Item C11 BOARD OF COUNTY COMMISSIONERS
AGENDA ITEM SUMMARY
Meeting Date: 12/11/2013 Division: County Administrator
Bulk Item: Yes Department: Airports
Staff Contact Person/Phone#: Peter Horton, 809-5200
............
WORDING....... ............. ,,,,,,,__. _. —.._-----------..-.....- -----..�.- .�
Approval of Task Order 12/14-21 for professional services with Jacobs Project
Management Co. for Services Authorized: Emergency Drainage Design& Construction Phase Services - EYW
PSO#21.
ITEM BACKGROUND: This is a project funded by the FAA to improve drainage at The Key West
International Airport during heavy rain events.
PREVIOUS RELEVANT BOCC ACTION: November 16, 2011 - Item F 12: approval of t ......
he General
Consulting Services Master Agreement with Jacobs Project Management.
CONTRACT/AGRE ..........._.-------------AA����.mwAA-.-.-A.
EMENT C
HANGES: New Contract.
_ .�..
STAFF RECOMMENDATION: Approval.
TOTAL COST: $89,868.00 INDIRECT COST: NA BUDGETED: Yes
DIFFERENTIAL OF LOCAL PREFERENCE: NA
COST TO COUNTY: None SOURCE OF FUNDS: FAA/FDOT/Ailport
COST TO AIRPORT: $4493.40
COST TO PFC: None
REVENUE PRODUCING: Yes No X AMOUNT PER YEAR:
APPROVED BY: County Attorney A/Purchasing m m._ Risk Management
r
DOCUMENTATION: Included X Not Required
DISPOSITION: AGENDA ITEM#
MONROE COUNTY BOARD OF COUNTY COMMISSIONERS
_..n..,. ..—...... ......n,,,.n
CONTRACT SUMMARY
Contract#
Contract with: Jacobs Project Management Co. Effective Date: December 11, 2013
Expiration Date: 365 Days
Contract Purpose/Description: PSO#21 for Emergency Drainage Design and Construction Phase Services-
EYW
Contract Manager: Peter Horton #5200 Airports - Stop# 5
(name) (Ext.) (Department/Stop)
LCCO meeting on: 12/11/2013 Agenda Deadline: 11/27/2013
......... ......... ......... ......... _ _............. __ ___ ....... ......... .
CONTRACT COSTS
Total Dollar Value of Contract: $89,868.00 Current Year Portion: $89,868.00
Budgeted Yes Account Codes: 404-630176-560630-GAKA158-
Grant: FAA (90%), FDOT (5%) 530-310
County Match: 5%
ADDITIONAL COSTS
Estimated Ongoing Costs: For: .
(not included in dollar value above) (eg. maintenance, utilities,janitorial, salaries,etc.)
-- ...... ........ ._.....— .... _...._..._........................................... ...... ........_ .........
CONTRACT REVIEW
Changes
Date In Needed Reviewer Date Out
Yes No
Airports Director `� / / 4 ( ) ( l' �...... if /1 / 1
®
P Ho
Risk Management
or loll ent
O.M.B./Purchasing /L—IA—/ ( ) ( } ou
,.
rOM
County Attorney / ,./ ( ) ) .. ��
Comments:
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDER FORM
Upon the Date Approved
by the County Mayor
Effective DM1des1gbze__.�_ Task Order No. 12/14-21 ate QL
404-630176-560630—
Client Project No.GAKA158-530,,3J.Q Engineer Project No. E9Y 1672 1.
This Professional Services Task Order(PSTO) 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: Emergency Drainage Design & Construction Phase Services-EYW
Client authorizes Consultant to perform the Engineering 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 _page(s).
Pricing
N/A Time and Expense per Agreement and Appendix B to the Agreement.
