HomeMy WebLinkAbout26-00 RESOLUTION•
RESOLUTION NO. 26-00 Mi ICR OMTLMED
A RESOLUTION APPROVING TASK ORDER NO. 1 TO THE
AGREEMENT WITH McCLELLAND CONSULTING
ENGINEERS, INC. IN AN AMOUNT NOT TO EXCEED $71,283
WHICH WII L COVER THE SCOPE OF THE DESIGN AND
OVERSEE THE CONSTRUCTION OF THE ACCESS DRIVE ON
THE EAST SIDE OF THE AIRPORT.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE,
ARKANSAS:
Section 1. That the City Council hereby approves Task Order No. 1 to the agreement
with McClelland Consulting Engineers, Inc. in an amount not to exceed $71,283 which will cover
the scope of the design and oversee the construction of the access drive on the east side of the airport.
A copy of the task order is attached hereto marked Exhibit "A" and made a part hereof.
PASSED AND APPROVED this 7th day of March , 2000.
ATTEST
By:pa, G(
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Heather Woodruff, City Cl
APPROVED.
By:
red Hanna, Mayor
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Contents of File
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• EXHIBIT A .
Thule OR
TASK ORDER NO. 1
EXTENSION OF LANCASTER DRIVE
STATE OF ARKANSAS
COUNTY OF WASHINGTON
This Task Order is written pursuant to the basic agreement entitled CITY OF
FAYETTEVILLE, AGREEMENT FOR ENGINEERING SERVICES, of the same date
entered hereon. The referenced basic agreement pertains to proposed improvements
to Drake Field, Fayetteville's Municipal Airport. This Task Order entered into and
executed this
day of 2000, by and between the City of Fayetteville
(OWNER) and McClelland Consulting Engineers (ENGINEER) sets forth project
description, project schedule, and engineering fees related to the extension of
Lancaster Drive, Drake Field.
SECTION 1 - PROJECT DESCRIPTION
Lancaster Drive is to be extended approximately 2,600 feet in the eastern and southern
directions to permit ground vehicle access to the east -side general aviation facilities.
As such, this project is intended to function solely as a roadway to be used by airport/
aviation patrons and is not to be considered a "general -use city street". Therefore, it is
not required to strictly conform to City Street Standards in every detail. However, its
design is to follow, generally, the same sound engineering principles upon which the
City's Street Standards have been based.
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A. The project is to include:
1. Approximately 2,600 linear feet of 2 -lane asphalt roadway, 26 feet wide.
2. Fence relocations as required.
3. Roadway lighting similar to that on the existing paved portions of Lancaster
Drive; however, light poles shall be spaced farther apart.
4. Pond drainage and fill-in.
5. Connecting entrance drive to the east -side general aviation ramp.
6. Storm drainage improvements as required to accommodate the described
roadway improvements.
7. Paint stuping for the roadway.
8. Topsoiling/reseeding areas disturbed during construction
B. Specifically excluded from the project scope:
1. Curb and gutter (side ditches will accommodate storm drainage parallel to
the roadway).
2. Storm Water Pollution Prevention Plan (less than a 5 -acre area is to be
disturbed).
3. Large Scale Development Plan (no building construction is proposed at this
time).
4. Sidewalk.
5. Formal wetlands determination.
6. Easement preparation (all work is anticipated to take place on Drake Field
property).
J9.991991861m#1-2-15-0OREV.wpO:lm
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SECTION II — PROJECT SCHEDULE
From the time the OWNER issues the Notice To Proceed to the ENGINEER, the project
will be completed as follows:
TASK
Surveying
Preliminary Design (35%)
Geotechnical Study
Design Development (65%)
Final Design (95%)
Submittal to FAA/City (100%)
TIME AFTER N.T.P.
7 calendar days
16 calendar days
28 calendar days
45 calendar days
65 calendar days
75 calendar days
SECTION III — SCOPE OF SERVICES
The ENGINEER shall provide those services listed in the basic agreement which are
applicable to this specific Task Order.
