HomeMy WebLinkAbout9-97 RESOLUTION t
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SCANNED
RESOLUTION NO. 9-9 7
A RESOLUTION AUTHORIZING THE MAYOR AND CITY
CLERK TO EXECUTE AN AGREEMENT WITH
McCLELLAND CONSULTING ENGINEERS, INC. FOR
ENGINEERING SERVICES FOR THE CONSTRUCTION OF
THE SUNBRIDGE EXTENSION PROJECT, IN THE AMOUNT
OF $62,040, PLUS A 10% CONTINGENCY AMOUNT OF
$6,204.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE,
ARKANSAS:
Section 1. That the City Council hereby authorizes the Mayor and City Clerk to
execute an agreement with McClelland Consulting Engineers, Inc. for engineering services for the
construction of the Sunbridge extension project, in the amount of $62,040, plus a 10%
contingency amount of$6,204. A copy of the agreement is attached hereto marked Exhibit "A"
and made a part hereof.
PASSED AND APPROVED this 4th day of February , 1997.
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4.1 . . �t
t ' ' APPROVED:
f;, • k,: '• i F ` `, By:
t� ,• j red Hanna, Mayor
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ATTEST:
By:
Traci Paul, City Clerk
CITY OF'FAYETTEVILLE EXHIBIT A
AGREEMENT FOR ENGINEERING SERVICES
STATE OF ARKANSAS
COUNTY OF WASHINGTON
This Agreement entered into and executed this `-7/X day of Fe-6rc-,ar y , 1997,
by and between the City of Fayetteville acting by and through its Mayor hereinafter called the
"OWNER" and McClelland Consulting Engineers, Inc. with offices in Fayetteville, Arkansas,
hereinafter called the "ENGINEER".
WITNESSETH:
Whereas, the "OWNER" is planning to extend Sunbridge Drive from Villa Drive to College
Avenue; and Whereas the "OWNER'S" forces are fully employed on other urgent work that
prevents their early assignment to the aforementioned work; and Whereas, the "ENGINEER'S"
staff is adequate and well qualified and it has been determined that its current work load will
permit completion of the plans for the project on schedule;
Now therefore, it is considered to be in the best public interest for the "OWNER" to obtain
assistance of the "ENGINEER'S" organization in connection with said engineering services. In
consideration of the faithful performance of each party of the mutual covenants and agreements
set forth hereinafter, it is mutually agreed as follows:
SECTION I - EMPLOYMENT OF ENGINEER
The "OWNER" agrees to employ the "ENGINEER" to perform, and the "ENGINEER" agrees to
perform, professional engineering services in connection with the project set forth in the Sections
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to follow; and the "OWNER" agrees to pay end the "ENGINEER" agrees to accept, as specified
in the Sections to follow as full and final compensation for work accomplished in the specified
time.
SECTION II - DESCRIPTION OF THE PROJECT
Construction of approximately 700 linear feet of street improvements to Sunbridge Drive
beginning approximately 175 feet west of Villa Drive and extending eastward to College Avenue.
A paved section will be designed with curb and gutter, sidewalk and drainage section
improvements meeting the "OWNER'S" present pavement and drainage design criteria. The
ENGINEER will prepare a traffic study which recommends typical pavement section(s), the
number of traffic lanes, and the length of the respective traffic lanes. Roadway realignment,
utility relocations, pipeline crossings, and traffic signalization are included in project scope.
SECTION III - INFORMATION & SERVICES
The "OWNER" will furnish any specifications, standards and other information which may relate
to the project including GPS survey data. Aerial mapping data will be provided, free of charge,
to the ENGINEER on magnetic media.
SECTION IV - SERVICES TO BE FURNISHED BY THE "ENGINEER" DURING "DESIGN"
PHASE
The project will be designed and constructed to meet local street standards in accordance with
the "OWNER'S" pavement design and drainage criteria. Construction specifications shall be
based on "Standard Specifications for Highway Construction Edition 1996 of the AHTD" and
latest special provisions and City of Fayetteville Specifications except that metric units will not
be used. The design concept with regard to street alignment, pavement section, geometrics,
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detours, right-of-way, and utility relocation shall be-submitted by the "ENGINEER" and approved
by the "OWNER" prior to beginning design work.
The "ENGINEER" shall provide all field survey data from field work for designing the project and
this shall be tied to the "OWNER'S" GPS control network.
The "ENGINEER" shall be responsible for obtaining, interpreting and evaluating geotechnical
data for pavement design and embankment stability.