X Firm Fixed Price of $ 89,868.00,
N/A Other(Describe): R. E COUPf R 0,4 L:y
PF1 OVED
S che dul e
Services may commence on Execution ......... PE -------
M
Services will cease by 105 d4 A UNI'Y Al?OVEY
t
Date-_
Other
(SEAL) BOARD OF COUNTY COMMISSIONERS
ATTEST: AMY HEAVILIN, CLERK OF MONROE COUNTY,FLORIDA
By Mayor/Chairrnan
CONSULTANT:
JACOBS PROJECT MANAGEMENT CO
By
Witness
rt J Ve,
Title
Fide:AfSTRAPS Afonroe Coun(y
Page 1 of 1
Exhibit A Scope of or
Monroe County
Key West International Airport (EYW)
CONSTRUCTION DOCUMENTS for IMPLEMENTATION of
EMERGENCY DRAINAGE CORRECTIVE ACTION PLAN-EYW
SCOPE OF WORK
INTRODUCTION
Jacobs was issued PSTO 12/14-12, titled "Emergency Drainage Corrective Action Plan"
(EDCAP). EDCAP performed an assessment of the existing stormwater management system at
Key West International Airport (EYW) and outlined a phased program for stormwater
improvements for EYW. EDCAP was initiated to address needs as identified in the Federal
Aviation Administration (FAA). On June 21-22, 2012 the FAA conducted an inspection to
determine compliance with 14 CFR part 139. They wrote the following regarding drainage in their
Letter of Correction to the Airport:
1. 139.305 (a)(6) - Paved areas
Taxiway and ramp pavement is not properly drained to prevent ponding. Taxiway C
centerline, holding position markings, and surface painted signs were obscured by water.
Excessive ponding was present on the general aviation ramp,along the edges of Taxiway A at
the West side of the airfield,at the Taxiway C holding position,Taxiway A I-A4,Taxiway A7
and A8, and along the West side of the Taxiway E holding position marking.
2. 139.309 (b)(2) - Safety areas
The Runway 9-27 safety area on the South side of the runway is not properly drained.
Excessive water accumulation was present almost the entire length of the runway between
the runway pavement and Taxiway A.
Jacob's recommendation was to pursue a phased implementation of Alternatives. The first phase
Would be for improvements that Could be implemented with minor permitting consequences in
both time and effort. The following list the recommended Phased Improvements:
Phase 1
• Phase I Permitting
o SFWMD Letter modification of the existing ERP for Phase I Improvements.
o Facility wide permit for the operation of the 19 wells on the Airport property with
FDEP. The area wide permit will require the evaluation of each drainage well's
physical characteristics and current condition. The existing drainage wells require
routine maintenance and inspections to verify that the sedimentation basins, prior
to the wells, and that each well is cleaned and operating properly.
• Perform routine maintenance and inspection of existing drainage wells to verify each
drainage well's physical characteristics and current condition. Clean each well and
sedimentation basin as required.
• Grade/ maintain infield areas in accordance with FAA advisory circular 150/5300-13A.
• Construct Exfiltration trenches to expedite the removal stormwater runoff for the airfield
Page 2 of 6
and reduce the volume of stormwater that overflows to the adjacent salt ponds.
Phase 2
Develop plans and Letter Modification permit documents for Interconnection of existing
drainage basins. This will connect the runway infield areas with taxiway infield areas
which will allow for a connection to the phase I exfiltration trenches and the phase 3
pumped drainage wells.
Phase 3
Develop plans and Full Permit Modification documents for pumped drainage wells and
low berms at fence perimeter.
DETAILED SCOPE OF DESIGN SERVICES FOR PHASE 1
Jacobs will provide planning and design services for the following:
Article A — SFWMD Permit
Jacobs will prepare an SFWMD Letter modification of the existing ERP for Phase A
Improvements.
Services for Article A will be provided under a lump sum basis.
Article B — Design Plans and Specifications
Jacobs will prepare plans and specifications for:
I Obtaining drainage well physical characteristics and current condition, for nineteen
drainage wells. The plans will also address routine maintenance and cleaning of the
wells as required.
2 Backflow devices for twelve gravity drainage wells.
3 Two exfiltration trenches, approximately 800 feet in total length.
Drawings and Specifications will be prepared for 90%and final contract document. Design will
be developed for all elements identified in this scope of work.
• Develop technical specifications using the FAA's standard specifications for
construction.
• Coordinate and incorporate Monroe County provided contract document/frontend
specifications into the final contract bid documents. (i.e. Notice to Bidders,
Invitation to Bidders, Contract, etc.)
• Prepare for and attend two (2) meetings 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.
