Item C25BOARD OF COUNTY COMMISSIONERS
AGENDA ITEM SUMMARY
Meeting Date: October 17, 2012 Division: County Administrator
Bulk Item: Yes
Department: Airports
Staff Contact Person/Phone #: Peter Horton, 809-5200
AGENDA ITEM WORDING: Approval of Jacobs Project Management Co.'s Task Order 412-14-11 for
the Commercial Apron Pavement Rehabilitation Conceptual Phase Design, at the Key West International
Airport
ITEM BACKGROUND: This project is included in our FAA grant funding for 2012.
PREVIOUS RELEVANT BOCC ACTION: FAA grant #3-12-037-046-2012 is included on this meeting's
agenda for ratification.
CONTRACT/AGREEMENT CHANGES: NA
STAFF RECOMMENDATION: Approval.
TOTAL COST: 1 INDIRECTBUDGETED: -
loll Dial 510,104e, 1 i ,R
4 e m
SOURCE OF FUNDS: FAA, Airport Operating
VENUE PRODUCING: NA AMOUNT PER YEAR: NA
APPROVED BY: County Attorney L OMB/Purchasing Risk Management
DOCUMENTATION: Included X Not Required
DISPOSITION: AGENDA ITEM #
MONROE COUNTY BOARD OF COUNTY COMMISSIONERS
CONTRACT SUMMARY
Contract #
Contract with: Jacobs Project Management Co.
Effective Date: Execution
Expiration Date: 180 days
Contract Purpose/Description: Task Order #12-14-11 for the Commercial Apron Pavement
Rehabilitation Conceptual Phase Design, at the Key West International Airport
Contract Manager: Peter Horton # 5200 Airports - Stop # 5
(name) (Ext.) (Department/ Stop)
for BOCC meeting on: October 17, 2012 Agenda Deadline: October 2, 2012
Total Dollar Value of Contract: $98,730
Budgeted? Yes
Grant: Yes - FAA
County Match: Operating
Estimated Ongoing Costs: n/a
(not included in dollar value above)
CONTRACT COSTS
Current Year Portion: 0
Account Codes: pending set up for grant #037-046
ADDITIONAL COSTS
For:
(eq. maintenance, utilities, janitorial, sal
CONTRACT REVIEW
Changes
Date In
Needed
Reviewer Date Out
Yes No
Airports Director
f 1 / 12
r��
Risk Management
P rH n
O.M.B./Purchasing
/(3 / t / Iok.
( ) (!�
or Risk Managem
t- (D / / /
County Attorney
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Comments:
245 Riverside Avenue
Suite 300
Jacksonville, Florida 32202
1,904,636.5432 Fax 1,904,636.5433
Peter Horton September 11, 2012
Airport Director
Monroe County Airports
Key West International Airport
3491 South Roosevelt Blvd.
Key West, FL 33040
Re: PSO # 11 Commercial Apron Pavement Rehabilitation Conceptual Phase
Dear Peter,
Attached please find three (3) original signed copies of PSO # 11 Commercial Apron Pavement
Rehabilitation Conceptual Phase. These are being submitted for your review and approval. We understand
that this PSO will have to be submitted for Monroe County Board of County Commissioner's approval.
Please return the executed PSO as soon as possible so that we can commence work on this project.
We do not have a list of your Client Project Numbers for the blank in the upper left hand side of the Task
Order From. Therefore if you could please add the appropriate Client Project Number in the appropriate
blank on the Task Order Form we would greatly appreciate it.
Thanks for your consideration.
Sincerely,
Eric S. Nielsen, P.E.
Project Manager
att
cc: Jack Renton/Jacobs
--
Jacob Engineering rou Inc.
Effective Date
Client Project No.
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDER FORM
Task Order No. 12/14-11
Engineer Project No. E9X16711
This Task Order is entered into on the effective date noted above pursuant to the "Master Agreement for
Professional Services" between Monroe County, Florida ("Client") and JACOBS PROJECT
MANAGEMENT CO. ("Consultant"), dated November 16, 2011 ("Agreement"). The Agreement is
incorporated herein and forms an integral part of this Task Order.
Services Authorized: Commercial Apron Pavement Rehabilitation Conceptual Design
Client authorizes Consultant to perform the Design Services described in Exhibit A attached hereto and
incorporated herein, which Exhibit A is marked with the above noted Task Order No. and consists of
20 page(s).
Pricing
N/A Time and Expense per Agreement and Appendix B to the Agreement.
