HomeMy WebLinkAbout199-06 RESOLUTION•
RESOLUTION N-10. 199-06
A RESOLUTION APPROVING CONTRACT AMENDMENT #4
TO THE AGREEMENT FOR PROFESSIONAL ENGINEERING
SERVICES WITH RJN GROUP, INC. IN THE AMOUNT OF
$953,049.00 TO PROVIDE DESIGN AND CONSTRUCTION
PHASE SERVICES PERTAINING TO TECHNICAL DESIGN,
ENGINEERING, CORPS OF ENGINEERS AND STORMWATER
PERMIT ISSUES FOR THE WEST SIDE AND FARMINGTON
AREA WASTEWATER SYSTEM IMPROVEMENT PROJECT
(SUBPROJECTS WL -10, WL -11 AND WL -12); AND APPROVING
A CONTINGENCY IN THE AMOUNT OF $40,000 00.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1. That the City Council of the City of Fayetteville, Arkansas
hereby approves Contract Amendment #4 to the Agreement for Professional
Engineering Services with RJN Group, Inc. in the amount of $953,049.00 to
provide design and construction phase services pertaining to technical design,
engineering, Corps of Engineers and Stormwater permit issues for the West Side
and Farmington Area Wastewater System Improvement Project (WSIP
Subprojects WL -10, WL -11 and WL -12. A copy of Amendment #4, marked
Exhibit "A," is attached hereto and made a part hereof.
Section 2. That the City Council of the City of Fayetteville, Arkansas
hereby approves a contingency in the amount of $40,000.00.00.
PASSED and APPROVED this 28th day of November, 2006.
APPROVED: ATTEST:
By: LI � [� / By: (IgC}vtt'tt-Mu
SONDRA SMITH Cit Clerk
City
DAN COODY, Mayor/
rgyrff./4 I.,
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E:FAYETTEVILLE:
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AMENDMENT NO.4
TO
AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES
BETWEEN
CITY OF FAYETTEVILLE, ARKANSAS
• RJN GROUP INC.
WHEREAS, On July 15, 2003, the City of Fayetteville, Arkansas (City of Fayetteville) and
RJN Group, Inc. of Dallas, Texas entered into an Agreement for engineering services in
connection with the Wastewater System Improvement Project, and in particular the Westside
Collection System Improvements (the "Project"). The scope of these services included the final
design and bidding services, and
WHEREAS, RJN Group, Inc has proceeded with these services in accordance with the scope
set forth in the Agreement, and
WHEREAS, City of Fayetteville requests that the scope of RJN Group, Inc.'s services to be
amended to accommodate design changes requested by the City of Fayetteville; and
WHEREAS, RJN Group Inc agrees to provide the amended scope of services for a lump sum
fee increase of $1,095,291. A total of $142,242 is remaining under Optional Services in the
July 15, 2003 Agreement leaving $953,049 to be included in this Amendment No. 4.
NOW THEREFORE, in consideration of the mutual covenants and Agreements herein
contained, City of Fayetteville and RJN Group Inc., the parties hereto, stipulate and agree that
the Agreement for Engineering Services dated July 15, 2003, is hereby amended in the following
particulars:
SECTION 3 -ADDITIONAL SERVICES OF ENGINEER
SECTION 3, 3.2.2 — Revisions to drawings, specifications or other documents made necessary
by adjustments in the City of Fayetteville's program, more specifically as defined in
Attachment A attached hereto and made part of this Agreement.
SECTION 6 - PAYMENTS TO RJN GROUP INC
For the scope of additional services set forth in this Amendment No. 4 Fayetteville shall pay
RJN the amended lump sum amount of NINE HUNDRED FIFTY-THREE THOUSAND,
FORTY-NINE DOLLARS AND NO CENTS (US $953,049.00). The total amount of the
Agreement including final design, bidding phase services, and construction phase services shall
not exceed FIVE MILLION, TWO HUNDRED EIGHTY-FIVE THOUSAND, EIGHT
HUNDRED EIGHTY-EIGHT DOLLARS AND NO CENTS ($5,285,888.00).
All other provisions of the original Agreement remain in full force and effect.
•
•
Amendment No. 4 1 10/27/2006
•
IN WITNESS WHEREOF, the parties hereto have caused this Amendment to be duly executed
this ,1144, day of MctlaMktr , 2006.
City of Fayetteville, Arkansas
By
Dar Coody
Mayor
ATTEST:
Sondra Smith
City Clerk
Attachments:
Attachment A:
Attachment B:
•
.U• •'23 S
•FAYETTEVILLE: 3
.9sy ?'KAN*,-%
'�igiiNGTON C,o`‘
*iuuuouu"
Scope of Services
Cost Estimate
RJN Group, Inc.
By: ht a-•
Hugh K
Vice President
ATTEST:
Amendment No. 3 2 10/27/2006
City OF FAYETTEVILLE
AGREEMENT FOR ENGINEERING SERVICES
APPENDIX A — SCOPE OF. SERVICES FOR FINAL DESIGN PHASE
This is Appendix A, consisting of _6 pages; -referred to in and part of the Agreement For Professional -
Engineering Services between City of Fayetteville, Arkansas hereinafter referred to as City, and RJN
Croup, Inc. hereinafter referred to as RJN Group, Inc.. dated iI nate pn her 4.8 tpOOG
•The following contains additional Scope of Services tasks for:the Final Design Phase. "•
Generally, the project will include the final design of sewer improvements including an interceptor
sewer, pump station, and force main necessary to reroute the areas tributaryto the "City of Farmington Lift
Stations to the proposed Westside Wastewater Treatment Plant. A summary of the sewer improvements is
presented in Table A-1.
PHASE I
PART A PROJECT ADMINISTRATION AND MANAGEMENT
1. Project Administration
a) Perform Project Initiation activities
b) Perform general administration and project management activities.
c) Finalize agreements with subconsultants.
d) Perform RIN's internal project control including budgeting, scheduling, and quality control
activities:
e) Prepare and submit monthly work progress reports to the City and ProgramManager and
confirm compliance withfinal design schedule. • _ '
1) Develop and maintain project Completion schedule Throughout project.
g) Incorporate and maintain City's design standards and CADD standards throughoutproject.
2. Coordination Meetings
a) Attend project kickoff meeting with City staff and other consultants involved in project.
b) Attend monthly meetings with City staff and other consultants to coordinate design activities.
(A total of 6 meetings is anticipated)
c) Meet with ANRC, AHTD, and ADHHS as necessary to obtain permits for construction of
project.
d)Prepare and participate in a Value Engineering session with di);ofFayetteville and City's
consultant. One three,(3) day session is anticipated It is anticipated that RJN Group, Inc.'s
PreJimihary Designitepori will serve as the basis for the Value Engineering Review. The
accepted VE revisions will be incorporated into thefinal construction documents.
e) Prepare for and attend up to four City Council meetings with City of Fayetteville and/or City
of Farmington to provide periodic updates on the progress of the final design as requested by
the Water and Wastewater Director.''
PART B — DESIGN SURVEY
1. Surveys for Design
a) R.IN Group, Inc. will perform field surveys to collect horizontal and vertical elevations and
other information which will be needed for use by RJN Group, Inc. in design and
preparation of plans for the project. Information gathered during"the survey shall include
topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations of
existing sewers, location of buried utilities where possible, structures, and other features
relevant to the final plan sheets. The location of buried utilities will be based on information
provided by utility companies and/or utility locates by Arkansas Call -One. RJN Group, Inc.
AA -1
will not be responsible for:actual location of buried utilities and contract documents will
require the Contractor to locate utilities prior to- construction: The location of trees will be in
accordance with the City's current specifications.
h) RJN Group, Inc:.will provide all plans, field notes, plats, maps, legal descriptions, or other
specified documents prepared in conjunction with the requested services in a digital format.
All text data such as plan and profile, coordinate files, cut sheets, etc., shall be provided in. the
American Standard Code for Inforrriationlnterchange (ASCII) format; all drawing files shall:
be provided in AutoCAD (DWG or. DXF) format.