• Provide a detailed construction cost estimate for the project at the 90%® and at final
contract document design levels
Page 3 of 6
• Prepare FAA construction management plan
• Develop the following anticipated plans.
o Title Sheet(1)
o General Plan (2)
o Notes and Summary of Quantities (1)
o Existing Conditions Plan(l)
o Proposed Works plan (3)
o Drainage & Miscellaneous Details Plan (1)
o Drainage/Erosion Control Plan (1)
o Drainage/Erosion Control Details (1)
o General Phasing and Safety Plan (2)
o Detailed Phasing and Safety Plan (2)
Total 15 Sheets
0 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 (90%, Final Contract Docurnents)—
Monroe County 2 copies of plans (I full size, I half size); 2 copies of
specifications; 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 each submission
FDOT 2 half size copies of plans and a CD containing the drawings',,
specifications, and engineer's estimate for each submission.
• Conduct an in-house QA/QC review prior to each submission. The in-house QAd
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
CAD D technicians to correct items listed under the in-house QA/QC review.
• Address final comments from 90%design for final contract documents.
Services for Article B will be provided under a lump sum basis
Article C - FDEP Drainage Wells Permit
Utilizing the information obtained from Article B, item 1,Jacobs will prepare an application
for an FDEP area wide permit,for the operation of the nineteen drainage wells on the Airport
property.
Page 4 of 6
Services for Article C will be provided under a lump sum basis.
Article D—Advertising and Bidding Services
I. Supply electronic copy of plans and specifications for use in the County's electronic
bidding system.
2. Prepare an "Invitation to Bid", all forms for advertisement, bid proposals, contract
bonds, labor and DBE requirements and other contract documents needed to
solicit public bids for the construction of the project. The Owner shall be responsible for
the cost and placement of all public advertisements required including all newspapers in
which the advertisement is placed.
3. Prepare for and attend the Pre-Bid Conference, one (1) day.
4. Prepare and respond to Bidders questions.
5. Issue necessary Addenda and Directives to Bidders. One (1) addendum is
assumed.
6. Review the bids received, prepare the final bid tabulation, and make
recommendations/rejections of award of the Contract to the Owner.
7. Prepare construction contract drawings and specifications.
Services for Article D will be provided under a lump sum basis.
Article E—Post Design Construction and RPR Services
Jacobs will provide a part time RPR for daily inspection and coordination with Airport Staff. The
RPR is estimated to be required an average 4 hours/day for the 4 week construction period, with
coordination time before start of construction and for closing out the project after construction
completion. Jacobs will perform Construction Contract Administration with RPR services being
provided through sub consultant Perez Engineering & Development Inc. The construction phase
will commence with the award of the contract for construction services. The construction-related
services include the following services:
• Provide office administrative support in order to respond to contractor RFI's, Change
Orders, Pay Requests, and Request for Field Modifications.
• Assistance with processing of pay request and change orders.
• Attendance at a pre-construction meeting.
• Review of shop drawings.
• Assist County regarding resolution of construction issues.
• Review record drawings prepared by the Contractor.
• Attend final walk through with Contractor.
• Prepare final punch list and Statement of Completion of construction documents.
• Coordinate as required for Government Agency sign-off and Permit Certifications
Page 5 of 6
Jacobs will not be responsible for construction means, methods, techniques, sequences, or
procedures,for safety precautions and programs in connection with the work,or for the acts or
omissions of the contractor.
See attached proposal / Scope of work from Perez Engineering & Development Inc. for RPR
services
Services for Article E will be provided under a lump sum basis.
ADDITIONAL SERVICES
Services not included and not anticipated in the scope of work, include, but are not limited to the
following:
• Design and permitting of Phase 2 and Phase 3 of the EMERGENCY DRAINAGE
CORRECTIVE ACTION PLAN TECHNICAL MEMORANDUM, dated May 30,
2013.
• Building Department Permitting.
• No offsite Roadway improvements are anticipated.
• No offsite utility improvements are anticipated.
• It is not anticipated that wetlands, wildlife habitat or soil/ groundwater contamination
will affect the design or construction on the site or that any government agency
permitting or mitigation will be required for these environmental concerns by Jacobs.
Government Agency cost for all building and engineering permit fees are not included in this
proposal. Jacob's assume the owner will supply signatures for permits or designate a
responsible entity for such.
Items identified as not included or limited in the scope of services can be provided or expanded
upon as additional services under a separate agreement or supplemental to this agreement.