X Firm Fixed Price of $ 98,730.00
N/A Other (Describe):
Schedule
Services may commence on __ Receipt of fully executed task order
Services will cease by .__ 1_80 days_ from receipt of fully executed task order
Other
(SEAL) BOARD OF COUNTY COMMISSIONERS
ATTEST: DANNY L. KOLHAGE, CLERK OF MONROE COUNTY, FLORIDA
Witness A
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File: AISTR APS Monroe County
am
Mayor/Chairman
CONSULTANT:
JACOBS PROJECT MANAGEMENT CO
By _ • 5 �_
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Page 1 of
2
IT, nm,=•.min
Jacobs will provide planning and design services for the conceptual design of a pavement
rehabilitation project for the commercial aviation ramp at Key West International Airport
(EYW). The data gathering, planning, design and associated services will provide the
following:
Coordinate with survey and geotechnical subconsultants.
Perform a professional topographic survey of the commercial aviation apron area
from the south side of Taxiway A, to the east edge of the apron to the west edge
of the commercial apron as shown on Attachment A. The survey will consist of
the following:
o A 25 foot by 25 foot grid for the area to be surveyed.
o Survey shots taken on pavement will have an accuracy of 0.01' and those
on turf will be 0. 1'.
o Grade breaks within the grid will be surveyed.
o All major site features (i.e. structures, manholes, drainage structures,
swales/ditches ponds concrete duct markers, lights, foundations, etc.) will
be located. Ground elevation and top of feature elevation will be surveyed.
o Location and elevation of geotechnical bore locations.
o Survey information will be provided in Autodesk Land Desktop 2004
format. Survey information will be separated into multiple layers (i.e.
drainage, pavement marking, building, major site features, contours
elevations, point markers, descriptions, etc).
Research record drawings for typical pavement sections, underground utilities and
other points.
Perform one (1) site walk through survey to locate and note any special site
conditions that would affect construction techniques or materials. Also to field
verify that all existing features in the field were picked up during the actual
survey.
Perform a geotechnical investigation to provide data for the taxiway pavement
and building foundation design in general accordance with FAA AC 150/5320-
6D. The geotechnical investigation includes:
o Six (6) SPT borings to a depth of 10'.
o Six (6) asphalt cores, cut/patch.
o Perform four (4) LBRJCBR's.
o Provide soil classification, moisture content, grain size analysis and
organic content test results on all samples obtained.
Services for Article A will be provided under a lump sum basis.
Based on the following items, several pavement section designs will be developed:
• Geotechnical Investigation Results.
• Airport Operations Records and Data.
• Airport Operations Growth expected over the next 20 years.
• FAA Pavement Design and Evaluation Standard (AC 150/5320-6E).
• Airline Fleet Mix Analysis.
• Impacts of Construction.
• Local material costs.
Following selection of several pavement design sections these alternatives will be
evaluated to determine a ranking of pavement sections for use at the Key West
International Airport Commercial Apron. These pavement sections and accompanying
evaluation will be presented at a meeting with the Airport to determine the recommended
Pavement Section Alternative.
Services for Article B will be provided under a lump sum basis.
Based on the information collected under Article A and the evaluation done under Article
B, the 30%, documents design will be developed for all elements identified in this scope
of work.
• Provide Plans and Specifications for project that would rehabilitate the existing
pavement on the commercial aviation apron from a flexible pavement to a rigid
pavement section.
• Develop a preliminary technical specification Table of Contents using the FAA's
standard specifications for construction (i.e. P- 152 Excavation and Embankment,
P-501 Portland Cement Concrete Pavement, etc.).
• Prepare for and attend one (1) meeting at the Airport to discuss project progress
and review the design submittals.
• Prepare for and attend one (1) meeting at the Airport to discuss construction
phasing with Airport Staff and Tenants.
• Prepare and submit the pavement design in accordance with FAA Advisory
Circular AC 150/5320-6E and will be based on a design aircraft having a dual
wheel gear load of 150,000 lbs. The pavement design will include recommended
methods of construction, recommended pavement design and the completed FAA
Form 5 100-1. A full report will be completed and submitted to Monroe County,
FAA and FDOT.
Page 2 of 21
• Provide a preliminary storm drainage system design in conformance with FAA,
Monroe County and South Florida Water Management District (SFWMD)
standards.
• Provide a preliminary level of magnitude construction cost estimate for the
project at the 30% design levels.
• Develop the following anticipated plans.
o Title Sheet (1)
o General Plan (1)
o Notes and Summary of Quantities (1)
o General Phasing and Safety Plan (1)
o Detailed Phasing and Safety Plan (3)
o Existing Conditions (1)
o Geotechnical locations and Bore logs (1)
o Proposed Geometry (1)
o Typical Sections (1)
o Paving Details (2)
o Grading Plans/Profile (3)
o Electrical Plan (1)
o Electrical Details (1)
o Pavement Marking Plan (1)
o Pavement Marking Details (1)
o Drainage/Erosion Control Plan (1)
o Drainage/Erosion Control Details (1)
o Miscellaneous Details (2)
Total 24 Sheets
• Coordinate, distribute and print the following copies of the preliminary
construction documents (plans, specifications, and construction cost estimate for
review by Monroe County, FAA, and FDOT
Preliminary Submission (30% Contract Documents
Monroe County 2 copies of plans (I full size, I half size); 2 copies of
specification table of contents; 2 copies of estimate for each
submission.