1' ...tr•i',
The minimum information to be provided in the plans shall include:
1) A.Project Control Sheet showing ALL Control Points used or set while gathering data,
generally on a scale of not less tlian .1"=4 0'.
2) Coordinates on allP.C.'s, P.T.'s, P.1.'s, manholes, valves, etc., in the same coordinate
system as the Control.
Public Notification
Prior to conducting design survey, RJN Group, Inc. or its Subconsultant will notify affected
residents of the project in writing. The notification letter shall be on company letterhead and shall
include the following: project name, limits, Consultant's project manager and phone no., scope of
survey work, and design survey schedule.
PART C — PERMITS AND EASEMENTS
Permits
During -the design phase,.RJN Group; Inc. shall coordinate with all utilities and other agencies
affected by theProject. These entities shall also be contacted, if applicable, to determine plans for
any proposed facilities or adjustment to existing facilities within the project limits: The .
information obtained shall be shown on'the plan sheets. RJN Group; Inc. shall show the location
of the proposed utility lines, and existing utility lines within the project limits. RJN Group, Inc.
shall complete all forms necessary for City to obtain permits from Washington Countyand other
agencies and submit such forms to the City. City shall be responsible for forwarding the. forms to
the affected agencies for execution. -A total of one (1) permit is anticipated.
2. Right-of-Way/EaseihenePreparation and Submittal
a) RJN Group, Inc. will conduct research for availability of existing easements where
construction is probable. Teinporary and permanent easements will be prepared based on •
available information. The City will negotiate.and obtain the necessary easements. 'A total of
38 easements are anticipated.
'Revise easemerits as required to obtain approvaI from property owners..A total of 9 revisions;
are'anticipated:'
404%Pha'se li Storinwater Permitting_
All required:404 pemiits (Wetland delineation and 'mitigation) and'Phese II Stormwater permits
will be prepared by a subconsultant to RJN Group, Inc. RJN-Group; Inc. will coordinate
permitting activities with subconsultant and will incorporate all requirements into project
specifications. Subconsultant shall provide Technical Specifications to address environmental,
archeological, and other environmental permitting requirements as necessary. These specifications
will be incorporated into the Construction Documents.
City -Construction Permits
RJN Group, Inc. will collect information and prepare and submit-applicationsfor City
Construction pennits.
AA -2
PART D — CONSTRUCTION PLANS AND SPECIFICATIONS
It is anticipated that the project will be bid as one construction project containing three separate units or •
contracts.
1. Final Engineering Pipe Line Design
Sewers WL -10 (Interceptor) and WL -1 I (Force Main) — RJN Group, Inc. will conduct final
engineering as follows:
a) Conduct geotechnical investigations as necessary to design the project. The extent of the
geotechnical investigation is summarized in Table A-2.
b) Prepare overall sanitary sewer layout sheets and overall easement layout sheet(s).
c) Prepare preliminary project plans and profile sheets which show the following: Proposed
sanitary sewer plan/profile and recommended pipe size, water service lines and meter boxes,
gate valves, and all pertinent information needed to construct the project. Construction plans
shall also include details tore -route flows frbm the existing lift stations to the proposed
interceptor lines. The plan and profile sheets will be prepared on a I" = 40'scale horizontally
and 1" = 4' vertically.
d) Existing utilities and utility easements will be shown on the plan and profile sheets based on
information obtained during the design survey or from information provided by Utility
companies. RJN Group, Inc. will coordinate with utility companies and the City to
determine if any future improvements are planned that may impact the project.
e) RJN Group, Inc. will prepare standard and special detail sheets for sewer line construction.
These may include connection details between various parts of the project, tunneling details,
boring and jacking details, waterline relocations, and details unique to the construction of the
project.
1) RJN Group, Inc. shall prepare demolition details for the existing lift station(s) to be
abandoned and include in the construction plans.
g) RJN Group, Inc. will consult with the City and OMI to develop a cut -over and startup plan
to bring the new sewer system on line. • •
2. Lift Station Design- WL -12 Lift Station No. 12
RJN Group, Inc. will conduct engineering design as follows:
a) Lift Station No. 12 (Relocated)
1) Prepare detailed Basis of Design for Lift Station No. 12 (Relocated) force main
hydraulics, basic pump/wet well layout, alarms and instrumentation plan, hoist, flow
meter/vault, and standby power requirements.
2) Conduct Mechanical design including pump and piping configuration. Prepare
Mechanical Drawings including lower level plan and section drawings, odor control
equipment, plumbing, and miscellaneous Mechanical details.
3) Conduct Structural design. Prepare Structural drawings including foundation plan, lower
level plan and sections, and typical structural details.
4) Conduct HVAC design, and prepare HVAC lower level plan, odor control equipment,
and typical HVAC sections and details.
5) Conduct Electrical design including selection/sizing of Motor Control equipment, lift
station standby generator and switchgear. Prepare Electrical drawings including site ,
plan, MCC and switchgear one -line diagrams, lower level plan, generator details, and
odor control equipment.
6) Conduct Instrumentation design. Prepare Instrumentation drawings including Control
system functionality, control narrative schematics for power, HVAC, fault monitors,
pump controllers, liquid levels, gas (hydrogen sulfide) monitors, odor control system, and
general instrumentation details.
7) Prepare Lift Station specifications including site work, concrete, masonry, metals, wood,
thermal and moisture protection. doors and windows, finishes, specialties, equipment,
conveying systems, mechanical, electrical, and control end devices.
b) It is anticipated that instrumentation design including SCADA, Human Machine Interface
(HMI), telemetry and Programmable Logic Control (PLC) controls will be provided by others
for all lift stations.
AA -3
3. Odor Control
RJN Group, Inc. will conduct engineering as follows:
a) Conduct final Process Design for selection of Farmington Lift Station odor control equipment.
b) Select and size odor control equipment/media type compatible with Lift Station mechanical
and HVAC equipment. .
c) Select and size passive odor scrubbers for force main air release valves.
d) Prepare specifications for selected odor control equipment.
4. Specifications .. -
Using RJN" Group, Inc.'s basic technical and City's General Conditions Project Manual
specifications, prepare project specifications which shall include, but not be limited to: 1) bidding
documents, 2) contractual. documents, 3) conditions of the contract, 4) standard project forms, and
5) technical specifications. Project Manual shall be based on Construction Specifications Institute
(CSI) Master Format and Section Format and shall incorporate City (f,Fayetteville's standard
general conditions and fors. Bid documents shall include required forms:for State Revolving
Loan Fund funding.
5. Preliminary Construction Document Submittal
a) RJN Group, Inc. shall deliver five (5) sets of conceptual design plans (30% complete) for
design review. Plan sets shall include alignment plans, survey data, existing utility
information, and available environmental data. Opinions of probable cost and major
component material selections will also be provided as part of the submittal.
b) RJN Group, Inc. shall meet with City to discuss review comments for preliminary submittal.
Two review meetings each plan set submittal is anticipated.
Final Construction Document Submittal
a)" Following City approval of the preliminary documents, RJN Group, Inc. shall prepare final
plans and specifications and contract documents (each sheet shall be stamped, dated, and
signed by RJN Group, Inc.) and submit five (5) sets of plans and construction contract
documents for City's final approval.
PHASE II - BIDDING SERVICES
The following is the Scope of Services for the Bidding Phase.
1. Arrange for bidding notices to be sent .to contractors publishing services and direct mailing to
contractors of record. Notices shall comply with requirements of City and Revolving Loan Fund
(RLF) administered by the Arkansas Natural Resources Commission, and, the Arkansas '
Development Finance Authority (ADFA). The legal notice to be placed in legal notices section of
a local newspaper shall be coordinated with City purchasing agent and an affidavit of publication
secured.
2. Prepare addenda for drawings and Bid Documents as required and submit to City in timely
manner such that addenda can be issued in accordance with Construction Contract General
Conditions.
Secure updated state and federal wage rate decisions and incorporate by addenda into the Bid
Documents. -
•
Assist City in issuing and tracking Bid Documents, addenda and communications during bidding
and maintain list of plan holders. Provide additional copies of plans and specifications for
prospective bidders. RJN Group, Inc. shall be responsible for costs of additional copies.