PROJECT SCHEDULE:
The tentative complete project schedule is as follows:
Item Date
Begin Design/Permitting at NTP
Complete Design 30 days from NTP
Advertise for Bids 90 days from NTP
Page 6 of 6
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Emergency Drainage Corrective Action Plan-Phase 1 (12/14-21)
FEE SUMMARY
BASIC SERVICES
Hours Fee DBE AMOUNT
Article A:SF Permit 32 $ 3,897
Article B.Design Plans Specifications and Meetings 198 $ 39,322 $ 12,040
Article C: FDEP Drainage Wells Permit 62 $ 8,549
Article D:Advertising and Bidding Services 104 $ 12,304
Article E:Post Design Construction and RPR Services 109 $ 25,797 $ 12,850
ITotal Basic Services 89,868 $ 24,890
DBE Percentage 27.70%
Gr-111 Coulifty Ali paitMEW067XX DoAnage lovipuvein@M i1iRW0P1RC1XAEYW ai ph.5" Dw Iqn cc.M—l; Page 1 of 6
JACOBS ENGINEERING GROUP JOB HOUR AND FLE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Emergency Drainage Corrective Action Plan,Phase 1(12114.21)
Article A:SBVI%ID Permit
proja Sr.Proj. Sr. Project Sr.CADD
WORK ITEM Director NinnagerTEngineer Engineer Engineer Designer Tech Clerical TOTAL
I SFWNID Permit 4 10 to 8 32
.. . ..................... ... .... -—- .......................... . . ...........
2 0
——,—,—--------—--—----- . .. ................... ..... .......................... .....
3 0
............. ............ .... ............................. ..................................... ............ —
4 —-———---------——— ------------------------------------- ......................... 0
5 0
................................ ..................................................................
6 0
TOTAL It 0 4 1032
1
.............. .WU 0 ...............................
RATL S' 220(10'—S �9100 1`91100]S 12300 00 S 58 00
.............. 90$ S 41,41 111111-1��1-1111111 3874
LI,ABOR k,"STIIMAI L S 7001 S 1,400 1,230.S
2Laisk SulicnUsgitimts. TOTAL LABOR S 3,874
NA
N'A
Total Subconsuhants S SubconsufiwiWs S
Expenses S 23
'a-sk Ex erases. Cost Plus lFee ToW S 3,897
Mileage(40 Rmles rcKgnd trip(iJ$0 565/mi x I trip S bn
Remal Car(X weeks(icy&xxx/weck)
Gas for Car Ri:nlal On-Sae
Per Dimn Lodging&fvleaV(XYli,as qi;Sxx,,day)
Airfare(X trips(iar Sxxk trap)
Nksc/I'marng .......................................
Total Expenses S 23
TOTALFEE
0 11U Cmi IV PH i 11CAP P-,$C"gi, Page 2 of 6
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Emergency Drainage Corrective Action Plan-Phase 1(12114.21)
Article Da Design Plans Specifications and Mlectingi
Sr.Proj. Sr. Project Sr.CADD
WORK ITEM P Director Manager Engineer Engineer Engineer Designer Tech Clerical .TOTAL
1 Prepare Plains naiad Siaecifiiicauons 4 12 32 32 40 16 136'..
2 ''.....Meeuungs 30 20 50,.......''..,
3 Cost Estimate 4 8 12,..'....
4 IPvebsrran GcarechmcM Investug4Ww n See Tierra South Florida,Inc below
5 0
6 0
,TOTAL HOURS 4 42 :36 CvC �_S
R�AT'E: $ 220 p,0 S 19500 $ 14(k 00 �$ 123Wbq;4 $ 40 00S ^40D 0 �$ `EY00
LABOR EST'IMIA1 E $ gEC6dW�b0 �$S,14(S00 ' �5 045_C'0 $7,3S6p00 S 3,6ffl 00 1 92,EI,6b64
Task Snbconsaltants TOTAL LABOR S 26,018
4 Tierra South Flonda S t2,04000 (I)BE)
Id,A $
$
$
I"avta sunlxonsuhanwa $ 12,04000 Subcon ullants 5 12,0*4
Expenses :$ t,2.6*4
Tnsk Exnenses: Cost Pluirs I'ee'rotal % 3'4,322
2 MtrleaP4e(480 nules mound tmap @ S.565h'nu)x:3 $ S13 60
Rennall Car(A'.'weeks({$xx x l weeN;)
Gaul fan Car Reiatall Chia-;:Dune,:
Per DmTn Lodg;nun3&Malatal(X vusnts(Sxxxidny)
A.rrfive(X mp s(,ra;Sxxx/trip)
Mxnrsc 1 Piruanung4 4 50 00
Total Expenses 1; 1,264
TOTAL FEE 39,322
c w„o m nwnr�x e,w ,uwxµd n. waiu^rxx rr>�,w �u monr,rarmwuacarre.DW u;acnr^an mew r Page 3 of 6
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Emergency Drainage Corrective Action Plan-Phase 1(12114.21)
Article Ca FDEP Drainage Wells Permit
Proj. Sr.Proj. Sr. Project Sr.CARD
WORK ITFM1Q Director Rlanager Engineer i Engineer Engineer Designer Tech Clerical TOTAL
