Bid process to clarify bidding requirements, issue
addenda, and assist in answering bidders' questions.
Attachment "A" -Page 9
12/07/98
4.3 Prebid Meeting
CONSULTANT will attend and administer a prebid meeting with potential bidders and the OWNER. A
written meeting summary shalt be developed by the CONSULTANT, for possible incorporation into
addenda.
4.4 Bid Opening and Award
CONSULTANT will conduct the bid opening, review bids, prepare a bid abstract, provide
recommendation for contract award to OWNER, and prepare necessary contract documents to award
the project.
SECTION 5 -CONSTRUCTION SERVICES
5.1 Preconstruction Conference
CONSULTANT will arrange and conduct apre-construction conference for the project with the
contractor, OWNER, ITD, ACHD, and affected utilities.
5.2 Construction Staking
Construction staking services will be performed. Horizontal and vertical construction control will be
provided as required to construct the project.
5.3 Shop Drawing Review
CONSULTANT will review and administer activities associated with shop drawing review of major
materials and equipment.
Attachment "A" -Page 10
12/07/98
5.4 Construction Administration
CONSULTANT will assist the OWNER with the applicable payment requests, review of construction
permits, resolution and negotiation of change orders, substantial completion, perform a final
walk-through and other contract close-out procedures.
5.5 Construction Observation
CONSULTANT will provide resident construction observation only when requested by the OWNER
during the project to review the construction for general conformance with the plans and
specifications, in-place quantities, and compliance with easement provisions. A construction log and
photographs will be kept when the CONSULTANT is on site for the project. A copy of the construction
log will be provided to the OWNER. The ENGINEER will make site visits as requested.
5.6 Monument Replacement
The CONSULTANT shall reference on the horizontal control map and tie down the location of alt found
monuments. If sectional monuments are disturbed during construction, the CONSULTANT shall
replace said monuments to their referenced position and file a corner and filing record as required
with the county.
5.7 Record Drawings
J-U-B will perform field surveys and assemble construction data for preparation of project record
drawings. Record documents will be distributed to the OWNER, DEQ, and affected agencies, if
required.
Attachment "A" -Page 11
12/07/98
SECTION 6 -EASEMENTS
6.1 Preliminary Easement Identification and Property Owner Contact
The CONSULTANT shall meet with the property owners and determine property owner requirements
and a suitable alignment for the easements associated with the I-84 crossing.
6.2 Easement Appraisal, Descriptions and Exhibits
The CONSULTANT shall have the land appraised by a qualified land appraisal company, acceptable to
the OWNER, prepare the necessary easement legal descriptions and exhibits in the OWNER's standard
format for the OWNER to secure the necessary right-of-way for construction and meet with the
property owners to assist the OWNER in the final easement negotiations.
6.3 Drainage/Irrigation Waterway Crossing Legal Descriptions
The CONSULTANT shall also complete the necessary legal descriptions and exhibits for a License
Agreement between the OWNER and the irrigation/drainage purveyor.
Attachment "A" -Page 12
,"
SECTION 7 -FEE SCHEDULE
Basis of Fee and Billing Schedule
The OWNER shall pay CONSULTANT for its services and reimbursable expenses as follows:
• Predesign Services
12/07/98
Item 3.1, on a lump sum basis with a cost of .............................................................. $3,294
• Agency and Utility Coordination, Research, and Permitting
Items 3.2, on a time and materials basis, with an estimated budget of ............................... $5,100
• Monument, Benchmark, and Right-of-Way Research, and Control
Item 3.3, on a time and materials basis, with an estimated budget of ..............................$13,980
• Topographic Survey and Construction Control
Items 3.4 through 3.5, on a time and materials basis, with an estimated budget ..................$29,066
• Final Design, Design Drafting, Specifications, and Contract Documents
Items 3.6 through 3.11, on a lump sum basis with a cost of ...........................................$85,756
• Bid and Award Services
Items 4.1 through 4.4, on a time and materials basis, with an estimated budget ................... $6,311
• Construction Services
Items 5.1 through 5.7, on a time and materials basis, with an estimated budget ..................$23,306
• Easementr
Items 6.1 through 6.3, on a time and materials basis, with an estimated budget ................... $4,364
The basis for calculation of fees is presented in Attachment "B".
F:\projects\11510\admin\meridian water attacha.doc
Attachment "A" -Page 13
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