SECTION IV — FEES AND PAYMENTS
A. Title I Services (Engineering Planning and Design Services Preceding
Construction). The ENGINEER shall provide, as hereafter enumerated
individually, surveying and design, geotechnical investigation, bidding, and
application for funding services for a total not -to -exceed fee of $40,329,
including a total fixed payment of $4,815.
1. Surveying and 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
J:199199184VdH-2-15-00REV.wpd:jm
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work -time directly connected with work chargeable to the project, plus payroll
additives and general overhead costs of 178% of direct labor costs, plus
direct reimbursable expenses associated with the project, plus a fixed
payment which are payable as follows:
•
a) Surveying and Design phase services costs not to exceed: $32,075
b) Fixed payment for Surveying and Design phase services: $ 4,599
c) Engineering contract amount for Surveying and
Design phase services not to exceed: $36,674
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 the Surveying and Design phase services shall be made upon
the OWNER's approval and acceptance with the satisfactory completion of the
Surveying and Design phase services.
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2. Geotechnical Investigation Phase Services: .
For Geotechnical Investigation phase 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 $2,112. The basis of this upper limit
and justification for the fee is contained in Appendices "A" and "D", attached
hereto.
3. 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 178% of direct
labor costs (plus direct reimbursable expenses associated with the project), plus
a fixed payment, which are as follows:
a) Bidding phase services costs not to exceed:
b) Fixed payment for Bidding phase services:
c) Engineering contract amount for Bidding
phase services not to exceed:
$ 917
$ 130
$1,047
The basis of this upper limit and justification for the fee is contained in Appendix
"A" attached hereto. The fee has been based upon bidding the project one time
under a single contract section. 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 the services to be performed by the ENGINEER
and such modification warrants such adjustment.
JAII9991841rop1-2-1800REV.wpd:jm
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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 Bidding phase services shall be made upon the OWNER's
approval and acceptance with the satisfactory completion of the Bidding phase
of the project.
4. Funding Application Phase Services:
For Funding Application phase 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 178% of direct labor costs
(plus direct reimbursable expenses associated with the project), plus a fixed
payment which are as follows:
a. Funding Application phase services costs not to exceed:
b. Fixed payment for Funding Application phase services:
c. Engineering Contract amount for Funding Application
phase services not to exceed:
$433
$ 63
$496
The basis of this upper limit and justification for the fee is contained in Appendix
"A" attached hereto. The proposed fee includes the filing of funding applications
with both the F.A.A. and the State Aeronautics Board. 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 and such modification warrants such adjustment.
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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 Funding Application phase services shall be made upon the
OWNER's approval and acceptance of the Funding Application phase
documents.
B. Title II Services (Construction Phase Services):
The ENGINEER shall provide, as hereafter enumerated individually,
construction phase services for a total not -to -exceed cost of $30,954, including a
total fixed payment of $3,634.
1. Construction Administration and Inspection Phase Services:
For Construction Administration and Inspection 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 178% of direct labor costs (plus direct
reimbursable expenses associated with the project), plus a fixed payment
which are as follows:
a) Construction Administration and Inspection
phase services costs not to exceed: $23,674
b) Fixed payment for Construction Administration
and Inspection phase services: $ 3,456
J:19919916412o#1.2.15-0OREV.wpd:jm
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c) Engineering contract amount for Construction
Administration and Inspection phase services
not to exceed:
$27,130
The basis of this upper limit and justification for the fee is contained in
Appendix "A" attached hereto (the Construction Inspection portion of the fee
has been based upon providing an average of 8 hrs/day of resident
inspection during an assumed construction period of 90 calendar days).
Adjustment of the upper limit of the ENGINEER's fee may be made should
the ENGINEER establish and the OWNER agree that there has been or is to
be a significant change in effort, scope, complexity or character of the
services to be performed 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 Construction Administration and Inspection phase services
shall be made upon the OWNER's approval and acceptance with the
satisfactory completion of the Construction phase of the project.