FAA 2 half size copies of plans and a CD containing the
drawings, specifications, and engineer's estimate for 30%
submission.
FDOT 2 half size copies of plans and a CD containing the
• specifications, and engineer's estimate for th(i
30% submission.
• Conduct an in-house QA/QC review prior to each submission. The in-house
QA/QC check will involve an experienced independent individual, depending on
each discipline, to conduct a comprehensive check on all documents to be
submitted (i.e. plans, specifications, estimates, etc.). Time will be required for
engineers and CADD technicians to correct items listed under the in-house
QA/QC review.
• Draft 30% Engineer's Report.
ill I i I l I I IN i I I I i I i i I i I ii i M Jill
I
• Permitting.
• Bidding and Award of Contract Services
• Final Construction Drawings and Specifications.
• Construction phase services.
• Other services not described in our scope of work.
The tentative complete project schedule is as follows:
Item Date
Receive Signed PSO
11/15/2012
Geotechnical Investigation
12/15/2012
Topographic Survey
12/15/2012
Begin Design
12/15/2012
Pavement Section Selection Meeting
3/15/2012
Complete Design
3/15/2013
Presentation of Findings
3/28/2013
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Commercial Apron Pavement Rehabilitation (Design)
Hours
Fee
DBE AMOUNT_
Article A: Data Collection
51
$
7,816
Article B: Pavement Section Design and Evaluation
130
$
19,870
Article C: Conceptual Design
272
$
28,812
ITotal Basic Services Lump Sum Fee
453
$
56,498
$
SPECIAL SERVICES
Hours
Fee
Article A: Data Collection - Subconsultants
Avirorn & Associates, Inc - Survey (Lump Sum)
$
27,254
Tierra South Florida, Inc. - Geotechnical (Lump Sum)
$
9,930
$ 9,930
Article B: Design - Subconsultants
American Infrastructure Development, Inc. - QA/QC Review (Lump Sum)
$
5,048
$ 5,048
ITotal Special Services Lump Sum Fee 0 $ 42,232 $ 14,978
TOTAL LUMP SUM PROJECT FEE 453 $ 98,730 $ 14,9781
DBE Percentage 15.17%
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
M =1
lamrw
Key West International Airport
Commercial Apron Pavement Rehabilitation (Design)
Frei.
Sr. Proji.
Sr.
Project
Sr. CARD
WORK ITEM
Dirccivir
�r
En lneer
Ent ®near
En lneer
Desi ner
Tc.h
C1.6-11
TOTAL
I
Project Management
2
4
1
7
Coordination vvith Survey and Geotech
4
8
12
2
S.b.ccas.ftoivu�
3
Research record drawings
4
a
I
2
14
4
Perform Site Survey
See A, train & Assoc , Inc Move
5
Perform Geotechritcal Investigation
See Tierra South Florida, Inc below
6
Site walk-th—ghs (1)
8 8 21
TOTAL HOURS
2
20
0
0
161
01
81
51
51
RATE
S 210 DO
S 195 00
S 140 00
S 123 00
1 S 9000
11 S 85 ONO
11 S 9000
1 51
1
PAYROLL ESTIMATE
S 440
S 3,900
T-
S -
I S 1,440
1 L ..... ZJ
S 720
i 2020
S 6-790
Subcorucilicatta - Avircan & Maw, Inc
S 27,254
Subconsultants -Tierra South Florida, Inc.
S
9,930
7,194
1.1k
Rental Car (I visit @ $65 visit)
$
65
Gas f., Cut Rental O.-Sitc,
S
30
Lodging (I voits @ S160/,win
S
t60
Aufaireift visas @S7001visiti
5
700
Nhvc
S
71
Tonal Expenses
S
1,026
MUM
TOTAL PAYROLL
s
6,790
Subconsultants
S
37,184
Expenses
S
1,026
Cost Plus Fee Total
$
45,0130
=1000
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Key West International Airport
Commercial Apron Pavement Rehabilitation (Design)
Reviinv Geolechnical Investigation results to
determine existing subgrade material properties
Review existing airpon operations records to
determine fleet mix and operation levels
W20
years.
Develop an Aircraft Fleet mix and exi;;ng annual
operation levels for the Commercial Apron
I Develop a minimum oftivo different pavement
potential impacts of construction on airport
nIdentify
eval-ked.