1 I DI':PDran%igL%Vellt,Perrunut 212'.. It".r II"_ "fl 62.......
2 0
3 0',,
J 0
..... ...., ...., .,
5 0
6 0
TOTAL HOURS.
_ _.... ... ." ......... _ 4 ......... Ita !"� 1l .... GY .... 20 0 62...'...
,,,,,,,,,,,,,,,,, ?2ti.4 9�U $ 195.0dS $ 1�411 pCp $ 12:i oll $ 9o;',Y kl(1 $ S.r ClG $ 4o"I pMk $ `HI513ni .....
._..LABOR F;ST131.,®7"F; 5 ..4�4PY 5 ^,:i411 $ "?.:".4uN $ k.R7� S S $ 1'800 % 8296'....
Task Snhconsullants TOTAL LABOR ......................................g296
N-A $ ...
N'A S
$
$
TaotalSkubconsvuliainis S Suubconsuxiltams $ -
Expeinsac S 25.3
'ra%k Exnensese Cm.t I'lans Fee ToW S 8,549
lvtk-,.pge(.31.0 miles round trap i s,)$0 365:umu)x I trip IS 203 40
Rental Car(X weeks(ip'y$xxV%veek)
Gas for Car Rental On-Site
Per Dkent Lodging&14ical(X visits Q( Sxxx/day)
Anfam(%hips(st$xrx/trip)
Misc.,i Printing $ 50
....................................
TOTAL FEE S 8,549
u raWnaar uu�r,mara�k r,�ti va r�nResvrrcwuxi.w�� rr dw�nn�re a,rrar:vc¢uvam a amwau,irun.,Mni.a�Moi w,®r ��w.m�r�m seouesa ua�w Page of 6
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Emergency Drainage Corrective Action Plan-Phase 1(12114-21)
Article Di Advertising and Bidding Sen ices
Proj. Sr.Proj. Sr.�. Project Sr.CADD'.
N'ORKITE6i. Director Manager Engineer Engineer Engineer Designer 'Tech Clerical TOTAL
t Prepare for and aueund Ore Pre ZRd Conference 4 W t tP 0 4 28
2 Prepare responses to Uh/hsuL Aa derma 4 8 6 4 22....'.
3 Rcvmorns to Bias Draewunpgv 4 4 8 4 2U...''....
4 Review Bids for Re:^;I)rnumvcrue.^,s 2 8 8 4 22
5 Prepare a Boas T°:eV uNnon 2 2 2 6
6 Make Recomatruenaii6on for Award 2. "1 2 6
.,., r7
_��„TOTAL 4 1101IRS _... C .t u1 74 tl4.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,. 1U4
....., ...., ...,. _ ,_ ,,,,�__�_ _8, _
RATE: S :"?US.41a1 5 i!v,5 iltp S 34t1 tOry S i„____�1 t go un S S 8f,puu) S rbG 6a7 % isSlrn -
.._... ..,...., ,5 i^tly S 5,950 S 3,060 S .__l,2xr S_.. 11,490
Task Sullconsultants TOTAL LABOR S 1.1,490
NA S
N'A S
'l'gud subconmseuluwa� 5uubcantsunlourrm I$ .