AA -4
•
4
RJN Group, Inc. shall organize, convehe, and conduct a Pre -Bid Conference. RJN Group, Inc.
shall explain the project requirements and receive questions from prospective bidders. RJN
Group, Inc.. shall consider the questions received and issue necessary clarifications and changes
to the Bid Documents through the use of addenda.
Assist City in obtaining and evaluating bids and preparing construction contracts. Provide four
(4) copies of the bid tabulation for the project.
Consult with and advise City as to the acceptability of subcontractors and other persons and
organizations proposed by the prime construction contractor(s), hereinafter called "Contractor(s),"
for those portions of the work as to which such acceptability is required by the Bid Documents.
Make recommendations regarding award of construction contracts.
Attend Water and Sewer Committee meeting and the ensuing City Council meeting to recommend
action by the respective bodies. Prepare and present a recommendation complete with such
supporting information as necessary for the bodies to make an informed decision on the action
recommended.
PHASE III - CONSTRUCTION PHASE
Consult with and advise City of Fayetteville and act as City of Fayetteville's Engineer as
provided in City of Fayetteville's General Conditions of the Construction Contract. The extent
and limitations of the duties, responsibilities, and authority of RJN Group Inc. as assigned in said
General Conditions shall not be modified without RJN Group Inc.'s written consent.
Conduct Construction Phase Services in accordance with the Arkansas Natural Resources
Commission Rules Governing the Arkansas Clean Water Revolving Loan Fund Program and as
directed by the City of Fayetteville.
3. Review and accept Submittals of Contractor(s) for conformance with the design concept and intent
of the Contract Documents.
Resident Services During Construction
a. A Resident Project Inspector(s) and assistants shall be furnished and shall act as directed
by RJN Group Inc. in order to provide more extensive representation at the Project site
during the Construction Phase. The cost estimate is based on the assumption that each
resident Project Inspector/Assistant will be responsible for overseeing the construction
of the two pipe line projects. A total of 3,418 hours of resident inspector hours are
included in the cost estimate attached hereto as Attachment A.
The Resident Project Inspector, through more extensive on-site observations of the work
in progress, field checks of materials and equipment, and maintenance ofjobsite records
on conditions and activities, shall assist RJN Group Inc in determining that the Project
is proceeding in accordance with the Contract Documents, but the furnishing of such
resident project representation shall not make RJN Group Inc. responsible for
construction means, methods, techniques, sequences, or procedures, or for safety
precautions or programs, or for Contractor(s') failure to perform the construction work in
accordance with the Contract Documents.
Issue all instructions of City of Fayetteville to Contractor(s); prepare routine Change Orders as
required; act as initial interpreter of the terms and conditions of the Contract Documents and judge
of the performance there under by the parties thereto, and make recommendations to City of
Fayetteville on claims of City of Fayetteville and Contractor(s) relating to the execution and
AA -5
progress of the Work and other matters and questions related thereto; but RJN Group Inc. shall
not be liable for the results of any such recommendations, interpretations, or decisions rendered by
RJN Group Inc. in good faith.
6. Review Contractor(s)' applications for payment and supporting data, determine the amounts owing
to Contractor(s), and recommend approval in writing to City of Fayetteville of all payments to
Contractor(s) in accordance with the Contract Documents.
Conduct an inspection to determine if the Project is substantially complete anda final inspection
to determine if the Project has been completed in accordance with the Contract Documents, and if
each Contractor has fulfilled all of his obligations there under so that RJN Group Inc. may
recommend approval, in writing to City of Fayetteville, of final payment to each Contractor.
8. Post Construction Phase
Provide qualified personnel during equipment start-up and instruct City of
Fayetteville's personnel in equipment function and intended use.
9. Prepare a reproducible Record Set of drawings revised to show significant changes made during
construction of the Project in accordance with records provided by Contractor and RJN Group •
Inc.'s Resident Project Inspector.
AA -6
•
Table A -I
LIMITS OF DESIGN
Sewer Pipeline
Diameter Length
(in) (U)
WL -10 Farmington Interceptor Sewer 12-24 13,322
WL -11 Force Main from LS # 12 to WS WWTP 18 9.683
Total 23,005
Lift Stations Extent of Improvements
WL 12 Farmington Lift Station (LS #12) New Station
•
•
Table 2-A
McCL EL LAND
CONSULTING
ENGINEERS, INC, MATERIALS LABORATORY
REVISED SEPTEMBER 2006
GEOTECHNICAL INVESTIGATION SCOPE AND FEE SCHEDULE
FARMINGTON SEWER LINES 8 PUMP STATIONS
WEST SIDE TREATMENT FACILITIES
FAYETTEVILLE, ARKANSAS
for
RJN
DALLAS, TEXAS
Septerllber 28, 2006
1.114.1111 illy .111..
1
Equipment Mobilization and Demobilization ( Per Trip )
Engineering Technician ( For Utility Locations "One Call" )
Dozer Rental ( For Clearing Sites) ( 4 Hr. Minimum per day )
Soils Technician ( Clearing of Sites )
Soils Technician ( Site Access Negoiations )
2 Boring Setup Charges
Drill Rig andCrewStandby Time ( During Clearing )
Boring Layout
3 Soil Drilling and Sampling, ASTM D-1586 8 ASTM D-1587
Soil Drilling ( 78 Borings - 8 feet to 25 feet max. )
Rock Drilling
Diamond Core Drilling
4 Soil and Rock Laboratory Testing
ASTM -D-2216, Moisture Content Determination
ASTM 0-4318, Liquid and Plastic Limit of Soils
ASTM D-422, Gradation Analysis of Soils (6 Sieves )
ASTM D-2166, Unconfined Compressive Strength of Sous
ASTM D 2166. Dry Unit Weight of Soil Specimens
5 Geotechnical Engineering Report and Recommendations
Engineering Supervision (Project Manager)
-Engineering Analysis 8 Recommendations (Project Engr.)
Boring•Log Preparation (Senior Draftsman)
Boring Piot Plan Preparation (Draftsman)
Report Preparation (Clerical)
12 Trips
16 HR
40 HR
24 HR
40 UR
78 EA
16 HR
40 HR
900 LF
50 LF
200 LF
160 EA
75 EA
75 EA
80 EA
80 EA
10 HR
24 HR
50 HR
8 HR
2 HR
$75.00.
.$65.00
$90.00 •
$45.00
$45.00
Subtotal •
$35.00
• $110.00
• $65.00
Subtotal
.$10.00
$13.00
'$35.00
Subtotal
$10.00
$50.00
$50.00
$40:00
$10.00
Subtotal
$140.00
$90.00
$72 00. •
$60.00
$45.00
Subtotal
ESTIMATED GEOTECHNICAL INVESTIGATION AND ENGINEERING
Any Additional Items shall be according to attached Fee Schedule
SUBMITTED BY•
CldalalGEOTECHUay-sewer-farm-0906 Wa2w4
•$900.00
$1,040.00
$3,600.00
.$1,080.00
$1,800.00
$8;420.00
$2,730.00
. $1,760.00
$2.600.00
$7,090.00
$9,000.00
$650.00
$7,000.00
$16,650.00
$1,600.00
$3,750.00
$3,750.00
$3;200.00
$800.00
$13,100.00
$1,400.00
$2,160.00
$3.600.00
`$480.00
. $90.00
$7,730.00
$52,990.00
Item No. Iltem Description / ASTM Designation 1 Quantity.1 Units 1 Unit Price 1 Extended
1
Equipment Mobilization and Demobilization ( Per Trip )
Engineering Technician ( For Utility Locations "One Call" )
Dozer Rental ( For Clearing Sites) ( 4 Hr. Minimum per day )
Soils Technician ( Clearing of Sites )
Soils Technician ( Site Access Negoiations )
2 Boring Setup Charges
Drill Rig andCrewStandby Time ( During Clearing )
Boring Layout
3 Soil Drilling and Sampling, ASTM D-1586 8 ASTM D-1587
Soil Drilling ( 78 Borings - 8 feet to 25 feet max. )
Rock Drilling
Diamond Core Drilling
4 Soil and Rock Laboratory Testing
ASTM -D-2216, Moisture Content Determination
ASTM 0-4318, Liquid and Plastic Limit of Soils
ASTM D-422, Gradation Analysis of Soils (6 Sieves )
ASTM D-2166, Unconfined Compressive Strength of Sous
ASTM D 2166. Dry Unit Weight of Soil Specimens
5 Geotechnical Engineering Report and Recommendations
Engineering Supervision (Project Manager)
-Engineering Analysis 8 Recommendations (Project Engr.)
