HomeMy WebLinkAbout67-05 RESOLUTIONRESOLUTION NO. 6 7 - 0 5
A RESOLUTION TO APPROVE TASK ORDER #6 TO A
CONTRACT WITH MCCLELLAND CONSULTING
ENGINEERS, INC. IN THE AMOUNT OF $99,850.00 TO
DESIGN AND OVERSEE THE CONSTRUCTION OF A
NEW WEST SIDE GENERAL AVIATION APRON AND
SEWER LINE REPLACEMENT, AND TO APPROVE
APPLICATIONS FOR FUNDING FROM THE FAA AND
ARKANSAS DEPARTMENT OF AERONAUTICS TO PAY
FOR THIS PROJECT AND TO APPROVE A BUDGET
ADJUSTMENT IN THE AMOUNT OF $1,079,316.00
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 Task Order #6 to a contract with McClelland Consulting Engineers, Inc. in the
amount of $99,850.00 to design and oversee the construction of a new west side general
aviation apron and sewer line replacement.
Section 2: That the City Council of the City of Fayetteville, Arkansas hereby
approves applications for funding from the FAA and Arkansas Department of
Aeronautics to pay for this project.
Section 3: That the City Council of the City of Fayetteville, Arkansas hereby
approves a budget adjustment in the amount of $1,079,316.00.
PASSED and APPROVED this 5w day of April, 2005.
ATTEST:
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SONDRA SMITH, City Clerk
By:
APPROVED:
DAN COODY Mayo
TASK ORDER NO. 6
WEST SIDE GA APRON IMPROVEMENTS
STATE OF ARKANSAS
COUNTY OF WASHINGTON
This Task Order is written pursuant to the basic agreement entitled CITY OF
FAYETTEVILLE, AGREEMENT FOR ENGINEERING SERVICES, executed on April
30, 2003. The referenced basic agreement pertains to proposed improvements to
Drake Field, Fayetteville's Municipal Airport. This Task Order entered into and executed
on the date indicated below the signature block, by and between the City of Fayetteville
and McClelland Consulting Engineers (MCE) sets forth the project description, project
schedule, and engineering fees related to the West Side GA Apron Improvements,
Drake Field.
SECTION I - PROJECT DESCRIPTION
The project is to consist of the West Side GA Apron (9400 SY) and sewer line
replacement. The services to be performed include: Surveying; Preliminary Design;
Preliminary Cost Estimates; Detailed Design; Construction Admin and Observation
services; Construction Materials Testing; and review fees for State or Federal Agencies.
SECTION II - PROJECT SCHEDULE
From the time the City of Fayetteville issues the Notice To Proceed (NTP), McClelland
Consulting Engineers, Inc. will endeavor to execute the project within the following time
periods:
J:\DRAKE FIELD \CONTRACTS12003-20061Task Order 6R.doc 1
• •
Task Completion After NTP
A. Surveying: 20 calendar days
B. Preliminary Design & Cost Estimates: 50 calendar days
C. Detailed Design, 90 calendar days
D. Advertise for bids: 100 calendar days
SECTION III - SCOPE OF SERVICES
McClelland Consulting Engineers, Inc. shall, generally, provide those services listed in
the basic agreement which are applicable to this specific Task Order. Specifically, the
project is likely to include:
A. Surveying for the West Side GA Apron.
B. Geotechnical Investigation
C. Performing preliminary engineering services for the West Side GA Apron;
formulating preliminary construction cost estimates, and meeting with the City
to discuss the project.
D. Performing the detailed design of the West Side GA Apron.
E Assist the City of Fayetteville advertising for competitive bids and
recommending the award of a construction contract.
F. Construction Administration, Observation and prepare "Record Drawings" for
the completion of construction based upon the Contractor's mark-ups.