The "ENGINEER" shall conduct preliminary design and prepare preliminary construction limits,
required right of way, ownership map, perform all needed stability analyses, design of detours
where needed, and preparation of maintenance of traffic plans detailing needed signing and
striping during construction, as well as for permanent application after the completion of street
construction.
The "ENGINEER" shall provide surveying, mapping, and related services as required to prepare
Right-of-Way/Easement documents for the "OWNER'S" use in acquisition activities.
The "ENGINEER" shall furnish plans to all utility companies affected by the project and shall
conduct a coordination meeting among all affected utility companies to enable them to develop
utility agreements regarding any necessary utility relocations.
During the "design" phase of the project, the "ENGINEER" shall perform a traffic and
signalization study which recommends typical pavement sections, number/length of traffic lanes,
and automatic signalization equipment. After the OWNER's authorization, the ENGINEER shall
conduct final designs to prepare construction plans and specifications including final construction
details and quantities, special provisions, cost estimates, make final field inspection with
"OWNER", make any needed plan changes as a result of the final field inspection and all other
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work required to advertise and receive bids. -
Prior to the start of construction, the "ENGINEER" shall establish benchmarks for elevation
control and tie layout work to Fayetteville's GPS and provide centerline construction reference
points/alignment at all PCs, PTs, and at 4 POTs for the proposed roadway.
SECTION V - COORDINATION WITH "OWNER"
The "ENGINEER" shall hold conferences throughout the design of the project with
representatives of the "OWNER" to the end that the design, as perfected, shall have full benefit
of the "OWNER'S" knowledge and be consistent with the current policies and construction
practices of the "OWNER". The "OWNER" reserves the right to accept or reject any or all plans,
but this stipulation will not relieve the "ENGINEER" of responsibility for the design of the project.
SECTION VI - OFFICE LOCATION FOR REVIEW OF WORK
Review of the work as it progresses under this Agreement shall be made at the "OWNER'S" City
Engineer's office.
SECTION VII - PRELIMINARY SUBMISSION
The "ENGINEER" shall submit three (3) sets of preliminary plans for each submittal at 35%,
65%, and 95%, and meet with the "OWNER'S" staff following each submittal.
SECTION VIII - FINAL SUBMISSION
The final submission for the construction contract shall consist of the following:
A. One (1) copy of all design calculations
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B. The originals of all drawings, specifications and contract documents. All design
drawings on magnetic media shall be submitted on disks compatible with AutoCAD
Release 12 software.
C. The estimated cost of construction and a detailed estimate of time in calendar days
required for completion of the contract.
D. Three (3) copies of the final plans for"OWNER'S" use.
SECTION IX - ENGINEER RESPONSIBILITY DURING "BIDDING" AND
"CONSTRUCTION" PHASES
During the "Bidding" phase of the project, the "ENGINEER" shall provide all engineering and
administrative services needed to obtain bids for the construction project, evaluate the bids, and
consult with and advise the "OWNER" as to the acceptability of the best bidder.
During the "Construction" phase of work, the "ENGINEER" shall provide administrative and
engineering services including resident construction observation services to determine whether
the Contractor has met the requirements of the design plans and specifications. The
"ENGINEER" shall review the Contractor's progress payment requests based on the actual
quantities of contract items completed and accepted, and shall make a recommendation to the
"OWNER" regarding payment.
SECTION X - SUBCONTRACTING
Subcontracting by the "ENGINEER" of any of the services provided herein, other than the
subcontract with (not applicable) as attached to this Agreement shall require prior approval by
the "OWNER".
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SECTION XI - TIME OF BEGINNING AND COMPLETION
The "ENGINEER" shall begin work under this Agreement within ten (10) days of notice to
proceed and shall complete the plans for the construction contract within 120 calendar days.
The above completion time is predicated upon the fact that the "OWNER" will provide the traffic
counts for the Traffic Study on College Avenue, and cause to be processed approvals of interim
work in an expeditious manner (5 working days per submittal).
SECTION XII - FEES AND PAYMENTS
A. Title I Services (Engineering Planning and Design Services Preceding
Construction).
The ENGINEER shall provide, as hereafter enumerated individually, design, bidding,
geotechnical, and easement preparation services for a total not-to-exceed cost of
$ 41,150.00 , including a total fixed fee of $ 4,224.00 .