Boring•Log Preparation (Senior Draftsman)
Boring Piot Plan Preparation (Draftsman)
Report Preparation (Clerical)
12 Trips
16 HR
40 HR
24 HR
40 UR
78 EA
16 HR
40 HR
900 LF
50 LF
200 LF
160 EA
75 EA
75 EA
80 EA
80 EA
10 HR
24 HR
50 HR
8 HR
2 HR
$75.00.
.$65.00
$90.00 •
$45.00
$45.00
Subtotal •
$35.00
• $110.00
• $65.00
Subtotal
.$10.00
$13.00
'$35.00
Subtotal
$10.00
$50.00
$50.00
$40:00
$10.00
Subtotal
$140.00
$90.00
$72 00. •
$60.00
$45.00
Subtotal
ESTIMATED GEOTECHNICAL INVESTIGATION AND ENGINEERING
Any Additional Items shall be according to attached Fee Schedule
SUBMITTED BY•
CldalalGEOTECHUay-sewer-farm-0906 Wa2w4
•$900.00
$1,040.00
$3,600.00
.$1,080.00
$1,800.00
$8;420.00
$2,730.00
. $1,760.00
$2.600.00
$7,090.00
$9,000.00
$650.00
$7,000.00
$16,650.00
$1,600.00
$3,750.00
$3,750.00
$3;200.00
$800.00
$13,100.00
$1,400.00
$2,160.00
$3.600.00
`$480.00
. $90.00
$7,730.00
$52,990.00
r r:rV L,; L ,,, .11:%! j
Table 2-A (Cont.)
McCLEL LAND
CONSULTING
ENGINEERS INC.
MATERIALS LABORATORY
c/\. ro,\
.
IS? \' 47V-141-914;
GEOTECHNICAL INVESTIGATION FEE SCHEDULE
June 2006
CATEGORY
HOURLY
RATE
Mobilization of $2.10/mile ( each way le • ( from Fayetteville, Ark. )
Soil Drilling including Sampling
Rock Drilling 1Rotary Bit) •
Rock Coring 'Diamond Bit) • "
Setting Casing Through Overburden, as required
Boring Setup Charge
Standby Time (Rig and Crew On -Site), it required
Layout of. Boring
Crew Travel Time
Per Diem (per night)
Atlerberg Limits
Moisture Content
Unit Weight Test (Soil Sample)
Unconfined Compression Test
Gradation Tests Dry Sieve
Wet Sieve
California Bearing Ratio (CBR) with Std Proctor
with Mod Proctor
In-situ Permeability
In-situ Permeability (Flexwall)
Remolded Sample
Triaxial Test (Single Stage)
Triaxial Test (Muni -Stage)
Remolded Sample
Draftsman
Senior Draftsman
Clerical
Design Engineer
Project Engineer (Soils Engr.)
Project Manager (Senior. Soils Engr.)
Principal Engineer
Senior Engineering Technician
Engineering Technician
Soils Technician
Two Flagmen
Mileage
Backhoe Rental (4 hour minimum )
Dozer Rental (4 hour minimum )
Rock Bits •
$ 75.00
8.50
12.00
32.00
8.00
35.00
110:00
60.00
60.00
70.00
45.00
12.00
12:00
40.00
8.00
35.00
250.00
275:00
150.00
250.00
90.00
135,00
180.00
50.00
50.00
60.00
45.00
80.00
90.00
130.00
140.00
72.00
55.00
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minimum
per foot
per foot
per foot
per foot
per each
per hour
per hour
per hour
per man
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each
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each
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each
each
each
each
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per hour
per hour
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300.00 each
"' Diamond Bits . 525.00 each
CW
The Client is responsible for providing access 10 the site. The Client is responsible for all costs for site
mobilization through unstable soil when a dozer is required to move the drill rig around the site. The Client is
responsible for all costs involving clearing and access path to each boring location. The Client is responsible for
drill bit costs while drilling into and/or through a chert, a very hard limestone formation, or other very hard
formation, whenever new or slightly used drill bits are worn out during the drill operations
Hourly Rates subject to adjustment annually
,GEOIECnllee5 GEOSEE%3006 wpe y..
Subtotal 1
Subconsultant Cost .
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Subtotal
Subconsultant Cost
b. Easement Revisions (9) - I
a. Right of Way / Easement Preparation (38)
2. Right of Way / Easement Preparation
i
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Subtotal•
•Subconsultant Cost
1. Permits•-•
Part C - Permits and Easements
I
Subtotal 2 12 3 6_ 40 - 0 $ 5,700 $ 84,504 f $ 90.204
Subconsultant Cost - $ - $ 84.504 $ 84.504
b. Public Notification $ $
a. Field Surve • 2 12 3 6 40 $ 5,700 $ 5.700
1. Surve s.for Desi•n -- • $ $ _
IPart B - Design Survey ' - I $, � i $ -
I
Subtotal 56 76 18 6 1 7 $ 21,960 $ 5.880 $ 27.840.
e. Attend Council Meetin•s 4 • 4 2 2 $ 1,510 $ 1.510
d. Partici•ate in Value End ineerin• Session 1 • 3 da sea 24 24 4 5 1 0 $ 7,980 $ 1.500 $ 9.480
c. Meet with Ark. ANRC, AHTD, and DOH 0 - 8 3 1•
2 $ 1,555 $ 540 $ 2.095
b. Attend Month! Meetin•s 6 • • 24 • 36 8 _ 2 - $- 9,570 $ 3.300 $ 12.870
• a. Attend Pro'ect Kickoff Meelin• 4 - 4 1__ . 0 0 - 1 $ 1,345 $ 540 $ 1.885
2. Coordination / VE Meetin•s •
Subtotal - 35 146 58 25 - 32 45- - $ .38.005 $ . - S 38.005
Incor•orate / Maintain, Standards - 0 - - 5 15 1 - 4- 2 $ 2,665 • $ 2,665
1 - f. Develop / Maintain Schedule 0 - 1 6 10 8 .4 - $ . 2.440 $ 2 440
e. Month! Pro•ress Resorts. 6 8 16 4 - • 0 2' 2 $ 4,080' $ 4.080
• d. Perform Internal Pro ect Control • 0 2 4 - _ 6 12 0- $ 2,070 $ 2,070
c. Finalize A•reements with Subconsultants 2 - 8 3 2 6 9 $ 2.875 - $ 2.875
b. Perform General Administration and Pro'ect Mana•emen 23 100 18 _ 0 •0 - 26 $ 20,285 $ 20.285
a: Perform Pro'ect Initiation Activities • 2 14 8 6_ 0 • 2 $ 3,590 $ 3.590
1. Project Administration - •
•$ _
Part A - Pro ect Administration and Mana • ement -•
PROFESSIONAL SERVICES COST BREAKDOWN
CITY OF FAYETTEVILLE, ARKANSAS
• ATTACHMENT B
lase II Stormwater Permitting Coordination • 1
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PROFESSIONAL SERVICES COST BREAKDOWN •
CITY OF FAYETTEVILLE, ARKANSAS
ATTACHMENT B
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9. Attend Water and Sewer Committee / City Council Mtg 1
,8. Bid Recommendations -to City
7. Review 1 Check Contractor References
6. Review Bids
5. Attend Pre -Bid Conference
• 4. Track Bid Documents
3. Secure Wage Rate Information •
2. Prepare Addenda
• 1. Bidding Notices .
Part E - Bidding Assistance (1 package'
Subtotal . .. . .