G. Construction staking of a baseline.
H. Construction Materials Testing.
J:\DRAKE FIELD \CONTRACTS\2003-2006\Task Order 6R.doc 2
•
•
SECTION IV - FEES AND PAYMENTS
The following fees are to be paid to McClelland Consulting Engineers, Inc. as
compensation for his services:
A. Surveying:
B. Geotechnical Investigation
C. Preliminary Engineering; Cost
Estimates, and Application
D. Detailed Plans & Specs for:
E Bidding Service:
F. Construction Administration & Inspection:
Contr. Admin
Observation
Record Drawings
G. Construction Baseline Staking:
H. Construction materials testing:
I. Ark Health Dept Review Fee
a lump sum of $ 2.
a lump sum of $ 2,550.
a lump sum of $ 22,000.
a lump sum of $ 24,300.
a lump sum of
$ 3,000.
hourly rates, estimated to be
$ 5,000.
$32,200.
$ 1,950.
a lump sum of $ 650.00.
hourly rates & unit prices,
estimated to be $4,850.
Fee Amount NTE $500.00
Appendix B presents hourly rates for personnel anticipated to be assigned to this
project by McClelland Consulting Engineers, Inc.
Appendix A presents the basis of payments to the ENGINEER.
SECTON V - BASIC AGREEMENT IN EFFECT:
Except as amended specifically herein, the basic AGREEMENT FOR ENGINEERING
SERVICES shall remain in full force as originally approved and executed.
J:\DRAKE FIELD\CONTRACTS\2003-2006\Task Order 6R.doc 3
IN WITNESS WHEREOF, the parties hereto have caused this AGREEMENT to be duly
executed as of the date and year first herein written.
FOR THE CITY OF FAYETTEVILLE:
Attest: 6D('44-, /vat
FOR McCLELLAND CONSULTING ENGINEERS, INC.:
BY JLE Attest:
President
Date:
Vice President
J:\DRAKE FIELD\CONTRACTS\2003-2006\Task Order 6.doc 4
E FIELD\CONTRACTS12003-2006\lee sheetslTO 6Ar Fee wb3
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DETAIL DES.: ELECTRICAL PLAN 8 DETAILS
DETAIL DES.: DETAILS SHEETS
DETAIL DES.: ENTRANCE ACCESS PLAN
DETAIL DES.: DRAWING ORGANIZATION
DETAIL DES.: GRADING PIAN & DETAILS
DETAIL DES.: DRAINAGE PLAN & DETAILS
DETAIL DES.: SEWER PLAN/PROFILE
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UPDATE COST ESTIMATE
IN-HOUSE OA REVIEWS
MEETING WITH OWNER
SUBTOTAL, PRELIMINARY ENGINEERING
OUTLINE SPECIFICATIONS
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DES. DEVEL.: ENTRANCE ACCESS PLAN
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•
APPENDIX B
TASK ORDER NO.6
Hourly Rates for Personnel
Fayetteville Municipal Airport
CATEGORY
Project Director
Project Manager
Project Engineer
Design Engineer II
Design Engineer I
Registered Surveyor
Computer Technician
Senior Engineenng Technician/Observer
Engineering Technician/Observer
Junior Engineering Technician
Survey Crew (2 man)
Clerical Support
CADD Technician III
CADD Technician II
CADD Technician I
Soils Lab Supervisor
Soils Technician II
Soils Technician I
J:\DRAKE FIELD\CONTRACTS\2003-2006\Appendix B TO 6.doc
BILLABLE HOURLY
RATE RANGE
$115 to $130
$90 to $120
$75 to $90
$65 to $75
$50 to $65
$60 to $80
$45 to $60
$55 to $70
$40 to $55
$35 to $45
$85 to $110
$35 to $45
$55 to $65
$45 to $55
$35 to $45
$40 to $50
$35 to $45
$30 to $35
• •
APPENDIX C
CONSTRUCTION MATERIALS LABORATORY
FEE SCHEDULE
TASK ORDER NO. 6
GENERAL:
Laboratory Field Technician *
Laboratory Engineering Technician *
Engineering Technician
Senior Engineering Technician
Lab Supervisor
Mileage
Consultation:
Lab Supervisor
Field Engineer
Project Engineer
Project Manager
Principal Engineer
Lab Report Preparation (per report)
SOILS:
Soils Field Technician (1 -hour minimum)
In -Place Compaction Test -Nuclear Gauge ASTM D 2922
Sample Pickup, or Stand-by Time
Nuclear Density Gauge Fee: (per Density Test); [Minimum $15.00 per trip, per project]
Liquid Limit, Plastic Limit, Plasticity Index ( 3 point) ASTM D 4318
Sieve Analysis -Washed No. 200 (Wet) ASTM D 1140
Sieve Analysis -Dry ASTM D 422