(Expenses S 8l4
Task Eanen Cog P°uxs'Pee Towl $ 12,304
t kirlleapge(480 rnulm round rnpu(rce`I 5 565:au)x;3 S 811 67",
Rental Car(X weeks 44 Sxxa.lweelf)
Gas for Car Rental On sure',
Per Duetn Lodging&Med('X vruts @ Sxxx/day)
Awfare(X tripes C„ Sxm,atap)
disc/Pruntuurg
"l`oLai Expenses �$ R 14
TOTAL FEE 12,304
w res.,n Ma®�.v®u,iw�n�„^,n„aaw nwi,w,tiew nsrnrr,r. miw1l --mmi,aa,TPP0raraaMI¢aCnw1 it u,—,u uw,,iiym.Cr--4mr annnama'aa 11, Page 5of6
JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE
Monroe County
Airport:
Key West International Airport
Project:
Emergency Drainage Corrective Action Plan-Phase 1(12114-21)
Article :Post Des'n Construction and RPR Sen ices
Sr.Prol. Sr. Project Sr.CADD
WORK ITEM Manager. Engineer. Engineer; Engineer Dmigner Tech Clerical TOTAL
Prepare for and arwnd the Pre-Consteuchon to 4 14
Conference
.................
2 Pra.pare Consucmkion IsIgait Phan 2 4 6
............ ......... .........
3 Prepare reqfonses to RYIs 2 4 4 2 12
4 Review C'unsrreekor Submittals 2 6 a
5 [,,see Field IDtreowes 1 4 2 7
6 Prepirc Chainge Orders 2 4 6
.......................
7 Cuordirime and Ks,�,.w QA yesging 2 6 8
8 QATessing See Tierra South F Inittlic,Joe belovy
9 Provide Part I Kirm RPR Services See Perte I repnecring Development Inc below
10 Review Requests for Payment 2 4 2 8
-- .............-- .. ...............
I I Attend pirogress nrreeng�u (0) 0
........ ,,,,,,,,,
.
12 Paft=Final inspectson,'Prepam Punch List 10 J4 14
13 Review Close out Documents 21 6 2 10
14 Prepare and Submit Record Drawings 2 4 8 2 16
TOTAL HOURS 0 27 0 52 0 t4 16 109
$ -i20 W 'S I950t $ 14000 $ 123 00 S 9000, $ 85 00 S 9000 S 58 N)
PAVROLL"
12 5 S $ 4,680 $ S 1,260 S 926 12,1
.........E.................-3 ......... _L 33J
Task -5ulicon%altimes TOTAL LABOR 5 12,133
8 I'loya South Flonda S 2,950 00 (Dnp
9 Pctex Engirwering&Developrinem Inc RPR S 9,900 00 (DBE)
S
Total Subconsuharru S 1,21,850 N) subconsultalus S 12,850
E.perrscs i8111
Task E.iiensev. cast Phu Fee Twall S 25,797
Mileage(480 inifes rourind tnp 565/ini x 3 8 913 bo
Rental Cut(X weeks(4�Sxrx/%vcck)
Gas for Car Rental On-Sae
Per Dnam Lodgmg&MoM(X visits/�Sxxx,dayj
Airfivne(X trips @ SxxxAnp)
Nhet/I'Timing
TWnl Expenses w S
814
TOTAL FEE S 25,7917
Cm Page 6 of 6
t 'I',, e ra
mini% mre
H FLORIDA
June 21, 2013
Jacobs
3300 PGA Boulevard, Suite#780
Palm Beach Gardens, Florida 33410
Attention: Mr. Ryan A. Forney, P.E.
Senior Project Manager
e: Proposal for Bore Hole Permeability Tests
Key West International Airport
Monroe County, Florida
TSF Proposal o.: 1306-261
DearRyan:
As requested, Tierra South Florida, Inc. ( ) is pleased to submit this revised proposal for
the above-referenced project. The proposal is based on information provided by Jacobs. It is our
understanding that Bore Hole Permeability (BHP)tests by FDOT method will be required
SCOPEPROPOSED
As requested, we will perform a total of twelve (12) BHP tests in four test holes per FDOT
method as described in FDOT "Drainage Handbook Exfiltration Systems". BHP tests will be
performed at depths of 10 feet, 15 feet, and 20 feet in each test hole (i.e. three BHP tests in each
test hole). The BHP tests will be performed at the approximate locations provided or approved
by Jacobs. BHP test locations will be located in the field by Jacobs.
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 ( ) 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 1001/14 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.
BHP test results will be provided upon completion of the field work.
ESTIMATED FEES
It is proposed that the fee for the performance of the services outlined above is determined on a
unit price basis in accordance with the attached Fee Schedule and that the work be performed
Rare of fbild'a Pioff s.ou,ur�ar tl n drpd^en PAS ense#2807;3
Jacobs
TSF Proposal: 1306-261
Page 2
pursuant to TSF*s General Conditions enclosed herewith and incorporated into this proposal. On
the basis of the proposed quantities, it is estimated that the total fee will be approximately
$12,040.00.