2 Construction Staking Services:
For Construction Staking services, the ENGINEER shall establish roadway
centerline rough grade staking with offset staking on one side 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
J:129199164\NA1-2-1 SODREV.wpd:lm
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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 178% of direct
labor costs, plus direct reimbursable expenses, plus a fixed payment payable
as follows:
a) Construction Staking costs not to exceed: $1,042
b) Fixed payment for Construction Staking: $154
c) Engineering contract amount for Construction
Staking services not to exceed: $1,196
The basis of this upper limit and justification for the fee is contained in
Appendix "A" attached. Adjustment of the upper limit of the ENGINEER's fee
may be made should the ENGINEER establish and the OWNER agree that
there has been or is to be a significant change in effort, scope, complexity or
character of the services to be performed 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.
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Final payment for Construction Staking service shall be made upon the
OWNER's approval and acceptance of the satisfactory completion of the
Construction Staking phase of the project.
3. Construction Materials Testing Phase Services:
For the Construction Materials Testing phase services associated with
construction of the project, the OWNER shall pay the ENGINEER on the basis of
hourly rates and unit prices set forth in Appendix "E" a fee not to exceed $2,628.
The basis of this upper limit and justification for the fee is contained in
Appendices "A" and "F", attached hereto.
SECTION 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.
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:
By:
Date:
Mayor
/ate
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FOR McCLELLAND CONSULTING ENGINEERS, INC.:
1
Date:
President
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DIRECT LABOR COST 511,029
OVERHEAD a 1.78 $19,632
DIRECT EXPENSES $1,414
FIXED PAYMENT $4,699
NOT -TO -EXCEED $36,674
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23 DES. DEVEL.: LIGHTING 1 1
24 EROSION CONTROL FACTORS 1 2 4
25 OUTLINE SPECIFICATIONS 2 2
28 UPDATE COST ESTIMATE 1 6 4
27 IN-HOUSE REVIEWS 2 8 2
28 REVIEW MEETING WITH OWNER 2 2 1
29 DET. DES.: PAVEMENT SECTION 8 1 1
30 DET. DES.: PLAN & PROFILES 4 0.5
31 DET. DES.: CROSS-SECTIONS 8
32 DET. DES.: DETAILS 8
33 DET. DES.: DRAINAGE STRUCTURE 8
34 DET. DES.: FENCES 4
35 DET. DES.: EROSION CONTROL 4
38 DET. DES.: LIGHTING 1
37 SPECIFICATIONS 24 40
38 DRAWINGS 12 12 50 50
39 IN-HOUSE REVIEWS 8 6 2 1
40 DETAILED COST ESTIMATE 1 4 2
41 REVIEW MEETING WITH OWNER 2 2 1
42 REVISIONS TO PLANS & SPECS 1 6 2 4 8 2
43 RE-EVALUATE COSTS 025 2 0.5
44 SUBMITTALS TO F.AA. 1 0.5 0.5
45 FINAL REVISIONS TO P B S 0.5 2 0.5 1 1 0.5
Subtotals 30.75 230 27 25 102 97 20 24 63
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TASK DESCRIPTION
IGN
1 ISCOPING MEETING
2CONTRACT NEGOTIATIONS
3 (PREPARE CONTRACT FORM
4SCHEDULING & BUDGETING
5 IDENTIFY PROJ. COMPONENTS
e DEVELOP DESIGN CRITERIA
7 TRAFFIC PROJECTION
B ICOORD. WITH UTILITY MARKERS