6.- Final Construction Submittal (1)
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d. 'Specifications • -•
c: Select/size forcemain air release valve scrubbers
b. Select / Size Equipment
a. Final Process Design •
4..Odor Control Design
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7. Instrumentation Design•
6. Electrical Design
5. Architectural 1
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3. Structural Design
2. Mechanical Design
1. Basis of Design
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3. Lift Station #12 Design ,
Work Task Description
PROFESSIONAL SERVICES COST BREAKDOWN
CITY OF FAYETTEVILLE, ARKANSAS
ATTACHMENTB
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David Jurgens
Submitted By
City of Fayetteville
Staff Review Form
City Council Agenda Items
or
Contracts
21 -Nov -06
City Council Meeting Date
/PE 5-
//12,6
///zg (a4
/1-i
eJ/l/ Groep, S
iGeinivezaern-
WW System Improvement Project Water/Wastewater
Division
Action Required:
Department
Fayetteville City Administration recommends approval of an amendment to the Engineering contract with the RJN Group, Inc., in
the amount of $953,049.00, for Design and Construction Phase Services pertaining to Technical Design, Engineering, Corps of
Engineer and Stormwater Permit Issues for the West Side and Farmington Area Wastewater System Improvement Project,
Subprojects WL -10, WL -11, and WL -12, and approve a contingency of $40,000.00. Funds are available in Fiscal Year 2006
WSIP budget. This is a cost share between Fayetteville and Farmington; Fayetteville is executing contract management and
oversight Farmington Is Davina $480.000 of the total amount leaving a net Fayetteville cost of $513 049 00
$513,049
Cost of this request
4480.9480.5315.00
Account Number
02133-0401
114,765,766
Category / Project Budget
Wastewater System Imp Project
Program Category / Project Name
109,705,364 Water and Wastewater
Funds Used to Date Program / Project Category Name
$ 5,060,402
Project Number Remaining Balance
Budgeted Item
xx
•
Budget Adjustment Attached
Water/Sewer
Fund Name
Depa m
nt Di
City Atto ney
ctor
Finance and Internal Service Director
3 4Jo,.. ao
Date
t date
1-4 -06
Date
//A% <-
Mayor
Date
Previous Ordinance or Resolution # 112-03
Original Contract Date: 7/15/2003
Original Contract Number:
916
Receive
n City erk's Office
E
1
tr
Received in Mayor s Office
Comments:
/,�hlt/( vo /x/5/04 CYy&,'i//4.
City Council Meeting of November 21, 2006
CITY COUNCIL AGENDA MEMO
To: Fayetteville City Council
Thru: Mayor Dan Coody
From: Fayetteville Sewer Committee
David Jurgens, Water & Wastewater Director
Date: November 3, 2006
•
Subject: Approval of an amendment to the Engineering co tract with the RJN Group, Inc., in the
amount of $953,049.00, for Design and Construction Phase Services pertaining to Technical Design,
Engineering, Corps of Engineer and Stonnwater Permit Issues for the West Side and Farmington Area
Wastewater System Improvement Project, Subprojects WL -10, WL -11, and WL -12, and approve a
contingency of $40,000.00. Funds are available in Fiscal Year 2006 WSIP budget.
RECOMMENDATION •
Fayetteville City Administration recommends approval of an amendment to the Engineering contract with
the RJN Group, Inc., in the amount of $953,049.00, for design and construction phase services pertaining to
Technical Design, Engineering, Corps of Engineer and stonnwater permitting for the west side and
Farmington area Wastewater System Improvement Project, Subprojects WL -10, WL -11, and WL -12, and
approval a contingency of $40,000.00. Funds are available in Fiscal Year 2006 WSIP budget. This is a
cost share between Fayetteville and Farmington; Fayetteville is executing contract management.
Farmington is paying $480,000 of the total amount, leaving a net Fayetteville cost of $513,049.00.
BACKGROUND
Design work for the Fannington and southwest portion of Fayetteville portions of the WSIP was deferred
pending the results of the Fannington-Fayetteville sewer negotiations. The negotiations are complete, and
identified the desired layout of the sewer system in this area. The layout is functionally the same as that
which was proposed in the WSIP Master Facilities Plan in August, 2001. Pipe and pump station capacities
have been updated to match Northwest Arkansas Regional Planning's population projections through the
year 2030.
DISCUSSION
This amendment covers final design, construction inspection, and wetlands and storm water protection best
management plans for WSIP subprojects WL -10 (13,300' of 24" gravity transmission line), WL -11 (9,700'
of 18" sewer force main from the lift station to the West Side WWTP), and WL -12 (relocated lift station #
12) in Farmington. RJN will perform design and construction inspection services as they have for all other
aspects of the WSIP west line work. Due to the time constraints involved and the fact that both cities will
be paying for portions of the engineering work, the environmental work is included as a subcomponent of
this contract. Thus ECO, which is doing the environmental and stormwater design and construction phased
work for the rest of the WSIP, is subcontracted to RJN for the work covered under this amendment.
BUDGET IMPACT
Funds are approved in the Fiscal Year 2006 WSIP budget. Costs will be shared by Fayetteville and
Farmington. Farmington, in the sewer servcies contract, has agreed to pay up to S480,000 of this
engineering cost. Fayetteville will invoice Farmington and Farmington will reimburse Fayetteville:
WL -10-1 1-12 RJN CCMcmo Nov06.doc
RESOLUTION NO.
A RESOLUTION APPROVING CONTRACT AMENDMENT #4
TO THE AGREEMENT FOR PROFESSIONAL ENGINEERING
SERVICES WITH RJN GROUP, INC. IN THE AMOUNT OF
$953,049.00 TO PROVIDE DESIGN AND CONSTRUCTION
PHASE SERVICES PERTAINING TO TECHNICAL DESIGN,
ENGINEERING, CORPS OF ENGINEERS AND STORMWATER
PERMIT ISSUES FOR THE WEST SIDE AND FARMINGTON
AREA WASTEWATER SYSTEM IMPROVEMENT PROJECT
(SUBPROJECTS WL -10, WL -11 AND WL -12); AND APPROVING
A CONTINGENCY IN THE AMOUNT OF $40,000.00.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1. That the City Council of the City of Fayetteville, Arkansas
hereby approves Contract Amendment #4 to the Agreement for Professional
Engineering Services with RJN Group, Inc. in the amount of $953,049.00 to
provide design and construction phase services pertaining to technical design,
engineering, Corps of Engineers and Stormwater permit issues for the West Side
and Farmington Area Wastewater System Improvement Pro ect (WSIP
Subprojects WL -10, WL -11 and WL -12. A copy of Amendment #4„r "ted
Exhibit "A,” is attached hereto and made a part hereof.
Section 2. That the City Council of the C, iY; e aye
hereby approves a contingency in the amount of $4 3I.00.00.00..�
PASSED and APPROVED this 2d ay of No'vI€ b
PPROVED:
rkansas
jSDRA SMITH, City Clerk
DAN COODY, Mayor
AMENDMENT NO. 4.
TO
AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES
BETWEEN
CITY OF FAYETTEVILLE, ARKANSAS
RJN GROUP INC.
WHEREAS, On July 15, 2003, the City of Fayetteville, Arkansas (City of Fayetteville) and
RJN Group, Inc. of Dallas, Texas entered into'an Agreement for engineering services in
connection with the Wastewater System Improvement Project, and in particular the Westside
Collection System Improvements (the "Project"). The scope of these services included the final
design and bidding services, and
WHEREAS,RJN Group, Inc. has proceeded with these services in accordance with the scope
set forth in the Agreement, and
WHEREAS, City of Fayetteville requests that the scope of RJN Group, Inc.'s services to be
•
amended to accommodate design changes requested by the City of Fayetteville; and
WHEREAS, RJN Group Inc. agrees to provide the amended scope of services for a lump sum
fee increase of $1,095,291. A total of $142,242 is remaining under Optional Services in the
•
July 15, 2003 Agreement leaving $953,049 to be included in this Amendment No. 4.