Our estimate covers the work needed to present the results. Not included are reviews of
drawings, preparation of construction specifications, special conferences and any other work
requested after submittal of our report.
SCHEDULE AND AUTHORIZATION
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 2 to 3 days to complete. The results can be submitted in
about two weeks after completion of the field work.
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 contact
our office.
Respectfully submitted,
TIERRA TH FLORIDA,INC.
Raj rishnasamy, P.E.
President
Attachments: 1. TSF General Conditions
2. Fee Estimate
AUTHORIZED BY: INVOICE TO:
............................................................................................................ .......... .......................................................................................................
Name: Firm•
Title: Name:
Date: Address:
TIERRA SOUTH FLORIDA,INC.
UNIT RATE FEE SCHEDULE
Unq S&of Units Uivt Pace Tolai
L FIELD INVESTIGATION
Mobilization of Men and Equipment
Tnick-Mounted Equipment LS I $ 35000 S 350 00
Specialized AWMudbug LS 0 $ 72000 S Ono
Support Vehicle DAY 2 $ 15000 S 30000
Standard Penetration'Test Barings
(By Truck-Mounied E%JpvneroM
Land 0-50 ft depth L F, a 5 1200 $ 000
50-100 It depth L F 0 to 1400 S 000
Grwt-Seal BorWiafes
(By Truck-Mounted Equipment)
Land 0.50 ft depth L F 0 5 550 S 000
50-100 It depth I F 0 S 650 S 0.00
Casing
(By Truck,W unted Equipment)
Land 0,50 ft depth L F. 0 $ 700 $ 000
50-100 It depth L F 0 $ 850 $ 000
Double Ring Infidratlon Test Test 0 $ 5GO 00 S 000
Field PermeabOly I ests(FD,",11 T) Test 12 $ 65000 S 7,80000
Pavement Cares,Arq)het Each a $ too 00 S 000
Pavement Core Equipvnw t day a S too 00 $ 000
GPIR day I S 1500 DO $ 1,50000
L LABORATORYTESTING
V,sual Examnation,Shatify Per Hour 3 $ Ito 00 S 30000
NMural Mwslure Content Tests Test 0 S 1000 $ 000
Grain Size Analysis Ful Gradation Test 0 S 6500 $ 000
G goin-Sme Analysis $mgle Sieve Test 0 $ 3500 S 000
Organic Content Tests Test a $ 3500 5 000
Atterberg Limit Tests Test 0 S 7500 S 000
Liquid Limit Tests(Only) rest 0 $ 52 CIO S 000
Plastic LirWt.Tests(Only) Test 0 $ 3350 S 000
Laboratory CBR+Sampling Test 0 S 50000 $ 000
Grain-Size with Hydrometer Test a S 11500 5 0 CXJ
Proctor Test a)Modified Test 0 S 10800 $ 000
b)Standard Test 0 $ 102.00 S Goo
Bitumen Extraction Test 0 $ 15000 S 000
BturnerT Gradation Test Q $ 15000 $ 000
III ENGINEERINGICOORD NA'"ONIMANAGEMENT
Project Manager Hour 1 It '16500 $ 16500
Principal Engineer Hour 0 $ 15000 S 005
Senior Eng'neer Hour 0 $ 12500 $ 0 Go
Project Engineer Hour a S 10000 S 80000
Senior Techniman Hour 10 S 75 W S 75000
CARD Hour I $ 7500 S 75 0:0
Badgmg/tra,ryng limu 0 $ 6500 S 000
$ 12,040,00
Page 1 of 1
rierra
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September 16, 2013
Jacobs
3300 PGA Boulevard, Suite 780
Palm Beach Gardens, FL 33410
Attention: Mr. Ryan Forney, AIA
Subject: Proposal for Construction Material Testing Services
Key West International Airport(EY )
Emergency Drainage Corrective Action
Key West, Florida
TSF Proposal No. i 309-406
Dear Ryan:
TIERRA SOUTH ( ), Inc. is pleased to submit the proposal for providing
construction material testing services for the above referenced project in Key West„ Florida.