1. "Design" Phase Services:
For, and in consideration of, the services to be rendered by the "ENGINEER", the
"OWNER" shall pay the "ENGINEER" on the basis of actual salary costs for work-time
directly connected with work chargeable to the project, plus payroll additives and
general overhead costs of 176% of direct labor costs, plus direct reimbursable
expenses associated with the project, plus a fixed fee which are payable as follows:
a) "Design" phase services, "surveying services",
and preparation of the Ownership
Map/Right-of-Way Plan Costs not to exceed: $31,268.00
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b) Fixed fee for"Design" services: - $ 3,752.00
c) Engineering contract amount for "Design"
phase services not to exceed: $35,020.00
The basis of this upper limit and justification for the fee is contained in Appendix "A"
attached hereto. Adjustment of the upper limit may be made should the "ENGINEER"
establish and the "OWNER" agree that there has been or is to be a significant change
in scope, complexity or character of the services to be performed; or if the "OWNER"
decides to shorten the duration of work from the time period specified in the Agreement
for completion of work and such modification warrants such adjustment.
Appendix"B" covers the classification of personnel and the salary rate for all personnel
anticipated to be assigned to this project by the "ENGINEER".
Final payment for Design services shall be made upon the "OWNER'S" approval and
acceptance with the satisfactory completion of the "Design" phase for the project.
2. "Bidding" Phase Services:
For"bidding" phase services rendered by the "ENGINEER", the "OWNER" shall pay the
"ENGINEER" on the basis of salary costs for work-time directly connected with the
project, plus payroll additives and general overhead costs of 176% of direct labor costs
(plus direct reimbursable expenses associated with the project), plus a fixed fee which
are as follows:
a) "Bidding" phase services costs not to exceed: $1,210.00
b) Fixed fee for "Bidding" services: $ 145.00
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c) Engineering contract amount for"Bidding"
phase services not to exceed: $1,355.00
Final payment for "Bidding" phase services shall be made upon the "OWNER'S"
approval and acceptance with the satisfactory completion of the "Bidding" phase of the
project.
3. "Geotechnical Investigation" Services:
For geotechnical investigative services associated with design, the "OWNER" shall pay
the "ENGINEER" on the basis of hourly rates and unit prices set forth in Appendix "C"
a fee not to exceed $ 1,725.00 . The basis of this upper limit and justification for the
fee is contained in Appendix "D", attached hereto.
4. "Easement Preparation" Services:
For"Easement preparation" services, the "OWNER" shall pay the "ENGINEER" on the
basis of salary costs for work-time directly connected with the project, plus payroll
additives and general overhead costs of 176% of direct labor costs (plus direct
reimbursable expenses associated with the project), plus a fixed fee which are as
follows:
a. "Easement preparation" services costs not to exceed: $2,723.00
b. Fixed fee for "easement preparation" services: $327.00
c. Engineering Contract amount for "easement preparation"
services not to exceed: $3,050.00
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Final payment for easement preparation services shall be made upon the OWNER's
approval and acceptance of the easement documents.
B. Title II Services (Construction Phase Services):
The ENGINEER shall provide, as hereafter enumerated individually, construction phase
and construction staking services for a total not-to-exceed cost of $ 20.890.00
including a total fixed fee of $ 2.240.00 .
1. "Construction" Phase Services:
For"Construction" phase services rendered by the "ENGINEER", the "OWNER" shall
pay the "ENGINEER" on the basis of salary costs for work-time directly connected with
the project, plus payroll additives and general overhead costs of 176% of direct labor
costs (plus direct reimbursable expenses associated with the project), plus a fixed fee
which are as follows:
a) "Construction " phase services costs not to exceed: $17,320.00
b) Fixed fee for "construction" phase services: $ 2,080.00
c) Engineering contract amount for "Construction"
phase services not to exceed $19,400.00
(based upon providing an average of 6 hrs/day of observation during an assumed
construction period not to exceed 75 calendar days)
Final payment for "Construction" phase services shall be made upon the "OWNER'S"
approval and acceptance with the satisfactory completion of the "construction" phase
of the project.