PAYROLL ESTINTATE
S
S
lalk Expr-ev
Rental Car It visit @ S65(visu)
$
65
Gas I., Car Rental O.-Site '
S
30
Lodging (I visit@ S16D/visit)
S
16D
Awfiere (I visit @ $6701visit)
S
700
Nfisc
$
195
Tow] Expenses
$
1,140
TOTAL PAYROLL S 18,730
Subconsuhants s
Expenses S 1,140
Cost Plus Fee Total S 19,870
M.,
rriflUrria rWq 9 TrIl"MUMM
Key West International Airport
Commercial Apron Pavement Rehabilitation (Design)
P-j.
Sr. Pe.j. Sr.
Project
Sr. CADD
NVORK ITEM
Direct.,
En "veer Engineer
Designer
Tech
TOTAL
I
Develop Technical Specification Outline
2
a
4
14
2
Coordinate and incorporate front end specifications
4
2
6
3
Develop construction schedule and phasing
4
8
12
Prepare Car and attend one (1) project design progress
7
6
4
12
4
meetingsmeetingsarings
Prepare for and attend one (1) construction phasing
1
6
4
12
rnain.g
— -------
Develop construction quadurries and order of
—
4 8
2
14
6
magnitude cost estimate at 30% documents
7
Develop the following plans
..lTifl.
Street (1)
4
4
b.
General Plan (1)
4
4
c.
Notes and Summary of Quantities (1)
4
8
12
&
General Phasing and Safety Plan (1)
2
6
6
14
e.
Detailed Phasing and Safety Plan (3)
4
6
9
18
f.
Existing Conditions (1)
4
g.
Gemechinical locations and be. I.p (1)
41
4
8
h.
Proposed Geometry (1)
41
1 8
14
i.
Typical Pavement Sections (1)
4
8
L2
j.
Paving Details (1)
2
8
10
. k
Grading Plans (3D
I
—
—7—
4
8
10
22
—
1.
Electrical Plan (2)
—
4
—
6
10
m.
Electrical Details (2)
2
8
10
n.
Pa, ement Marking Plan (3)
4
8
12
o.
P., ement Mairkrag Details (1)
4
4
pframagetErtision
Control Plan & Delaili(i)
6
8
14
Coordinate and distribute plans And specifications
6
8
(30'.)
2
9
QAiQC
Son American Infientracture, Development Inc below
10
Address 30"o design comments for final contract
8
-::::
10
documents
.
I I
....... . ........... .
Draft Engineers Report
2
t 0 2
14
jTOTAL HOURS
0 _J4
0 92 0 126
10
272
IRATE
S 220.00
195 00 S 140.00
S 123.00 S 9000 S 85.00 S 9000
S 58.00
_JPAYROLL
ESTIMATE
S 880
S - S �5,600
S- -i 8280 S - S 11,340
$ 580
TOTAL PAYROLL S 26,680
American Infrastructure Development Inc S 5,048
S
S
S
S 5,048 Subconsultants S 5,048
Expenses S Z132
Cost Phis F- Total S 33,860
REM=
rruj
WORKTIFENT nirwor.
Task Expens—
Rental Car (2 visit @ S65/visit) S 130
tins for Car Rental On -Site = S 80
Lodging (2 v.sns @ Sl 60/v-t) S 320
Aid.. (2 visits @ S7001vts.t) S 1.400
Nlisc S 202
Total Expenses S 2,133
EMA99ME
AVIROM & ASSOCIATES, IN
SURVEYING & MAPPING
MR=
Mr. Eric S. Nielsen, P.E.
g Senior Aviation Project Mana
JACOBS
Jacksonville, Florida 32202
Re: Task Orderfor Key West 1nternational Airport (EYW), Key West, Florida Keys
Topographic Survey of Commercial Apron
In accord with your request, we offer our proposal to perform a topographic survey to suppor)
the design of the milling and overlay of asphalt paving on the commercial apron servicing the
terminal at Key West International Airport which is approximately 1,060 feet by 560 feet.
My =13
The limits of the survey shall be within an area defined by a line 50 feet east of the east edge of
the existing pavement; thence westerly, approximately 1,060 feet to a line 100 feet west of the
security fencing and from the north building line of the terminal; thence northerly, approximately
560 feet to the north edge of pavement of the taxiway to the commercial apron.
=1 -
The survey minimum requirements for the project are as follows:
Establish benchmarks on site to perform the topographic survey on a 25 foot grid. The
benchmarks shall be established by a closed -loop three wire differential leveling from a
National Geodetic Survey benchmark.