•
•
NOW THEREFORE, in consideration of the mutual covenants and Agreements herein
contained, City of Fayetteville and RJN Group Inc., the parties hereto, stipulate and agree that
the Agreement for Engineering Services dated July 15, 2003, is hereby amended in the following
particulars:
SECTION 3 - ADDITIONAL SERVICES OF ENGINEER
SECTION 3, 3.2.2 — Revisions to drawings, specifications or other documents made necessary
by adjustments in the City of Fayetteville's program, more specifically as defined in
Attachment A attached hereto and made part of this Agreement.
SECTION 6 -PAYMENTS TO RJN GROUP INC
For the scope of additional services set forth in this Amendment No. 4 Fayetteville shall pay
RJN the amended lump sum amount of NINE HUNDRED FIFTY-THREE THOUSAND,
FORTY-NINE DOLLARS AND NO CENTS (US $953,049.00). The total amount of the
Agreement including final design, bidding phase services, and construction phase services shall
not exceed FIVE MILLION, TWO HUNDRED EIGHTY;FIVE THOUSAND, EIGHT
HUNDRED EIGHTY-EIGHT DOLLARS AND NO CENTS ($5,285,888.00).
All other provisions of the original Agreement remain in full force and effect.
Amendment No. 4 l
10/27/2006
•
IN WITNESS WHEREOF, the parties hereto`have:caused this Amendment to be duly executed
• this day of , 2006.
City of Fayetteville, Arkansas
By: -
Dan Coody
Mayor
RJN Group, Inc.
By: )t' //
Hugh Iso
Vice President
Sondra Smith
City Clerk
Attachments:
Attachment A:
Attachment B:
Scope of Services
Cost Estimate
•
•
Amendment No. 3 2 10/27/2006
City OF:FAYETTEVILLE •
AGREEMENT FOR ENGINEERIN&SERVICES
APPENDIX A — SCOPE OF. SERVICES FOR FINAL DESIGN PHASE
This is Appendix A; consisting of.- 6_ pages; referred to in and part of the Agreement For -Professional
Engineering Services between.City of Fayetteville, Aikansas-hereinafier referred to asCity; and RJN
Group, Inc. hereinafter referred to as RJN Group, Inc. dated'
The following contains additional Scope of Services tasks for theFinal-Design Phase.
Generally; -the project will'include the final design of sewer improvements including an interceptor
sewer, pump station, and force main necessaryto reroute the areas tributary to the -City of Farmington Lift
Stations'to the proposed Westside Wastewater Treatment Plant. A summary of the sewer improvements is
presented in Table A-1.
PHASE.I
PART A - PROJECT ADMINISTRATION AND MANAGEMENT
1. Project Administration
a) Perform Project Initiation activities - - -
b) Perform generaladministration and project management activities.
c) Finalize agreements with subconsultants.
d) • Perform-RM's intemalproject control including budgeting, scheduling, and -quality control
activities. --
e) Prepare and submit monthly work progress reports to the City and Program Manager and
cont-ini compliance with final design schedule. • .
f) Develop and maintain project Completion schedule throughout project. - •
g) Incorporate and maintain City's design standards and CADD standards -throughout project.
2- Coordination -Meetings • - - - - -
a) Attend project kickoff meeting with City staff and .other consultants involved in project.
b) Attend monthly meetings with City staff and other consultants to coordinate -design activities.
(A total of 6 meetings is anticipated)
c) Meet with ANRC, A}ITD and ADHHS.as necessary to obtain permits for construction of
• - project. - ...
d)....•Prepare and participate in a Value ngineering session with City of Fayetteville and City's
consuhant. One three (3) daysession is anticipated. 11 is anticipated that RJN.Group, Inc.'s
Preliminary Design Report will serve as the basis for the •Value Engineering Review. The
accepted VE revisions will be incorporated into the final construction documents.•
e) Prepare for and attend up to four City Council meetings with City of Fayetteville and/or City
of Farmington to provide periodic updates on the progress of the final design as requested by
the Water and Wastewater Director.-.
PART B — DESIGN SURVEY
Surveys for Design
a) RJN Group; Inc. will perform field surveys to collect horizontal and vertical elevations and
other information which will be needed for Use by RJN Group, Inc. in design and
preparation of plans for.the project. Information gathered during the survey shall include
topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations of
existing sewers, location of buried utilities where possible, structures, and other features
relevant to the final plan sheets. The location of buried utilities will be based on information
provided by utility companies and/or utility locates by Arkansas Call -One. RJN Group, Inc.
•
AA -1
will not be responsible for.actual location of buried:utilities•and contract documents will
require the Contractor to ]ocate:utilitiesprior to construction.., Thejocation of trees will be in
accordance with the City's current specifications.
b) RJN Group, Inc..will.provide all plans,.field notes, plats, maps, legal- descriptions, or other
specified documents prepared in conjunction.with the requested services in a digital format.
All text data such as plan and profile, coordinate files, cut sheets„etc., shall be provided in the
American Standard -Code for Information. Interchange (ASCII) format; all drawin g files shall
be provided in AutoCAD (DWG or DXF) format. •
The minimum information to be provided in.the:plans shall include:
1) A Project Control Sheet showing ALL Control Points used or set while,gathering data,
generally on a scale of not less than 1"-=40'. •
2) Coordinates on. all P.C.'s, P.T.'s, P.I.'s,.manholes, valves, etc , in the same coordinate
system as the Control.
Public Notification
Prior to conducting design survey, RJN Group, Inc. or its Subconsultant wilt/toffy affected
residents of the project in writing. The notification letter shall,be on company letterhead •and shall
include the following: project name, limits, Consultant's project manager and phone no., scope of
survey work, and design survey schedule.
PART C — PERMITS AND EASEMENTS
Permits -
Duringthe design phase, RJN Group, Inc. shall coordinate with all Milities and other agencies
affected by the Project. These entities shall also be contacted,.if applicable, to determine plans for
any proposed facilities or adjustment to existing facilities within the project limits. The
information obtained shall be shown Mi. the plan sheets: RJN Group, Jim. shall Show the location
of the proposed utility lines, anth existing utility lines within •the piojectlinitis. RJN Group; lne.
'shall coniplete'all forms necessary. for City to obtain permits from Washington Countyand other
agencies and submit such forms to the City. City shall be responsible for forwarding the forms to.
the affected agencies for execution. A total of one (1) permit is anticipated; ..
Right-of-Way/EasementPreparation and Submittal •
• a) RJN Group, Inc. will conduct research for availability of existing. easements where
construction is probable: Teinpomry and permanent-easeinerits will be prepared based un-
available information. The City will negotiate and obtain the necessary easements. 'A total of
38 easements are'ahticipated.
b)” Revise easements as required to'obtain approval'frorn property` owners. A total of 9 revisions. •
are anticipated.
• 404/1711ase Il Stormwater Permitting.,
All requited.404 periiiits (Wetland delineation and initigation) andthase II Stermwater permits
. will be prepared by a subconsultant to RJN Group, The.' WEN 'Group, Inc. will coordinate
permitting activities with subconsultant and will incorporate all requirements into project
specifications. Subconsultant shall provide Technical Specifications'to address environmental, •
archeological, and other environmental permitting requirements as necessary. These specifications
will be incorporated into the Construction Documents.
City Construction Permits
RJN Group; Inc. will collect information and prepare and submit'applicatious for City
Construction permits.
AA -2
PART D - CONSTRUCTION PLANS AND SPECIFICATIONS
' It is anticipated that the project will be bid as one construction project containing three separate units or
contracts.
'Final Engineering Pipe Line Design-
Sewers
esignSewers WL -10 (Interceptor) and WL -I 1 (Force Main) — RJN Group; Inc. will -conduct final
engineering as follows:
a) Conduct geoleclmica] investigations as necessary to design the project: The eztent'of the
• geotechnical investigation is summarized in Table A-2.
b)- Prepare overall sanitary sewer layout sheets and overall easement layoin'sheet(s).