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2. "Construction Staking" Services:
For "Construction Staking" services, if authorized in writing separately from this
Agreement, the "ENGINEER" shall establish roadway centerline rough grade staking
with offset staking on one side at 100-ft. stations, establish curb and gutter staking on
both sides at 100-ft. stations along tangents and 50-ft. stations along curves, and
perform drainage structures staking. This construction staking is to be performed by the
"ENGINEER" one time only, with additional staking to be the responsibility of the
Contractor. For this work, the "OWNER" shall pay the "ENGINEER" on the basis of
actual salary cost for work-time directly connected with construction staking, plus
payroll additives and general overhead costs of 176% of direct labor costs, plus direct
reimbursable expenses, plus a fixed fee payable as follows:
a) "Construction Staking" costs not to exceed: $1,330.00
b) Fixed fee for "construction staking": $ 160.00
c) Engineering contract amount for "construction
staking" services not to exceed $1,490.00
SECTION XIII - CHANGES
The "OWNER" may at any time, by written order, make changes within the general scope of
the contract in the work and services to be performed. If any such change causes an increase
or decrease in the cost of, or the time required for, performance of this contract, an equitable
increase or decrease shall be made in the upper limit contract amount, including fee or time
of required performance, or both, and the contract shall be modified in writing accordingly.
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Any claim by the "ENGINEER" for adjustment under this clause must be asserted with thirty
(30) days from the date of receipt by the "ENGINEER" of the notification of change; provided,
however, that the "OWNER", if it decides that the facts justify such action, may receive and act
upon any such claim asserted at any time prior to the date of final payment under this contract.
Failure to agree to any adjustment shall be cause for a dispute concerning a question of fact
within the meaning of the clause of this contract entitled SECTION XVII - MISCELLANEOUS
PROVISIONS, (1) Dispute Resolutions. However, nothing in this clause shall excuse the
"ENGINEER" from proceeding with the contract as changed.
SECTION XIV - OWNERSHIP OF DOCUMENTS
All documents, including original drawings, disks of CADD drawings and cross sections,
estimates, specification field notes, and data are and remain the property of the "OWNER".
The "ENGINEER" may retain reproduced copies of drawings and copies of other documents.
SECTION XV - POSTPONEMENT OR CANCELLATION OF THE CONTRACT
It is understood that the "OWNER" will have the right to suspend or cancel the work at any
time.
A. Postponement - Should the "OWNER", for any reason whatsoever, decide to
postpone the work at any time, the "OWNER" will notify the "ENGINEER", who will
immediately suspend work. Should the "OWNER" decide during such suspension not
to resume the work, or should such suspension not be terminated within a year, the
work shall be canceled as hereinafter provided.
B. Cancellation - Should the "OWNER", for any reason whatsoever, decide to cancel or
to terminate the use of the "ENGINEER'S" service, the "OWNER" will give written
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notice thereof to the "ENGINEER", who will immediately terminate the work. If the
"OWNER" so elects, the "ENGINEER" may be instructed to bring a reasonable stage
of completion to those items whose value would otherwise be lost. The "ENGINEER"
shall turn over all data, charts, survey notes, figures, drawings and other records or
information collected or produced hereunder whether partial or complete. Upon such
termination of the "ENGINEER'S" services, the "ENGINEER" shall be paid on an
proportional amount of the total fee, less prior partial payments, based on the ratio of
work done to the total amount of work to be performed.
SECTION XVII - MISCELLANEOUS PROVISIONS
1. Dispute resolution - Any dispute concerning a question of fact in connection with the
work and having a financial value of $10,000, or less, shall be referred for
determination to the Mayor of the City of Fayetteville whose decisions in the matter
shall be final and conclusive. Disputes resulting from claims greater than $10,000
shall be subject to mediation.
2. Responsibility for Claims and Liability - The "ENGINEER" shall save harmless the
"OWNER"from all claim and liability due to its (the "ENGINEER's") activities, or those
subcontractors, its agents, or its employees during the time this contract is in force.
3. General Compliance with Laws -The "ENGINEER" shall comply with all federal, state
and local laws and ordinances applicable to the work. It shall be a professional
engineer, licensed in the State of Arkansas.
4. Engineer's Endorsement -The "ENGINEER" shall endorse and recommend all plans,
specifications, estimates and engineering data finished by it. All design shall be
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checked in accordance with accepted engineering practices. All plan quantities shall
be checked and verified.
SECTION XVIII - SUCCESSORS AND ASSIGNS
The "OWNER" and the "ENGINEER" each binds itself and its partners, successors, executors,
administrators, and assigns to the other party of this Agreement, except as above, neither the
"OWNER" nor the "ENGINEER" shall assign, sublet or transfer its interest in this Agreement
without written consent of the other. Nothing herein shall be construed as creating any
possible personal liability on the part of any officer or agent of any public body which may be
party hereto.