402 Appelrouth Lane Suite 2-E Key West, Florida
315 294-7770 Fax 561 394 7125 www.aviromsurvey.com
Mr. Eric S. Nielsen
July 12, 2012
Commercial Apron
Page 2
2. Elevations shall be based on the National Geodetic Vertical Datum of 1929 (NGVD 29)
as referenced to the above benchmark by the National Geodetic Survey (NGS). The
elevations shall also be horizontally referenced to the 1990 adjustment of the North
American Datum of 1983 (NAD 83-90).
3. Locate all above ground improvements including pavement, pavement markings, taxiway
edge lights, duct bank markings and above ground evidence of utility. We will obtain
rim elevations of sewer and drainage structures. Utility locations will include fire
hydrants, water valves, meter boxes, vaults and electrical outlets. We will locate main
irrigation valves but will not locate individual sprinkler heads.
Two signed and sealed hard copies of the survey shall be furnished to the client together
with an AutoCAD (2008 or lower) digital drawing file created in Autodesk Land
Development Desktop, including a PDF file of the hard copy.
2. The drawing scale shall be at I "=30'.
MSYM
We can mobilize to the site within 48 hours from a notice to proceed and have the project
completed within four weeks after mobilization.
The cost to perform the above services shall be a lump sum amount of $27,254 which includes
mobilization and demobilization with security and safety delays factored in.
All work shall be completed under the direction of a Professional Land Surveyor registered in
the State of Florida. All work shall be conducted using equipment, personnel, and procedures
T
WFdR7 MffrMXn1?0"--- * -- RJY-�igMi TEWkM11
Technical Standards in Chapter 5J-17.05, FAC. All documents submitted shall bear the
surveyor's seal, signature, and a certificate that all work was done under the surveyor's
AVIROM & ASSOCIATES, INC.
Mr. Eric S. Nielsen
July 12, 2012
Commercial Apron
Page 3
supervision and that all infori-nation contained in the document is true and is accurately shown.
The surveyor is responsible for quality assurance for the survey work performed on this project.
All survey information shall be recorded in hard bound field books or in electronic data collector
files. A map shall be provided by the surveyor in AutoCAD, Version 2008 (or earlier version).
Thank you for the opportunity to submit this proposal. Should you have any questions, please
contact me accordingly.
Respectfully,
4
Keith M. Chee-A-Tow, P.L.S.
Project Manager
I RONNIE 1� iffill 11111111111 111111
Eric S. Nielsen Date
JACOBS
AVIROM & ASSOCIATES, INC.
tmerra
SOUTH FLORI DA
wirm"Cam WWWRONSUNrm
July 18, 2012
Jacobs
245 Riverside Avenue, Suite #300
Jacksonville, Florida 32203
Attention: Mr. Eric S. Nielsen, P.E.
Senior Aviation Project Manager
Re: Proposal for Geotechnical Services
Commercial Apron Pavement Rehabilitation
Key West International Airport
Monroe County, Florida
TSF Proposal No.: 1207-247
Dear Eric:
As requested, Tierra South Florida, Inc. (TSF) is pleased to submit this proposal for the above -
referenced project. The proposal is based on e-mail from Jacobs dated July 11, 2012 and follow
Lip discussions.
All work performed by TSF will be in general accordance with Advisory Circular AC 150/5320-
6D. Geotechnical Investigation Services will include six (6) Standard Penetration Test (SPT)
borings to a depth of 10 feet below existing grade, and six (6) asphalt cores. The cores and
borings will be performed at the approximate locations provided or approved by Jacobs;
The following laboratory testing will be performed on selected samples:
Moisture Content test (ASTM D2216) — 6 tests
Grain size analysis (ASTM D422) — 6 tests
Organic Content tests (AASHTO T- 194) — 4 tests
CBR (ASTM D 1883) — 4 tests
Borings and test locations will be located in the field by Jacobs. It is our understanding that
elevations at boring locations will also be provided by Jacobs.
2765 VIS-FA PAIK%IAY, SUITT 10 WEST PAL\,i BFACH, FLORIDA 33411
(561) 687-8539 rAX (561) 687-8570
State of Florida Professional Etip'neers LLense #260 73
Jacobs
TSF Proposal: 1207-247
Page 2
Prior to drilling at the project site, TSF will notify the local utility companies and request that
underground utilities be marked. Our experience, however, is that the utility companies will not
mark privately owned utilities. We have included Ground Penetrating Radar (GPR) in our
estimate to clear utilities at the boring locations. It is important to note that while the use of GPR
will minimize the potential of striking utilities, it is not a 100% accurate. Therefore, private
utilities will be the owner's/Airport's responsibility. We believe that significant coordination will
likely be required to perform the field operations. As we understand, the all work will be
conducted in the day time. It is our understanding that Jacobs or the Department of Aviation will
provide an escort to the test locations.