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10 PRELIMINARY ROUTING
11 PRELIMINARY PROFILING 1
13 R.O.W. IMPLICATIONS
14 PRELIMINARY COST ESTIMATE
15 REVIEW MEETING WITH OWNER
16 IDES. DEVEL.: COVER
17 IDES. DEVEL.: TYPICAL SECTION
18 IDES. DEVEL.: PLAN & PROFILES
19 IDES. DEVEL.: CROSS-SECTIONS
20 IDES. DEVEL.: DETAIL SHEETS
21DES. DEVEL.: DRAINAGE DESIGN
22 IDES. DEVEL.: FENCE RELOCATES
12 PRELIMINARY DRAINAGE STU
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DIRECT LABOR COST 155
OVERHEAD Ft 1.78 $99
DIRECT EXPENSES $1,935
FIXED PAYMENT $23
NOT -TO -EXCEED $2,112
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CONSTR. ADMINISTRATION
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• •
APPENDIX "B"
CITY OF FAYETTEVILLE
DRAKE FIELD, TASK ORDER NO. 1
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. 12.50 20.00
CADD Operator 1 15.00 20.00
CADD Operator 2 10.00 15.00
CADD Operator 3 6.50 10.00
Inspector 12.00 19.50
FY96166:SALSKDjm '
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APPENDIX C
GEOTECHNICAL INVESTIGATION FEE SCHEDULE
CATEGORY
HOURLY
RATE
Mobilization of $1.40/mile ( each way )" ( from Fayetteville, Ark
Soil Drilling including Sampling
Rock Drilling (Rotary Bit)'
Rock Coring (Diamond Bit) •••
Boring Setup Charge
Standby Time (Rig and Crew On -Site), if required
Layout of Boring
Crew Travel Time
Per Diem (per night)
Atterberg Limits
Moisture Content
Unit Weight Test (Soil Sample)
Unconfined Compression Test
Gradation Tests Dry Sieve
Wet Sieve
Califomia Bearing Ratio (CBR) with Std Proctor
with Mod 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
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 )
S 75.00 minimum
10.00 per foot
12.00 per foot
30.00 per foot
25.00 per each
80.00 per hour
60.00 per hour
60.00 per hour
60.00 per man
45.00 each
8.00 each
8.00 each
40.00 each
6.00 each
25.00 each
250.00 each
275.00 each
125.00 each
200.00 each
50.00 each
120.00 each
150.00 each
50.00 each
40.00 per hour
55.00 per hour
31.00 per hour
55.00 per hour
65.00 per hour
95.00 per hour
100.00 per hour
55.00 per hour
40.00 per hour
30.00 per hour
50.00 per hour
0 .32 per mile
50.00 per hour
65.00 per hour
Rock Bits 275.00 each
Diamond Bits 460.00 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 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.
1‘Servenserven991991 W\GEOTECMRATE S.wpa:jm
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APPENDIX "D"
GEOTECHNICAL INVESTIGATION SCOPE AND FEE SCHEDULE
DRAKE FIELD, TASK ORDER NO. 1, LANCASTER DRIVE
FAYETTEVILLE, ARKANSAS
ITEM
NO.
ITEM
DESCRIPTION
QUANTITY
UNITS
UNIT
PRICE
EXTENDED
1
MOBILIZATION
1
LS
575.00
575.00
2
BACKHOE
RENTAL
(CBR SAMPLING)
4
HR
550.00
5200.00
3
SOILS
TECHNICIAN
4
HR
$30.00
S120.00
4
BORING
SETUP
CHARGES
4
EA
525.00
$100.00
5
BORING
LAYOUT
1
HR
$60.00
$60.00
6
SOIL
DRILLING
AND SAMPLING
16
LF
510.00
$160.00
7
MOISTURE
TESTS
4
EA
$8.00
$32.00
8
ATTERBERG
LIMITS
TESTS
4
EA
$45.00
5180.00
9
GRADATIONS
(5 SIEVE)
4
EA
$30.00
5120.00
10
DRY
UNIT
WEIGHT
TESTS
4
EA
$8.00
$32.00
11
CALIFORNIA
BEARING
RATIO TESTS
2
EA
5275.00
$550.00
12
GEOTECHNICAL
REPORT,
ENGINEER
2
HR
595.00
5190.00
13
BORING
PLOT
PLAN
&
LOG,
CADD
OPER.