SECTION XIX - COVENANT AGAINST CONTINGENT FEES
The "ENGINEER" warrants that it has not employed or retained by company or person, other
than a bonafide employee working solely for the "ENGINEER", to solicit or secure this contract,
and that it has not paid or agreed to pay any company or person, other than a bonafide
employee working solely for the "ENGINEER", any fee, commission, percentage, brokerage
fee, gifts, or any other consideration, contingent upon or resulting from the award or making
of this contract.
For breach or violation of this warranty, the "OWNER" shall have the right to annul this contract
without liability.
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N WITNEStSr\THEREOF, the parties hereto have caused this Agreement to be duly executed
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QS of the date•andcyear first herein written.
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APPENDIX "A"
PROJECT NAME: Sunbridge Drive Extension
PROJECT NO.: FY 962166
PROJECT MANAGER: WAYNE JONES
DATE BUDGET REVISED: January 10,1997
PROJ. PROJ. DSGN S.E.T. PLS SURV. CADD DRFT. SR. JR. CONST CONST OTHER EXTENDED
TASK TASK DIR/MGR ENGR. ENGR. TECH. SURV. SURV. CREW TECH. SUPV_ DRFT DRFT CLER ENGR. OBSER MILEAGE DIR.EXP COST
NO. DESCRIPTION HRLY.RATE _ $
1
1 CONTRACT NEGOTIATIONS 5 4 J $755
2 PRE-DESIGN MEETING WITH OWNER 3 3 - _ - $495
3 NOTICE TO PROCEED/BEGIN DESIGN WORK J -
- $0
4 EXECUTE CONTRACT 2 $190
5 SCHEDULING 8 BUDGETING 1 $95
6 IDENTIFY/LIST PROJECT COMPONENTS 2 2 $330
7 DEVELOP DESIGN CRITERIA FOR COMPONENTS 2 $140
8 TRAFFIC and SIGNALIZATION STUDY 8 24 160 32 2 12 -- 8 $500 614,110
9 SCHEMATIC DESIGN PHASE (35%) .
$0
10 Plan,Profile 8 Cross Section 6 16 _ $1,300
11 Drainage 6 _ J $420
12 Preliminary Report 3 12 - $870
13 Initial ROW/Easement Map r 5 1 $260
14 Meeting with Owner 2 2 - - $330
15 PLANNING FOR FIELD SURVEYS 3 $135
16 NOTIFY UTILITY COMPANIES TO MARK THEIR FACILITIES - 1 - - - - $40
17 UTILITY COMPANIES TO MARK THEIR FACILITIES - - 60
18 EXECUTION OF FIELD SURVEYS $0
19 FIELD WORK _ 16 $960
20 NOTE REDUCTION/DRAFTING .
10 - $380
21 PRELIMINARY DESIGN (65% ) " - SO
22 Prepare Mini Plans 2 - $140
23 Cover Sheet 1 - $70
24 Typical Section 1 _ 1 4 $265
25 Plan and Profile Sheets .
2 5 . 2 10 6875
26 Detail Sheets _ 2 2 _ _ _ - 4 - $390
27 Cross Section Sheets 2 4 _ 2 16 _ $f,039 '
28 Utility relocations 1 - 2 - $180.
28A Erosion Control Plans 1 2 $140
29 Signalization 2 4 16 _ 16 61,910
30 OUTLINE SPECIFICATIONS 4 $280
31 PRELIMINARY COST ESTIMATE 4 I .
1 2 - $375
32 PRELIMINARY ENGR.REPORT with Plans (3 Sets) 1 6 $250