Upon completion of the field exploration, laboratory testing will be performed on selected
samples.
It is proposed that the fee for the performance of the services outlined above is detennined on a
unit price basis in accordance with the attached Fee Schedule and that the work be performed
• to TSF's General Conditions enclosed herewith and incorporated into this proposal. •
the basis •' the proposed quantities, it is estimated that the total fee will • approximately
$9,930.00.
Our estimate covers the work needed to present our findings and recommendations in a formal
report. Not included are reviews of foundation drawings, preparation of construction
specifications, special conferences and any other work requested after submittal of our report.
Boring, sampling, and testing requirements are a function of the subsurface conditions
encountered. Therefore, the estimated fee previously indicated is approximate, and
compensation for the exploration will • •. • the actual work and tests perfon-ned. We will
cndeavor to keep the exploration cost at a minimum consistent with good engineering practice. —
Jacobs
TSF Proposal: 1207-247
Page 3
TSF will proceed with the work after receipt of a signed copy of this proposal. With our present
schedule, we can commence work within several days of project approval (weather permitting)
and fieldwork is expected take about I to 2 days to complete. The written report can be
submitted within three weeks after completion of the field exploration, depending on the exten)
of the laboratory -testing program. Verbal results can be made available to appropriate parties
M=
We at TSF appreciate the opportunity to submit this proposal and look forward to working with
you on this project. If you should have any questions concerning our proposal, please contad
TIE M S%T:LO�R_TDA, INC.
Raj IV/ishnasamy, P.E.
President
2. TSF General Conditions
AUTHORIZED BY: INVOICE TO:
Name: Firm:
Title: Name:
Date: Address:
Jacobs
TSF Proposal: 1207-247
Th,cre Smah Fkaiiihilit Creatural Conditions
L SCOPE OF WOM Worlimeans the specific girrechnical, analytical, testing a, other service to be performed by Them. South Florida, Inc. (TSF) se set forth he TSF'c Protestant, Client's acceptance of the stage of
—,k and in— counsel Conditions Additional work ordered by Client and[ also be subject to these Comand Conditions. "Client" refers to the person or businaces many ordering the work to be done by TSF. Cileylt
shall stammurticule them General Conditions at each and every third party to whore Client transmits any pan of TSF's work, TSF shall have no duty or obligation to any third pearl greater than that set fourth to TSF's
proposal, Client's acceptance of TSF's proposal and these General Condition. The ordering of work from TSF, or ate reliance on any of TSF's riodr, shelf represent acceptance of the terms ofTSF's proposal and
these General Conditions, regardless of the ter— ch'any subsequently issued document.
2. RIGHT -OF -ENTRY -11ar client wall provide right -of -entry for TSF and all nutessewy mirgarem to aide, to couplets the vwi relah, TSF will take hit reasonable prionsithors to sumcmze any damage to the
property, it is understood by Client that I. the remarred eximers ofwwk some &..So may one.,; the scra.eficar of.hich is not pan rifthis agreement.
1 DAaIAGE TO EXISTING NiAN-NIAME OBJECTS -Ibc Client, will provide the lesson. aFiat underground utilities ., obstructions to TSF who, in the prosecution of their work, tvifl take all -----his
micamficars to avoid damage or injury to any such subt—sarrear structure or utility. Th. 0—ar agrees to held TSF harmless far any chmarges in subcormcon structures which are not umbel to TS11 attention and
correctly shown on the plans famished and will riumbinw. TSF for any expenses in connection with any claims or suits including reasonable attorney find; at the trial and appellate levels
4. IN -PLACE MATERIALS TESTING -TSF veil! eat be responsible for repair or damage to portions of somentras designated for in -place materials acting Repairs can be made for aesthetic reasons if requested in
advance of the work to be peramust. The cam fiar labor mid materials would be charged,
S. SAMPLE RETENTION -TSF will retain all soil and inom samples obtained for triestachmeal -instructions for 30 days. Samples subjected to Construction Materials and Laboratory testing me disposed cil'subsequent
to testing Further storage or transfer of samples arm be made at Client's expense upon written authorization.
6, DEFLNFLIONOFRESPONSIBILFFY (OBSERVATION SERVICES) -The presence of our r-ld artu'ressalreive will be for the purpose of providing observation and field testing Our work does not include
supervision or dicarim. drift. actual work of the contractor, his employees or matrix The contractor for this project should be so advised.
& 1. The Contractor should also be informed that neither the presence a F our field representative or the observation and testing by our firer shall excuse him in any way for defects discovered in his work, It is
understood that TSF veill not be responsible for the Contractor's job or site safety on his project. That trill be the sale responsibility orlhe contractor.