•
.c). prepare preliminary project plans and profile sheets which show the following: Proposed
sanitaryse%verplan/proftle and recommended pipe size, water service lines andineter bones,
gate valves; and all pertinent information needed to construct the project. Construction plans
shall also' include details to re-route flows from the existing lift stations to the'proposed
interceptorlioes: •The plan and profile sheets will be prepared on a 1" = 40' scale horizontally
• and 1 = 4'• vertically.
d) Existing utilities and utility easements will be shown on the plan and-profilesheets based cin
information obtained during the design survey or from information provided by Utility
companies..RJN Group, Inc. will coordinate with utility companies and the -City to
determine;if any,future improvements are planned that may impact the project.
e) RJN Group, Inc. will prepare standard and special detail sheets for sewer line -construction.
- These.may include connection details between -various pant' of the project, tunneling details,
boring -and jacking details, waterline relocations, and details unique to the construction of the
project:
f) RJN Group, Inc. shall prepare demolition details for the existing lift station(s) to be
abandoned and include in the construction plans.
g) RJN Group, Inc. will.consult with the City and 01‘41 -to develop"a cut -over and startup plan
to`bring the nevi sewer•system on line.
2. • Lift Station Design= WL -12 -Lift Station No. -12 •
RJN Group, Inc. will conduct engineering design as follows:.
a) Lift Station No. 12 (Relocated)
1). Prepare detailed Basis of Design for Lift Station No.;12 (Relocated)force main
hydraulics, basic pump/wet well.layout, alarms and instrumentation plan, hoist, flow
meter/vault, and standby power requirements.
2) Conduct Mechanical design including pump and piping configuration. •Prepare
Mechanical Drawings including lower level plan and section drawings; odor control
equipment,'plumbing,:and miscellaneous Mechanical details... 3) Conduct Structural design: Prepare Synclinal drawings including foundation plan, lower
• level plan dnd sections, and,typtcalstrirctural details. •
_, .:14) Conduct HVAC design and prepare HVAC lower level plan, odor control equipment,
�rrd l ffileal HVAC sections and details. • • •
5) Conduct Electrical design including selection/sizing of Motor Control equipment, lift
station standby generator and switchgear. Prepare Electrical drawings including site ,
., plan, MCC and switchgear one -line diagrams, lower level plan, generator details, and
odor control equipment. - -
6) Conduct Instrumentation design. Prepare Instrumentation drawings including Control
system functionality, control narrative schematics for power, HVAC, fault monitors,
•
pump controllers, liquid levels, gas (hydrogen sulfide) monitors, odorr control system, and
general instrumentation details. .
7) Prepare Lift Station specifications including site work, concrete, masonry, metals, wood,
thermal andmoisture protection, doors and windows, finishes, specialties, equipment,
Conveying. systems, mechanical, electrical, and control end devices.
b) his -anticipated that instrumentation design including SCADA, Human Machine Interface
(HMI), telemetry and Programmable Logic Control (PLC) controls will be provided by others
for all lift stations.
AA -3
3. Odor Control .
RJN Group, Inc. will conduct engineering as follows:
a) Conduct final Process Design for selection of Farmington Lift Station odor control equipment.
b) Select and size odor control equipment/media type compatible with Lift Station mechanical
and HVAC equipment. •
c) Select and size passive odor scrubbers for force main air release valves.
. d) .Prepare specifications for selected odor control equipment. -
4. Specifications •
-
.Using'RJN.Group, Inc.'s basic technical and City's General Conditions Project Manual.-_
specifications, prepare project Specifications which shall include, but not be limited to: 1) bidding
documents, 2) contractual documents, 3) conditions of the contract, 4).standard project forms, and
5) technical specifications. Project Manual shall be. based on Construction Specifications Institute
(CSI)Master-Format and Section Format and.shall incorporate City of Fayetteville's standard
general conditions and forms.. Bid documents shall include required forms_for State Revolving
Loan Fund funding.
•
5. Preliminary:Construction Document Submittal
a) `RJN.Group, Inc. shall deliver five (5) sets.of conceptual design plans (30% complete) for
design review. Plan sets shall includealignment plans, survey data, existing utility.
information, and available environmental data. Opinions of probable cost and major •
component material selections will also be provided as part of the submittal.
b) RJN Group, Inc. shall meet with City to discuss review comments for preliminary submittal.
Two.review meetings each plan set submittal is anticipated.
Final Construction Document Submittal
a)- Following City approval of the preliminary documents, RJN Group, Inc shall prepare fmal
plans and specifications and contract documents (each sheet shall be stamped, dated, and
signed by RUN Group, Inc.) and submit five (5) sets of plans and construction contract
documents for City's final approval.
PHASE II — BIDDING SERVICES
The following is the Scope of Services for the Bidding Phase.
Arrange for bidding notices to be sent .to contractors publishing" services and -direct mailing to •
contractors of record: Notices Shall comply with' requirements of City and Revolving Loan Fund
'(RLF) administered by the Arkansas Natural Resources Commission, and' the Arkansas
Development Finance Authority (ADFA). The legal notice io be placed m' legal notices section of
a'Iocal newspapershallbe coordinated with City purchasing agent and an:affidavit of publication
secured.
PiePare addenda for drawings•and Bid' Documents as required and submit to City in timely
❑tanner Stich `that addenda can be issued in accordance with Construction Contract General
Conditions. -
Secure updated staie and federal wage rate decisions and incorporate by addenda into the Bid
Documents.
Assist City in issuing and tracking Bid Documents, addenda and communications during bidding
and maintain list of plan holders. Provide additional copies of plans andspecifications for
prospective bidders. RJN Group, Inc. shall be responsible for costs of additional copies. -
AA -4
RJN Group, Inc. shall organize, convene, and conduct'a Pre -Bid Conference. 'RJN Group, Inc.
shall explain the project requirements'and receive .questions from prospective bidders. RJN
Group, lnc..sliall consider the questions received and issue necessary clarifications and changes
to the Bid Documents through the use of addenda.
Assist City in obtaining and evaluating bids and preparing con§(ruction contracts. Provide four
(4) copies of the bid tabulation for the project:
Consult with and advise City as to the acceptability of subcontractors and other persons and
`organizations proposed' by the prime construction'contractoi(s), hereinafter called "Contractor(s),"
for those portions of the work as to which such acceptability is required by the Bid Documents.
Make recommendations regarding award of construction contracts.
9. Attend Water and Sewer Committee meeting and the ensuing City Councit meeting to recommend
action by the respective bodies. -Prepare and present a recommendation complete with such
supporting information as necessary for the bodies to make an informed decision on the action
recommended. -
PHASE II}—CONSTRUCTION P}IASE
1. Consult with and advise City of Fayetteville and act as City of Fayetteville's Engineer as
• provided in Cityof Fayetteville's General Conditions of the.Construction Contract. The extent
and limitations of the duties, responsibilities, and authority of RJN Group Inc: as assigned in said
General Conditions shall not be modified without RJN Group Inc.'s written consent.
Z: Conduct Construction Phase Services in accordance with the Arkansas Natural Resources
Commission Rules Governing the Arkansas Clean Water Revolving Loan Fund Program and as
directed by the City of Fayetteville. •
• Review and accept Submittals of Contractor(s) for conformance with the design concept and intent
of the Contract Documents.
Resident Services During Construction
a. A Resident Project Inspector(s) and assistants shall be furnished and shall act as directed
by RJN Group Inc. in order to provide more extensive representation at the Project site
during the Construction Phase. The cost estimate is based on the assumption that each
resident Project Inspector/Assistant will be responsible for overseeing the construction
•
of the two pipe line projects. A total of 3,418 hours of resident inspector hours are
included in the cost estimate attached hereto as Attachment A.
b. The Resident Project Inspector, through more extensive on-site observations of the work
in progress, field checks of materials and equipment, and maintenance ofjobsite records
on conditions and activities, shall assist RJN Group Inc in determining that the Project
is proceeding In accordance with the Contract Documents; but the furnishing of such
•
resident project representation shall. not make RJN Group Inc. responsible for
•
construction means, methods, techniques, sequences, or procedures, or for safety
precautions or programs, or for Contractor(s) failure Io perform the construction work in
accordance with the Contract Documents.