33 QA REVIEW OF PRELIMINARY ENGR.REPORT 1 4 - 4 6535,
34 OWNER'S REVIEW OF PRELIMINARY ENGR.REPORT&PLANS 2 2 .
$330
35 MEETING WITH OWNER ( 65% ) SO
36 DETAILED DESIGN $0
37 DRAWINGS 60
38 Plan and Profile Sheets 2 6 " - 2 8 $860
39 Details - 4 1 8 $615
40 Cross Sections 1 2 - - 1 4 $376
41 Drainage _ 2 4 - - 4 $500
42 Utilities - 2 1 $175
42A Erosion Control 1 _ - - - 2 _ $140
43 Signalization 1 4 12 16 $1,595
44 DETAILED COST ESTIMATES 2 - - - $140
45 PROJECT MANUAL _ 12 2 $900
46 front-end documents _ 8 $240
47 technical specifications . $0
48 OA REVIEW OF DETAILED DESIGN 2 4 4 $630
49 RE-EVALUATE SCHEDULE 8 BUDGET 1 2 5235
50 OWNER'S REVIEW with FIELD REVIEW - _ - 60
51 REVISIONS TO PLANS 8 SPECIFICATIONS - _ 8 - 1 8 - $895
52 RE-EVALUATE SCHEDULE 8 BUDGET - 60
53 SUBMITTALS TO AHTD and UTILITY COMPANIES - - - S0
54 REVIEW BY AHTD -I SO
55 FINAL PLANS (3 SETS ) - 4 $140
DESIGN PHASE SUBTOTAL 32 119 - 249 32 3 6 17 10 12 0 120 26 8 0 0 $500 635,020
OW 1:962166:SUNBRID3.WB2:WJ Page 1
APPENDIX "A"
PROJECT NAME: Sunbridge Drive Extension
PROJECT NO.: FY 962166
PROJECT MANAGER: WAYNE JONES
DATE BUDGET REVISED: January 10,1997
PROJ. PROJ. DSGN S.E.T. PLS SURV. CADD DRFT. SR. JR. CONST CONST OTHER EXTENDED
TASK TASK DIR/MGR ENGR. ENGR. TECH. SURV. SURV. CREW TECH. SUPV. DRFT , DRFT CLER ENGR. OBSER MILEAGE DIR.EXP COST
NO. DESCRIPTION HRLY.RATE $
56 ADVERTISE FOR BIDS 1 -
- - 3 J $160
57 BIDDING PERIOD 8 - $560
58 OPEN BIDS _ _ 2 $140
59 RE-EVALUATE SCHEDULE 6 BUDGET 2 3 $230
60 RECOMMEND AWARD OF CONTRACT _ 1 1 $125
61 DECISION BY OWNER TO AWARD CONTRACT 2 $140
62 ISSUE NOTICE OF AWARD TO CONTRACTOR J f0
BIDDING PHASE SUBTOTAL 0 16 0 0 - 0 7 0 0 0 0 _ 0 0 6 1 0 0 0 $1,355
63 REVIEW BONDS/INSURANCE DOCUMENTS - - 4 $220
64 PRE-CONSTRUCTION CONFERENCE/NOTICE TO PROCEED - 2 _ - 2 $250
65 CONSTRUCTION PERIOD(75 Calendar Days I(22 DAY/MO(5 6 FIR/DAY I _ 40 330 S17,050
66 REVIEW SHOP DRAWINGS 4 I - 2 $390
67 FINAL INSPECTION _ ' 4 _ 4 J 2 $590
68 CONTRACT CLOSE-OUT/FINISH PUNCHLIST - 8 _ $360
69 PREPARE RECORD DRAWINGS _ 1 _ - 2 _ 8 _ $516
CONSTRUCTION PHASE SUBTOTAL 0 , 11 0 0 1 0 . 0 0 0 2 8 0 0 52 340 0 0 $19,376
SPECIAL SERVICES - - — -
70 PLANNING FOR CONSTRUCTION STAKING 2 $90
71 SETTING BENCHMARKS $0 -
72 ROUGH STAKING OF CENTERLINE&OFFSET STAKING AT RO _ _ 12 - 2 _ - $796
73 STAKING DRAINAGE PIPE AND STRUCTURES - 4 - $240
74 STAKING CURB AND GUTTER a 100 FT. 6 a 50 FT.IN CURVE _ 6 _ $360
10 r
CONSTRUCTION STAKING PHASE SUBTOTAL 0 0 0 0 2 0 _ 32 2 _ 0 0 0 0 0 0 0 0 $1,486, -
75 FINAL EASEMENT PREPARATION _ - -. + -$0
76 DEVELOP FINAL RIGHT-OF-WAY MAP/EASEMENT PLAN 1 8 " 20 I $1,230