7. STANDARD OF CARE -Service performed by TSF code, this Agreement will be conducted in a nessunm consistent with that I evaV of core and skit I ordinarily exercised by members of the prefiandon currently
practicing under similar conalmons. No other wurTardy, expressed at implied, is made.
7.1. Client reargichun that amism-finsn conditions may my from thus. sure ... tared at the location Ivhe. lascings, saircras -explorations ale —do byTSF and that the data, interpretations and recommendations
ofl SF are based solely on the information available to it. TSF shall not be responsible for the interpretation by others of information devermartI,
If, ORAL AGREEMENTS -No wad rignewrima, guarantee, Promise, representation or extranny shad be binding.
9. OWNERSHIP OF DOCUMENTS -All reports, acting Lots, field data and rates, but ..rosy test data, calculations, estimates and other documents prepared by TSF, as instruments of.arrace, shall remain the
property of TSF until final payment is received and a letter of copyright transfer been executed.
10. BASIS OF PAYINIENT -Payment I. due oddian 30 days of data ofi ... irs. Payments ricatritude when due shall bear interest at eighteen (18) percent am— or at the maximum care allowed by how I.m the data of
the immim, -fit —a is Paul
if the Client fads to make any payment due to TSF far service mobw expenses ridn. 60 days of &Ie of mccus., T.SF may, after giving a—. days' written ..rise to Client, suspand services =ill all
outstanding amounts have been paid to TSF in full. Further, TSF' notly, at ruldithat to eadocialdim; services, or singularly, withhold esporky plans and other documents not paid in fall by the Client. In die
event her final payment for completed orok is not made, "I "SF shall request that all copyrighted documents which were submitted to client be returned and all information used in project plans be removed
from project documents.
M2, in the creen it is necessary to take legal action to effect collection, emetheror not litigation is commenced, the Chair saintes to reimburse TSF for expenses in concrection ndfla any chains or suits, including
reasonable attorneys fear, including but not limited to the trial and appellate levels.
103 'this contract shall be goveraell by the meas, of the State at "Florida.
11. CONSTRUCTION REVIE'sp - TSF cannot accept responsibility for any design —,k -fez this —,k includes senrces for consperevicas review to determine whether or not the work performed is in substantial
comphrincervida TSFs conclusions and recommendations.
12. EyDEMINIFICATION -TSF agoose to held harmless; and indemnify Client from and against liability arising am of TSF's vegfifmm perfiessurace of the work. Client agrees to indemnify and hold -1 SF harmless from
of liability including all costs, ranomey's fees and expenses of defense for any claims by any other person or corporation which may arise out of the performance or breach of this contract for which TSF wris eat
solely mitifigent.
13. LIMITATION OF LIABILITY -The Clientowner agrees to limit TSF liability for negligent professional acts, stairs or omissions, such that the total aggregate liability of TSF shall ,at ascend 550,000 or the lure
fee for die weruicrat tendered an this project; ohichevin is Interim. The Carrier further agrees to require die contractor and his submarractrus a similart limitation oflurid dho, suffecadby the contractor or the
subcontractors arising from TSF negligent prefternsond acts, intent or omissions.
111. If Client prefers to have higher limits art lanclussicam liability, TSF rqgoves to increase the limits up to a maximum of 51,000,000 upon Cleem'swrimar request at the time cif—spairig or, proposal provided
that Client agrees to pay an radiii ... The additional charge for the higher liability limits is became of the greater risk assumed and is not strictly a charge for
additional professional liability insurance.
M INSURANCE -TSF represents and wairraims that it and its usectur, staff had consultants employed by it are protected by Worker's Compensation insurance and Employees Liability insurance in courflarmarocir with
TSF has such coverage under public liability and property damage insurance policies that TSF deems to be adequate. A Comficare oflasurreace can be supplied evidencing such covemase upon
request,
14.L Within the limits and conditions of such insurance, TSF agrees to mdeamilv mid save client harmless front and against any loss, damage or liability arising from any irindpora gets by TSF, it, rigamay, staff
and camerrhans; employed by it. TSF shall not be nomemeablie for any bass, damage or liability beyond the —.-is, limits and considerations or such man—... TSF shall -1 be responsible for any less,
damage or liability wising fixon my acts by clients, its agents, stiff and other consultants employed by it,
142. Coto of the ribewe coructige is included in our quoted Fear. If additional coverage sr increased limits of liability — remi re, TSF will and ... ar to cantedn the requested are.—. and charge separately for
—is armuchitedvith additional mr-orge a, humanism limits
15. TERIHINATION -This agreement may be terminated by either party upon salts, they, whasin nonce I. the event of industrialist Fall..e by the other party to perform in rearraftes. vedia the to— thereof. Such
termination die]] not be effective if the substantial fail.re has been remedied before -prime. ofthe pound specified to the written notice. In the courn offrominquirm TSF shall be paid for services performed to the
communion notice date plan reasonable termination expenses,
15. 1. In the event of nomination or suspension for me,e than three months, prior to completion of all reports reationapumal by this AgressumercJSF may complete a report on the services performed to the date Of
notice oftermandion ors nsion. The expenses of lamination or suspension shall include all direct costs for TSF in completing such analyses, records and repots.