2
HR
540.00
$80.00
14
REPORT,
CLERICAL
1
HR
531.00
$31.00
TOTAL
$1,930.00
• •
APPENDIX E
CONSTRUCTION MATERIALS LABORATORY
FEE SCHEDULE
GENERAL.
Laboratory Feld Technician
AHTD-Qualified Technician'
Engineering Technician
Senior Engineering Technician
Lab Supervisor
Consultation:
Lab Supervisor
Field Engineer
Project Engineer
Project Manager
Principal Engineer
Lab Report Preparation
SOILS:
AHTD-Qualified Feld Technician
Soils Feld Technician (1 -hour minimum)
In -Place Compaction Test -Nuclear Gauge ASTM D 2922
Sample Pickup
Liquid Limit, Plastic Limit, Plasticity Index (3 point) ASTM D 4318
Sieve Analysis -Washed No 200 (Wet) ASTM D 1140
Sieve Analysis -Dry ASTM D 422
Hydrometer Analysis ASTM D 422
Spec Gravity ASTM D 854
Soils Classification, Unified or AASHTO ASTM D 2487 or AASHTO M 145
Laboratory Maximum Compaction Test ASTM D 698 or AASHTO T 99
Laboratory Maximum Compaction Test ASTM D 1557 or AASHTO T 180
Potential Volume Change -Swell Pressure
California Bearing Ratio -CBR ASTM D 1883 (3 point) (Proctor curve additional)
Shrinkage ASTM D 427
Soil Bearing Capacity (Engineering Tech., 2 -hour minimum)
Non -ASTM Procedures Available On Request
CONCRETE:
Concrete Mix Design
Review Concrete Mix Design (Lab Supervisor)
Confirm Concrete Mix Design
Concrete Field Technician' (1 -hour minimum): [For any of the following 6 items]
• Unit Weight and Yield of Freshly Mixed Concrete ASTM C 138
• Concrete Cylinder or Beam Molding ASTM C 31
• Concrete Cylinder or Beam Pickup
• Concrete Slump Test ASTM C 143
• Concrete Air Content Test ASTM C 231 or C 173
• Cement Mortar or Group Sampling
AHTD-Qualified Concrete Technician: (For any of the foregoing 6 items:]
Compressive Strength of Concrete Test Cylinders ASTM C 39 (pad cap)
Compressive Strength of Concrete Test Cylinders ASTM C 39 (sulfur capped)
Spare Cylinders Specimens Processed but not Tested
Schmidt Hammer Testing (Engineering Tech, 2 -hour minimum)
ACI Grade I Concrete Field Testing Technician
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$ 30.00 per hour
36.00 per hour
40.00 per hour
55.00 per hour
45.00 per hour
45.00 per hour
50.00 per hour
72.00 per hour
95.00 per hour
100.00 per hour
30.00 per hour
36.00 per hour
30.00 per hour
45.00 each
35.00 per sieve
7.00 per sieve
65.00 each
40.00 each
100.00 each
120.00 each
135.00 each
100.00 each
150.00 each
50.00 each
40.00 per hour
Price on Request
45.00 per hour
Price on Request
30.00 per hour
36.00 per hour
8.00 each
12.00 each
8.00 each
40.00 per hour
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APPENDIX E
CONSTRUCTION MATERIALS LABORATORY
FEE SCHEDULE
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
Review Asphalt Mix Design (Lab Supervisor)
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
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Services not Listed are Available on Request
20.00 each
20.00 each
15.00 each
10.00 each
60.00 per hour
30.00 per hour
30.00 each
Price on Request
7.00 each
35.00 each
15.00 each
20.00 each
45.00 each
75.00 each
50.00 each
250.00 each
40.00 each
Price on Request
45.00 per hour
30.00 per hour
30.00 per hour
175.00 each
125.00 each
20.00 each
60.00 per hour
30 00 per hour
30.00 per hour/Tech.
45.00 per hour
30.00 per hour
50.00 per hour
50 00 each
50.00 per hour
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