Hydrometer Analysis ASTM D 422
Specific Gravity ASTM D 854
Soils Classification, Unified or AASHTO ASTM D 2487 or AASHTO M 145
Laboratory Maximum Compaction Test ASTM D 698 or AASHTO T 99
Laboratory Maximum Compaction Test ASTM D 1557 or AASHTO T 180
Potential Volume Change -Swell Pressure
California Bearing Ratio -CBR ASTM D 1883 (3 point) (Proctor curve additional)
Shrinkage ASTM D 427
Soil Bearing Capacity (Engineering Tech., 2 -hour minimum)
Non -ASTM Procedures Available On Request
CONCRETE:
Concrete Mix Design
Review Concrete Mix Design (Lab Supervisor)
Confirm Concrete Mix Design
Concrete Field Technician * (1 -hour minimum): [For any of the following 6 items]
• 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
• Cement Mortar or Group Sampling
• Stand-by Time
Unit Weight and Yield of Freshly Mixed Concrete ASTM C 138
Compressive Strength of Concrete Test Cylinders ASTM C 39 (pad cap)
Compressive Strength of Concrete Test Cylinders ASTM C 39 (sulfur capped)
Spare Cylinders Specimens Processed but not Tested
Schmidt Hammer Testing (Engineering Tech, 2 -hour minimum)
* ACI Grade I Concrete Field Testing Technician
JI:RAKE FIELGCONIRRCTS2003-2000APPENDI%C TU. DCC
$ 35.00 per hour
$ 40.00 per hour
50.00 per hour
68.00 per hour
50.00 per hour
0.36 per mile
50.00 per hour
75.00 per hour
85.00 per hour
115.00 per hour
130.00 per hour
40.00 per hour
35.00 per hour
5.00 each
50.00 each
35.00 per sieve
8.00 per sieve
90.00 each
50.00 each
110.00 each
120.00 each
135.00 each
100.00 each
150.00 each
50.00 each
50.00 per hour
Price on Request
50.00 per hour
Price on Request
35.00 per hour
50.00 each
15.00 each
25.00 each
15.00 each
50.00 per hour
Page 1 of 2
• •
APPENDIX C
CONSTRUCTION MATERIALS LABORATORY
FEE SCHEDULE
TASK ORDER NO. 6
CONCRETE (Continued):
Flexural Strength of Concrete Beams ASTM C 78 or C 293 30.00 each
Spare Beam Specimens Processed but not Tested 25.00 each
Compressive Strength of Grout Cubes 25.00 each
Compressive Strength of Cement Mortar Cubes 20.00 each
Concrete Coring (3" or 4"):
Core Machine & Lab Technician
Additional Lab Technician, as required
Compressive Strength of Concrete Cores (3" or 4")
Other Core Sizes
Aggregate Sieve Analysis:
Dry Sieve ASTM C 136 8.00 each
Wet Sieve ASTM C 117 35.00 each
Fineness Modules 25.00 each
Decantation 35.00 each
Deleterious Materials 60.00 each
Specific Gravity and Absorption of Aggregate ASTM C 127 & C 128 85.00 each
Dry Rodded Unit Weight of Aggregate ASTM C 29 60.00 each
Sodium or Magnesium Sulfate Soundness (5 cycles) ASTM C 88 300.00 each
Additional Cycles 50.00 each
ASPHALT:
Asphalt Mix Design (Marshall Design Method)
Review Asphalt Mix Design (Sr. Engr. Technician)
Asphalt Field Technician
In -Place Compaction Test -Nuclear Gauge (Lab Technician)
Sample Pickup
Marshall Test including Stability, Flow, Laboratory Density, Percent Air Voids,
Percent Voids in Mineral Aggregate (3 specimens per test)
Extraction including percent Bitumen and Aggregate Gradation
Laboratory Density of Cored Plugs including Depth Measurement
Asphalt Coring (3" or 4"):
Core Machine & Lab Technician
Additional Lab Technician, if required
Sample Pickup
65.00 per hour
35.00 per hour
30.00 each
Price on Request
FIREPROOFING:
Unit Weight, Bonding Strength, Thickness and Sampling
(actual time required for Lab Technicians)
Report Preparation (Lab Supervisor)
STRUCTURAL STEEL:
Bolt Torque Testing: Lab Technician(s)
Field Engineer
Pneumatic Torque Wrench Calibration (twice per day)
Visual Weld Inspection Field Engineer
Services not Listed are Available on Request
J WAKE Fraao1CONTRACTS2001200ONPPEN0IX C TOO MC jm
Price on Request
68.00 per hour
35.00 per hour
35.00 per hour
350.00 each
275.00 each
25.00 each
65.00 per hour
35.00 per hour
35.00 per hour
35.00 per hour/Tech.