77 PREPARE INDIVIDUAL EASEMENT PLANS a 1 4 12 4 5850
r 78 PREPARE EASEMENT/ACQUISITION DOCUMENTS 1 4 12 8 $970•
EASEMENT PREPARATION SUBTOTAL 0 3 _ 0 0 16 44 0 0 0 0 0 12 0 0 0 0 $3,050
SPECIAL SERVICES SUBTOTAL - 0 3 0 0 18 44 32 2 0 0 0 12 0 0 0 0 $4,536
ITOTALEFFORT 32 1 149 I 249 I 32 T 21 ( 50 j 49 12 ( 14 1 8 J 120 1 44 1 61 1 340 I: 0 1 500 I 560,287I
GEOTECHNICAL SERVICES
78 PLANNING FOR GEOTECHNICAL INVESTIGATION 1 - $70
79 EXECUTION OF GEOTECHNICAL INVESTIGATION S0
80 FIELD WORK _ -
581 $581
81 LABORATORY WORK _ 754 $754
82 REPORT 1 1 3 2 $330
GEOTECHNICAL SERVICES SUBTOTAL 1 2 0 0 _ 0 0 0 0 0 0 3 2 0 0 0 1335 $1,736
OP6 1 962166 SUNBRID3 WB2.WJ Page 2
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APPENDIX "B"
CITY OF FAYETTEVILLE
SUNBRIDGE DRIVE EXTENSION
SALARY RANGES
LOWER UPPER
END END
Principal Engineer $34.00 $45.00
Project Manager 22.00 35.00
Project Engineer 19.00 25.00
Design Engineer 13.50 19.00
Project Surveyor 13.00 22.00
Surveyor 10.00 15.00
Survey Crew (2 men) 18.00 22.00
Survey Crew (3 men) 25.00 30.00
CADD Technician 9.00 13.00
Clerical 7.00 11.00
Senior Engr. Tech. 16.50 19.50
Engineering Tech. 12.00 18.00
Chief Draftsman 15.00 20.00
Senior Draftsman 10.00 15.00
Junior Draftsman 6.50 10.00
Construction Engineer 15.00 22.00
Sr. Construction Observer 16.50 19.50
Jr. Construction Observer 12.00 18.00
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APPENDIX "C"
CONSTRUCTION MATERIALS LABORATORY
FEE SCHEDULE
October 1,1996
GENERAL:
Laboratory Field Technician* $ 27.50 per hour
Engineering Technician* 40.00 per hour
Senior Engineering Technician 55.00 per hour
Lab Supervisor 45.00 per hour
Consultation, **
Design Engineer 50.00 per hour
Project Engineer 70.00 per hour
Project Manager 85.00 per hour
Principal Engineer 98.00 per hour
Lab Reports 25.00 per hour
SOILS:
Soils Field Technician 27.50 per hour
In-Place Compaction Test-Nuclear Gauge—ASTM D 2922
Sample Pickup
Liquid Limit,Plastic Limit,Plasticity Index(3 point)—ASTM D 4318 45.00 each
Sieve Analysis-Washed No. 200(Wet)—ASTM D 1140 20.00 per sieve
Sieve Analysis-Dry—ASTM D 422 6.50 per sieve
Hydrometer Analysis—ASTM D 422 55.00 each
Specific Gravity—ASTM D 854 35.00 each
Soils Classification,Unified or AASHTO—ASTM D 2487 or AASHTO M 145 100.00 each
Laboratory Maximum Compaction Test—ASTM D 698 or AASHTO T 99 100.00 each
Laboratory Maximum Compaction Test—ASTM D 1557 or AASHTO T 180 100.00 each
Potential Volume Change-Swell Pressure 100.00 each
California Bearing Ratio-CBR(including Proctor Curve)—ASTM D 1883 250.00 each
Shrinkage—ASTM D 427 50.00 each
Non-ASTM Procedures Available On Request •
CONCRETE:
Concrete.Mix Design Price on Request
Review Concrete Mix Design (Lab Supervisor) 45.00 per hour
Confirm Concrete Mix Design Price on Request
Concrete Field Technician* 27.50 per hour
Unit Weight and Yield of Freshly Mixed Concrete—ASTM C 138
Concrete Cylinder or Beam Molding—ASTM C 31
Concrete Cylinder or Beam Pickup
Concrete Slump Test—ASTM C 143
Concrete Air Content Test—ASTM C 231 or C 173
Rebound Hammer Testing—ASTM C 823
Cement Mortar or Group Sampling
Compressive Strength of Concrete Test Cylinders—ASTM C 39 7.50 each
Spare Cylinders Specimens Processed but not Tested 7.50 each
* ACI Grade I Concrete Field Testing Technician
** Subject to adjustment annually,on/about July 1.
ACCREDITED by AASHTO—Inspected by AMRL and CCRL
FEE:MAT-LAB.096:jm Page 1 of 2
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APPENDIX "C"
CONSTRUCTION MATERIALS LABORATORY
FEE SCHEDULE
October 1,1996
CONCRETE(Continued):
Flexural Strength of Concrete Beams—ASTM C 78 or C 293 15.00 each
Spare Beam Specimens Processed but not Tested 15.00 each
Compressive Strength of Grout Cubes 15.00 each
Compressive Strength of Cement Mortar Cubes 7.50 each
Concrete Coring(3"or 4"):
Core Machine&Lab Technician 50.00 per hour
Additional Lab Technician,if required 27.50 per hour
Compressive Strength of Concrete Cores(3"or 4") 25.00 each
Other Core Sizes Price on Request
Aggregate Sieve Analysis:
Dry Sieve—ASTM C 136 6.50 each
Wet Sieve—ASTM C 117 20.00 each
Specific Gravity and Absorption of Aggregate—ASTM C 127&C 128 75.00 each
Dry Rodded Unit Weight of Aggregate—ASTM C 29 50.00 each
Sodium or Magnesium Sulfate Soundness(5 cycles)—ASTM C 88 250.00 each
Additional Cycles 25.00 each
ASPHALT:
Asphalt Mix Design Price on Request
Review Asphalt Mix Design(Lab Supervisor) 45.00 per hour
In-Place Compaction Test-Nuclear Gauge(Lab Technician) 27.50 per hour
Marshall Test including Stability,Flow,Laboratory Density,Percent Air Voids,
Percent Voids in Mineral Aggregate (3 specimens per test) 175.00 each
Extraction including percent Bitumen and Aggregate Gradation 125.00 each
Laboratory Density of Cored Plugs including Depth Measurement 18.00 each
Asphalt Coring(3"or 4"):
Core Machine&Lab Technician 50.00 per hour
Additional Lab Technician,if required 27.50 per hour
Sample Pickup
FIREPROOFING:
Unit Weight, Bonding Strength,Thickness and Sampling
(actual time required for Lab Technicians) 27.50 per hour/Tech.
Report Preparation (Lab Supervisor) 45.00 per hour
STRUCTURAL STEEL:
Bolt Torque Testing: Lab Technician(s) 27.50 per hour
Design Engineer 50.00 per hour
Pneumatic Torque Wrench Calibration(twice per day) 50.00 each
Visual Weld Inspection Design Engineer 50.00 per hour
** Subject to adjustment annually,on/about July 1.
Services not Listed are Available on Request
ACCREDITED by AASHTO—Inspected by AMRL and CCRL
FEE:MAT-LAB.096:jrn Page 2 of 2
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APPENDIX "D"
GEOTECHNICAL INVESTIGATION SCOPE AND FEE SCHEDULE
SUNBRIDGE DRIVE EXTENSION
FAYETTEVILLE , ARKANSAS
for
McClelland consulting Engineers, Inc.
Fayetteville, Arkansas
December 12, 1996
Item No. Item Description/ASTM Designation Quantity Units Unit Price Extended
1 Equipment Mobilization and Demobilization 1 LS $75.00 $75.00
Backhoe Rental(For CBR Samples Minimum of 4 hours) 4 HR $45.00 $180.00
Soils Technician(For CBR Samples) 4 HR $30.00 $120.00
Excavation Repair (For CBR Samples) 1 LS $50.00 $50.00
Two Flagman( For CBR Samples) HR $50.00 $0.00
Subtotal $425.00
2 Boring Setup Charges 2 EA $25.00 $50.00
Boring Layout 0.5 HR $56.00 $28.00
Subtotal $78.00
3 Soil Drilling and Sampling,ASTM D-1586&ASTM D-1587
Soil Drilling (2 Borings in Street-5 feet each) 10 LF $8.00 $80.00
Subtotal $80.00
4 Soil and Rock Laboratory Testing
ASTM D-2216, Moisture Content Determination 4 EA $8.00 $32.00
ASTM D-4318, Liquid and Plastic Limit of Soils 2 EA $45.00 $90.00
ASTM D-422, Gradation Analysis of Soils (5 Sieves) 2 EA $50.00 $100.00
ASTM D-2166, Dry Unit Weight of Soil Specimans 4 EA $8.00 $32.00
ASTM D-1883,California Bearing Ratio 2 EA $250.00 $500.00
Subtotal $754.00
5 Geotechnical Report
Project Manager 1 HR $95.00 $95.00
Project Engineer 2 HR $60.00 $120.00
Boring Plot Plan& Log Preparation(Draftsman) 3 HR $35.00 $105.00
Report Preparation (Clerical) 2 HR $30.00 $60.00
Subtotal $380.00
ESTIMATED GEOTECHNICAL INVESTIGATION $1,717.00
QUOTE Not to exceed $1,725.00
SUMITTED BY: .
R. WAYNE JONES, P.E.
Project Manger