Issue all instructions of City of Fayetteville to Contractor(s); prepare routine Change Orders as
required; act as initial interpreter of the terms and conditions of the Contract Documents and judge
of the performance there under by the parties thereto, and make recommendations to City of
Fayetteville on claims of City of Fayetteville and Contractor(s) relatingto the execution and
AA -5
•
progress of the Work and other matters and questions relatedthereto; but RJN.Group Inc. shall
not be,liable for the results of any such recommendations, interpretations, or decisions rendered by
-RJN Group Inc: in good faith.
Review Contractor(s)' applications for payment and supporting data, determine the amounts owing
to Contractor(s), and recommend approval in writing to City of Fayetteville of all payments to
Contractor(s) in accordance with the Contract Documents.
- . Conduct an inspection to determine if the Project is substantially complete and a final inspection
to deterinine if the Project has.been completed. in accordance with the Contract Documents, and if
each Contractor has fulfilled all of,his.obligations there.under so that RJN Group Inc. may
recommend approval, in writing to City of Fayetteville, of final payment to each Contractor:
Post Construction Phase
a. Provide qualified. personnel during equipment start-up and instruct City" .of
Fayetteville's personnel in equipment function and intended use..
Prepare a reproducible Record Set of drawings revised to show significant changes made during
construction of the Project in accordance with records provided by Contractor and RJN Group
Inc.'s Resident Project Inspector.
AA -6 -
Sewer Pipeline
Table A-1
LIMITS OF DESIGN
Diameter Length
(in) (11)
WL -10 Farmington Interceptor Sewer 12-24 13,322
WL -11 Force Main from LS # 12 to WS WWTP 18 9 683
Total
23,005
Lift Stations Extent of Improvements
WL -12 Farmington Lift Station (LS #12) New Station
1 Quantity 1 Units Unit'Price I Extended 1
• Table 2-A
McCL EL LAND
CONSULTING
�rs���u,�fil6•
—__ __1 ENGINEERS, INC. 41ATERIAIS LABORATORY
REVISED SEPTEMBER 2006
GEOTECHNICAL INVESTIGATION:SCOPEAND-FEE SCHEDULE
FARMINGTON SEWER LINES .& PUMP STATIONS
WEST SIDE TREATMENT FACILITIES
FAYETTEVILLE, • ARKANSAS
RJN
DALLAS, TEXAS
September 28, 2006
rY )
x.6,..;.'. 2701.1
17:-5117- rn 1
-r r J. . ;.; ;. q '.l r
!Item No. (Item •Description / ASTM Designation
1 Equipment Mobilization and Demobilization ( Per Trip )
-Engineering Technician (. For Utility Locations "One Calf' )
Dozer Rental ( For Clearing Sites) ( 4 Hr. Minimum per day )
Soils Technician ( Clearing of Sites )
Soils Technician ( Site Access Negoiations )
2 Boring Setup Charges
Drill Rig and.Crew Standby Time ( During Clearing)
Boring Layout •
3 Soil:Drilling and Sampling, ASTM D-1586 8 ASTM D-1587
Soil Diilljng ,( 78 Borings - 8 feet to 25 feet max. )
Rock Drilling
Diamond Core Drilling
4 Soil and Rock Laboratory Testing
ASTM:D=2216, Moisture Content Determination
ASTM 0-4318, Liquid and -Plastic Limit of Soils
ASTM (1422, Gradation Analysis of Soils (6 Sieves )
ASTM D-2166, Unconfined Compressive Strength of Soils
ASTMDD 2166, Dry Unit Weight of Soil Specimens
5 • •Geotechnical Engineering Report and Recommendations
- •Engineering Supervision (Project Manager)
-Enginee'ring Analysis 8 Recommendations"(Project Engr.)
Boring'Lrog.Preparation (Senior Draftsman)
Boring Plot Plan Preparation (Draftsman)
Report Preparation (Clerical)
12 Trips
16 HR
40 HR
24 HR
40 HR
'78 EA
16 HR
40 HR
900 LF
50 LF
200 LE.
$75.00..
$65.00
190.00
$45.00
145.00
Subtotal •
•
• $35.00
_. ,$110:00
$65.00
Subtotal
$10.00.
$13.00.
:t35. O0
Subtotal
160 EA $10.00
75 EA $50.00
75 EA $50-00
80 EA -- .$2.10:.00
•BO•EA - -$10.00.
Subtolat.
•
10 HR 1140.00-
24 HR $90:00' -
50 HR $72.00,
8 HR $60.00.
2,HR . $45.00
Subtotal
ESTIMATED • GEOTECHNICAL INVESTIGATION.AND ENGINEERING
Any Additional -Items shall be according to attached Fee Schedule
SUBMITTED BY:
C: !DICE 01 ECHVay-sewer farm -0905 W62wj
'$900.00
11,040.00
$3.600.00
.$1,080.00
11,800.00
$8,420.00
$2,730.00
$1,760.00
12,600.00
$7,090.00
$9,000.00
• $650.00
$7.00o.00
• $16,650.00
$1:600.00
$3,750.00
$3,750.00
'$3.200.00
•: $800.00
• $13,.100.00
$1,400.00
.$2,160.00
$3.600.00
1480.00
$90.00
'$7; 730.00
$52,990.00
te MCCLELLAND
ILZ CONSULTING
r r,r.r,. r,. ^ rer, j ENGINEERS, INC. MATERIALS LABORATORY.
GEOTECHNICAL INVESTIGATION FEE SCHEDULE
June 2006 ' . ,
Table 2-A (Cont.)
1.nreg4
tkir
-t r. i8 ufl
X 4!.11:11-1 1.,':,;
CATEGORY
Mobilization of $2.10/mile 1 each way 1
Soil Drilling including Sampling
Rock Drilling (Rotary Bit) '
Rock Coring (Diamond Bid
Setting Casing Through Overburden, as required
Boring Setup Charge
Standby Time (Rig and Crew On -Site), if required
Layout of.Boring
Crew Travel Time
Per Diem (per night)
Allerberg Limits .
Moisture Content
Unit Weight Test (Soil Sample)
Unconfined Compression Test
Gradation Tests DrySieve
Wet Sieve -
California Bearing Ratio(CBR) with Std Proctor
With Mort Proctor
•In-situ Permeability •
In-situ Permeability (Flexwall)
Remolded Sample
Triaxial Test (Single Stage)
Triaxial Test (Multi -Stage).
Remolded Sample
Draftsman •
Senior Draftsman
Clerical
Design Engineer
ProjectEngineer (Soils Engr.) .
Project Manager (Senior. Soils:Engr.)
Principal Engineer
Senior Engineering Technician
Engineering. Technician
Soils Technician
Two Flagmen
Mileage
Backhoe Rental -( 4,hour minimum )
Dozer Rental (4 hour minimum )
( from Fayetteville, Ark. )
Rock Bits
"' Diamond Bits
•
HOURLY
RATE
$ 75.00 minimum
8.50 per foot
12:00. per foot
32.00 per foot
8.00 per foot
35.00 per each
110:00 per hour
60.00 per hour
60.00 per hour
70.00 per man
45.00 each
12:00 each
12:00 each
40.00 each
8.00 each
35:00 each
250:00 each
275:00 each
150.00 each
250.00 each
90.00 each
135.00 eadh
180.00 each
50:00 each
50.00 per hour
60.00 per hour
45.00 per hour
BO.00,per hour
90.00per hour
130.00;per hour
140.00 per hour
72.00 per hour
55.00 -per hour
:40.00•per hour
75:00 per hour
0 .42 per mile
75.00 per hour (min)
90.00 per, hour (min)
300.00 each
525.00 each
The Client is responsible for providing access to the site. The Client is responsible for all costs for site
mobilization through unstable soil when a dozer is required to move the drill rig around the site. The Client is
responsible for all costs involving clearing and access path to each boring location. The Client is responsible for
drill bit costs while drilling into and/or Through a then, a very hard'limestone formation, or other very -hard
formation, whenever new or. slightly used drill bits are worn out during the drift operations
Hourly Rates subject to adjustment' annually
Chau%GEOTECHUee! &EO-rEEn006 wpd qn
•