50.00 per hour
35.00 per hour
75.00 per hour
50.00 each
85.00 per hour
Page 2 of 2
i
•
McCLELLAND
CONSUL TING
nrs,,rn TO ST" -Fi ENGINEERS, INC.
•
FO. Box 1229
Fayetteville, Arkansas 72702-1229
479-443-2377
FAX 479.443-9241
March 22, 2005
Mr. Ray Boudreaux
Airport Director
Airport Department
4500 S. School, Suite F
Fayetteville, AR 72701
Re: West Side GA Apron Complex
Fayetteville Municipal
Dear Mr. Boudreaux:
The revised estimated cost for this project is as outlined below:
Estimated Project Construction Cost
West Side GA Apron
Access Drive
Sewer Line
Subtotal
5% Contingency
Total Estimated Const. Cost
Engineering Fee
Design
Const. Admin
Const. Observation
Application & Review Fees
Topographic Survey
Geotechnical Investigation
Materials Testing
Total Engineering Fees
Total Estimated Project Cost
$750,460.00
42,000.00
140,365.00
$ 932,825.00
46.641.00
$ 979,466.00
$ 49,300.00
5,000.00
34,150.00
1,150.00
2,850.00
2,550.00
4,850.00
$ 99,850.00
$ 1,079,316.00
A copy of the apron layout is attached. If there are any questions regarding this cost estimate,
please contact us.
Sincerely,
LLAND CON
Wayne J nes,
Vice Presi ent
LTING ENGINEERS, INC.
Enclosure: Layout
J:IDRAKE FIELDICONTRACTS12003-20061aouareaw-0322.wpd
• •
TASK ORDER NO. 6
WEST SIDE GA APRON IMPROVEMENTS
STATE OF ARKANSAS
COUNTY OF WASHINGTON
This Task Order is written pursuant to the basic agreement entitled CITY OF
FAYETTEVILLE, AGREEMENT FOR ENGINEERING SERVICES, executed on April
30, 2003. The referenced basic agreement pertains to proposed improvements to
Drake Field, Fayetteville's Municipal Airport. This Task Order entered into and executed
on the date indicated below the signature block, by and between the City of Fayetteville
and McClelland Consulting Engineers (MCE) sets forth the project description, project
schedule, and engineering fees related to the West Side GA Apron Improvements,
Drake Field.
SECTION I - PROJECT DESCRIPTION
The project is to consist of the West Side GA Apron (9400 SY) and sewer line
replacement. The services to be performed include: Surveying; Preliminary Design;
Preliminary Cost Estimates; Detailed Design; Construction Admin and Observation
services; Construction Materials Testing; and review fees for State or Federal Agencies.
SECTION II - PROJECT SCHEDULE
From the time the City of Fayetteville issues the Notice To Proceed (NTP), McClelland
Consulting Engineers, Inc. will endeavor to execute the project within the following time
periods:
J:\DRAKE FIELD \CONTRACTS \2003-2006\Task Order 6R.doc 1
• •
Task Completion After NTP
A. Surveying: 20 calendar days
B. Preliminary Design & Cost Estimates: 50 calendar days
C. Detailed Design, 90 calendar days
D. Advertise for bids: 100 calendar days
SECTION III - SCOPE OF SERVICES
McClelland Consulting Engineers, Inc. shall, generally, provide those services listed in
the basic agreement which are applicable to this specific Task Order. Specifically, the
project is likely to include:
A. Surveying for the West Side GA Apron.
B. Geotechnical Investigation
C. Performing preliminary engineering services for the West Side GA Apron;
formulating preliminary construction cost estimates, and meeting with the City
to discuss the project.