M CLIEN-Is OBLIGATION TO NOTIFY TSF- Client represents and entarmus that it has advised TSF of any knevars or suspected hazardous nudenals or candidates, utility limes and pollutants at my site at which
I SF is to do vasit hereunder, and unless TSF has assumed in waling the responsibility of ]treating subsurface objects, structures, lines or conduits, Client agrees to defend, indemnify red save I SF hammers finam &I[
claims, suits, locana costs and expenses, including reasonable attorney's fees res . result of personal injury, death or property damage occurring %vuh respect to TSF's performance or he work mid resulting to or
caused by contact wish subsurface or Intent objects, structures, lines or conduits where the actual or potential presence and location thereof came not revealed to TSF by Client.
17. HAZARDOUS MATERIALS -This agreement shall eat be interpreted as requiring TSF to assume the stams of an moicap musems, generator, career, transporter, treater or disposed facility as those terms appear
within RCRA or within any Federal or State statute or regulation governing the generation, transportation, usirmunt, storage and disposal offaflitmarts.
9M
TIERRA SOUTH FLORIDA, INC.
UNIT RATE FEE SCHEDULE
Unit
I. FIELD INVESTIGATION
Mobilization of Men and Equipment
Truck.Mounted Equipment
IS
Specialized ATV/Mudbug
LS
Support Vehicle
DAY
Standard Penetration Test Ratings
(By Truck -Mounted Equipment)
Land 0 - 50 ft depth
L.F.
50 - 100 ft depth
L.F.
Grout -Seal Bordholes
(By Trucicliviourged Equipment)
Land 0 - 50 ft depth
L.F.
50 - 100 ft depth
L.F.
casing
(By Truck -Mounted Equipment)
Land 0 - 50 ft depth
L.F.
50 - 100 ft depth
L.F.
Double Ring Infiftrafion Test
Test
Field Permeability rests
Test
Pavement Cores, Asphalt
Each
Pavement Core Equipment
day
GPR
day
II. LABORATORY TESTING
Visual Examination/Stralify
Per Hour
Natural Moisture Content Tests
Test
Grain -Size Analysis - Full Gradation
Test
Grain -Size Analysis - Single Sieve
Test
Organic Content Tests
Test
Afferberg Limit Tests
Test
Liquid Limit Tests (Only)
Test
Plastic Limit Tests (Only)
Test
Laboratory CBR + Sampling
Test
Grain -Size with Hydrometer
Test
Proctor Test a) Modified
Test
b) Standard
Test
Bitumen Extraction
Test
Bitumen Gradation
Test
it] ENGINEERINGICOORDINATIONIMANAGEMENT
Project Manager
Hour
Principal Engineer
Hour
Senior Engineer
Hour
Project Engineer
Hour
Senior Technician
Hour
CADD
Hour
Buodfing/training
Hour
It of Units
Unit Price
T.t.1
1
S 350.00
S 350.00
0
S *120.00
S 0.00
I
$ 1511GO
S 150.00
60
$ 1100
S 720.00
0
$ 14.00
S 000
60
S 5.50
S 330,00
0
$ 6,50
S 0.00
0
S TOO
S 0.00
a
S 8.50
5 000
0
S 5GO.00
S 0.00
0
5 400.00
S 0.00
6
It 10000
S 500.00
1
S 100.00
S 100.00
1
S 1500.00
S i'SN'Do
4
S 100.00
S 400.00
6
5 10.00
S 60.00
6
S 65.00
5 390.00
0
S 35.00
S 000
4
S 35.00
S 140,00
0
S 75.00
S 0.00
a
5 52.00
S 0,00
0
S 33.50
S 0.00
4
S 500.00
5 2,000.00
0
S 115.00
S 0.00
0
S 100X0
S 0.00
0
S 10200
S coo
0
5 150.00
S 0.00
0
S 150.00
S 0.00
I
S 165.00
S 165T6
0
S 150,00
S 0.00
2
S 128.00
S 250.00
9
$ 100.00
$ 900.00
20
S 75.00
$ 1,500.00
5
S 75.00
S 37500
0
S 65.00
S 0.00
5 9,930.00
04mr.Ts