D. Performing the detailed design of the West Side GA Apron.
E Assist the City of Fayetteville advertising for competitive bids and
recommending the award of a construction contract.
F. Construction Administration, Observation and prepare "Record Drawings" for
the completion of construction based upon the Contractor's mark-ups.
G. Construction staking of a baseline.
H. Construction Materials Testing.
J:IDRAKE FIELD \CONTRACTS\2003-20061Task Order 6R.doc 2
SECTION IV - FEES AND PAYMENTS
The following fees are to be paid to McClelland Consulting Engineers, Inc. as
compensation for his services:
A. Surveying: a lump sum of $ 2850.
B. Geotechnical Investigation a lump sum of $ 2,550.
C. Preliminary Engineering; Cost
Estimates, and Application a lump sum of $ 22,000.
D. Detailed Plans & Specs for: a lump sum of $ 24,300.
E Bidding Service: a lump sum of $ 3,000.
F. Construction Administration & Inspection:
Contr. Admin
Observation
Record Drawings
G. Construction Baseline Staking:
H. Construction materials testing:
I. Ark Health Dept Review Fee
hourly rates, estimated to be
$ 5,000.
$32,200.
$ 1,950.
a lump sum of $ 650.00.
hourly rates & unit prices,
estimated to be $4,850.
Fee Amount NTE $500.00
Appendix B presents hourly rates for personnel anticipated to be assigned to this
project by McClelland Consulting Engineers, Inc.
Appendix A presents the basis of payments to the ENGINEER.
SECTON V - BASIC AGREEMENT IN EFFECT:
Except as amended specifically herein, the basic AGREEMENT FOR ENGINEERING
SERVICES shall remain in full force as originally approved and executed.
J1DRAKE FIELD \CONTRACTS\2003-2006\Task Order 6R.doc 3
• •
IN WITNESS WHEREOF, the parties hereto have caused this AGREEMENT to be duly
executed as of the date and year first herein wntten.
FOR THE CITY OF FAYETTEVILLE:
By:
Mayor
Date: ArA5
Attest:QJ MLi t&
FOR McCLELLAND CONSULTING ENGINEERS, INC.:
By:C WLt,VI'v
Pres dent
Date:
Attest:
Vice President
J:\DRAKE FIELD\CONTRACTS\2003-20061Task Order 6.doc 4
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APPENDIX B
TASK ORDER NO.6
Hourly Rates for Personnel
Fayetteville Municipal Airport
CATEGORY
Project Director
Project Manager
Project Engineer
Design Engineer II
Design Engineer I
Registered Surveyor
Computer Technician
Senior Engineering Technician/Observer
Engineering Technician/Observer
Junior Engineering Technician
Survey Crew (2 man)
Clerical Support
CADD Technician III
CADD Technician II
CADD Technician!
Soils Lab Supervisor
Soils Technician 11
Soils Technician 1
J:\DRAKE FIELD\CONTRACTS\2003-2006\Appendix B TO 6.doc
BILLABLE HOURLY
RATE RANGE
$115 to $130
$90 to $120
$75 to $90
$65 to $75
$50 to $65
$60 to $80
$45 to $60
$55 to $70
$40 to $55
$35 to $45
$85 to $110
$35 to $45
$55 to $65
$45 to $55
$35 to $45
$40 to $50
$35 to $45
$30 to $35
APPENDIX C
CONSTRUCTION MATERIALS LABORATORY
FEE SCHEDULE
TASK ORDER NO. 6
GENERAL:
Laboratory Field Technician *
Laboratory Engineering Technician *
Engineering Technician *
Senior Engineering Technician
Lab Supervisor
Mileage
Consultation:
Lab Supervisor
Field Engineer
Project Engineer
Project Manager
Principal Engineer
Lab Report Preparation (per report)
SOILS:
Soils Field Technician (1 -hour minimum)
In -Place Compaction Test -Nuclear Gauge ASTM D 2922
Sample Pickup, or Stand-by Time
Nuclear Density Gauge Fee: (per Density Test); [Minimum $15.00 per trip, per project]
Liquid Limit, Plastic Limit, Plasticity Index (3 point) ASTM D 4318
Sieve Analysis -Washed No. 200 (Wet) ASTM D 1140
Sieve Analysis -Dry ASTM D 422
Hydrometer Analysis ASTM D 422
Specific Gravity ASTM D 854
Soils Classification, Unified or AASHTO ASTM D 2487 or AASHTO M 145
Laboratory Maximum Compaction Test ASTM D 698 or AASHTO T 99
Laboratory Maximum Compaction Test ASTM D 1557 or AASHTO T 180
Potential Volume Change -Swell Pressure
Califomia Bearing Ratio -CBR ASTM D 1883 (3 point) (Proctor curve additional)
Shrinkage ASTM D 427
Soil Bearing Capacity (Engineering Tech., 2 -hour minimum)
Non -ASTM Procedures Available On Request
CONCRETE:
Concrete Mix Design
Review Concrete Mix Design (Lab Supervisor)
Confirm Concrete Mix Design
Concrete Field Technician * (1 -hour minimum): [For any of the following 6 items]
• Concrete Cylinder or Beam Molding ASTM C 31
• Concrete Cylinder or Beam Pickup
• Concrete Slump Test ASTM C 143
• Concrete Air Content Test ASTM C 231 or C 173
• Cement Mortar or Group Sampling
• Stand-by Time
Unit Weight and Yield of Freshly Mixed Concrete ASTM C 138
Compressive Strength of Concrete Test Cylinders ASTM C 39 (pad cap)
Compressive Strength of Concrete Test Cylinders ASTM C 39 (sulfur capped)
Spare Cylinders Specimens Processed but not Tested
Schmidt Hammer Testing (Engineering Tech, 2 -hour minimum)
* ACI Grade I Concrete Field Testing Technician
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$ 35.00 per hour
$ 40.00 per hour
50.00 per hour
68.00 per hour
50.00 per hour
0.36 per mile
50.00 per hour
75.00 per hour
85.00 per hour
115.00 per hour
130.00 per hour
40.00 per hour
35.00 per hour
5.00 each
50.00 each
35.00 per sieve
8.00 per sieve
90.00 each
50.00 each
110.00 each
120.00 each
135.00 each
100.00 each
150.00 each
50.00 each
50.00 per hour
Price on Request
50.00 per hour
Price on Request
35.00 per hour
50.00 each
15.00 each
25.00 each
15.00 each
50.00 per hour
Page 1 of 2
APPENDIX C
CONSTRUCTION MATERIALS LABORATORY
FEE SCHEDULE
TASK ORDER NO. 6
CONCRETE (Continued):
Flexural Strength of Concrete Beams ASTM C 78 or C 293
Spare Beam Specimens Processed but not Tested
Compressive Strength of Grout Cubes
Compressive Strength of Cement Mortar Cubes
Concrete Coring (3" or 4"):
Core Machine & Lab Technician
Additional Lab Technician, as required
Compressive Strength of Concrete Cores (3" or 4")
Other Core Sizes
Aggregate Sieve Analysis:
Dry Sieve ASTM C 136
Wet Sieve ASTM C 117
Fineness Modules
Decantation
Deleterious Materials
Specific Gravity and Absorption of Aggregate ASTM C 127 & C 128
Dry Rodded Unit Weight of Aggregate ASTM C 29
Sodium or Magnesium Sulfate Soundness (5 cycles) ASTM C 88
Additional Cycles
ASPHALT:
Asphalt Mix Design (Marshall Design Method)
Review Asphalt Mix Design (Sr. Engr. Technician)
Asphalt Field Technician
In -Place Compaction Test -Nuclear Gauge (Lab Technician)
Sample Pickup
Marshall Test including Stability, Flow, Laboratory Density, Percent Air Voids,
Percent Voids in Mineral Aggregate (3 specimens per test)
Extraction including percent Bitumen and Aggregate Gradation
Laboratory Density of Cored Plugs including Depth Measurement
Asphalt Coring (3" or 4"):
Core Machine & Lab Technician
Additional Lab Technician, if required
Sample Pickup
FIREPROOFING:
Unit Weight, Bonding Strength, Thickness and Sampling
(actual time required for Lab Technicians)
Report Preparation (Lab Supervisor)
STRUCTURAL STEEL:
Bolt Torque Testing: Lab Technician(s)
Field Engineer
Pneumatic Torque Wrench Calibration (twice per day)
Visual Weld Inspection Field Engineer
Services not Listed are Available on Request
J DRAKE FIELMCOMMCTSVOOYioCMPPENox C TOO.D'JCjm
30.00 each
25.00 each
25.00 each
20.00 each
65.00 per hour
35.00 per hour
30.00 each
Price on Request
8.00 each
35.00 each
25.00 each
35.00 each
60.00 each
85.00 each
60.00 each
300.00 each
50.00 each
Price on Request
68.00 per hour
35.00 per hour
35.00 per hour
350.00 each
275.00 each
25.00 each
65.00 per hour
35.00 per hour
35.00 per hour
35.00 per hour/Tech.
50.00 per hour
35.00 per hour
75.00 per hour
50.00 each
85.00 per hour
Page 2 of 2
j
•
McCLELLAND
CONSUL TING
DESIGNED To SERVE j ENGINEERS, INC.
•
PO. Hoa 1229
Fayetteville, Arkansas 72702-1229
479-443-2377
FAX 479.443-9241
March 22, 2005
Mr. Ray Boudreaux
Airport Director
Airport Department
4500 S. School, Suite F
Fayetteville, AR 72701
Re: West Side GA Apron Complex
Fayetteville Municipal
Dear Mr Boudreaux:
The revised estimated cost for this project is as outlined below:
Estimated Project Construction Cost
West Side GA Apron
Access Drive
Sewer Line
Subtotal
5% Contingency
Total Estimated Const. Cost
Engineering Fee
Design
Const. Admin
Const. Observation
Application & Review Fees
Topographic Survey
Geotechnical Investigation
Materials Testing
Total Engineering Fees
Total Estimated Protect Cost
$750,460.00
42, 000.00
140, 365.00
$ 932,825.00
46.641.00
$ 979,466.00
$ 49,300.00
5,000.00
34,150.00
1,150.00
2,850.00
2,550.00
4,850.00
$ 99,850.00
$ 1,079,316.00
A copy of the apron layout is attached. If there are any questions regarding this cost estimate,
please contact us.
Sincerely,
LLAND CON»9LTING ENGINEERS, INC.
/7/
Wayne J
Vice Presient
Enclosure: Layout
\DRAKE FEL D\CONTRACTS@003-2006\boudreaux-0322.wpd
City of Fayetteville, Arkansas
Budget Adjustment Form
Budget Year
2005
Department: General Government
Division: Aviation & Economic Development
Program: Airport Capital Expenditures
Date Requested
4/5/2005
Adjustment Number
Project or Item Added/Increased:
$1,079,316.00 is requested in the AIP Capital Projects
account.
Project or Item Deleted/Reduced:
None. To recognize 1,025,350.00 in grant revenue from
DOT/FAA.
To recognize 53,966.00 in grant revenue from AR Dept of
Aeronautics
Justification of this Increase:
The funding is requested to provide to design/construct
the West -side General Aviation Apron project
Justification of this Decrease:
100% of the project cost is provided by grants from
outside entities.
Account Name
Increase Expense Budget (Decrease Revenue Budget)
Account Number Amount
Project Number
West Gen Aviation Apron 5550 3960 7820 34 1,079,316 05034 1
Account Name
Decrease Expense Budget (Increase Revenue Budget)
Account Number Amount
Project Number
West Gen Aviation Apron 5550 0955 6820 34 1,025,350 05034 1
State grants on Fed pro;
5550 0955 6803 00 53,966 05034 1
Approval Signatures
Requested
y
anag
Depa
rector
Finance & Internal Services Direc
or
Mayor
Date
Date
3/3�)�
Date
Date
V74,
Date
Budget Office Use Only
Type: A B C D E
Date of Approval
Posted to General Ledger
Posted to Project Accounting
Entered in Category Log
Initial Date
Initial Date
Initial Date
Initial Date