Our proposal is based on information provided to this office. We understand that the project in
general consists of two runs of 500 feet long exfiltration trenches. Nuclear density tests will be
taken per lift, Lipper 2 feet above water table. The following scope of services will be required at
this project:
• Density tests (using nuclear density methods) on backfill material, along with
representative Proctor test;
• Provide engineering technician for Gradation/Proctor pick-up
TSF will provide experienced technical personnel to perform the necessary testing and inspection
services in accordance with the project specifications. We propose to accomplish the scope of our
services on a lump sum basis in accordance with the attached rate schedule. TSF's fees will be
determined by the actual amount of technical time expended for this project and the amount of
laboratory testing performed.
TSF's laboratory and personnel fully comply with the standards of AST , ACI, AASTO,
RISC, AS and FAA standards. Our laboratory maintains CMEC and FDOT certification and
is staffed by experienced and certified field and laboratory personnel. In addition, we are
currently providing similar services in vicinity airports and are very familiar with the general site
conditions as well as the local construction practices.
�Mii'@ Y�M1M,MnAW,MMWeM'NW. IlilliMiMiMi10100 .min vax uum'ino x w arnum�FmmtMRu l min F 11MIm rvhh hm. 11.'.I amain mFhM m urvlN Irvmm'mr1YF.FrvvmMpmnmmlmiM Xll:'.ti'Ikf11 rvOMvxO......M:tlPNxrv'd
765 isrM� PAm,:w'V, S ulVll:. 10 ° W1117STPAIM. BEACH, FM.ORID ;MNr4'11
Rate rays Fkhffida Mls aft ,;owl M n;"'ka^en U eru,e#280"13
Key West International Airport
Emergency Drainage Corrective Action
TSF Proposal No. 1309-406
ESTIMATED COST
We proposed to accomplish the above services on a rate schedule basis using the attached rates
with a not to exceed amount of$2,950.
We appreciate the opportunity to offer our services for your project. Should you have any
questions or need additional information, do not hesitate to contact me at (561) 687-8536.
Res ctfully submitted,
Kesp t' "Y submitted,
TI RA SOUTH FLORIDA, INC.
1J F es
Th as, P.E.
rincipal
Attachments: Unit Fee Schedule
Key West International Airport
Emergency Drainage Corrective Action
TSF Proposal No. 1309-406
Fees Breakdown for
Construction Materials Testing Services
I Laboratory Testing Services
Moisture-Density(Modified Proctor Test), I test @$105.00/each $ 105.00
Aggregate Gradation Test, I test @$250.00/each $ 250.00
SUBTOTAL: $ 355.00
II Construction Services-Soil& Concrete Testing
Nuclear Density Tests, 24 hours @$65.00/each $ 1,560.00
Sample pick-up, 12 @$55.00/11OLir $ 660.00
SUBTOTAL: $2,220.00
III Construction Services Asphalt Inspection/Testing/Professional Services
Senior Engineer, P.E. 3 11OUrs @$125.00/hOLir $ 375.00
SUBTOTAL: $ 375.00
TOTAL CONSTRUCTION MATERIALS TESTING SERVICES: $2,950.00
°'r,'o
f
DEVELOPMENT, IN
September 11, 2013
r. Stephen D. Williams, Sr., P.E.
Jacobs
245 Riverside Avenue, Suite#300
Jacksonville, FL 32202
Key West International Airport—Phase I Emergency Drainage Improvements
Proposal for Resident Inspector Services
Dear Steve:
Perez Engineering & Development, Inc. has been requested to assist your staff and
County personnel with the construction phase services for Key West International Airport
Phase I Emergency Drainage Improvements. We shall provide a resident inspector who
is qualified to make interpretations, decisions, field computations, etc. and has knowledge
of testing requirements and procedures.
I —SCOPE OF SERVICES
1. Prepare for and attend a pre-construction meeting.
2. Check activities to ensure compliance with the plans and specifications. Inform
the County and Jacobs of any work that is non-compliant.
3. Ensure that all testing required by the specifications are a performed. Ensure that
all materials used are accompanied by the numerical test results or a certification
from the manufacturer that the material meets the applicable standards.
4. Ensure material tests are performed at the frequency stated in the specifications
and witness the tests as they are performed; as required.
5. Review the test reports and certifications for conformance with the specifications
and maintain a file for all reports and certifications.
6. Inform the County and Jacobs of deficiencies so corrections can be made and
retesting performed.
7. Document quantities of materials used on the project by actual field measurements
and computations in a field book.
8. Review pay request applications from the contractor.
9. We shall not have control over or charge of and shall not be responsible for
construction means, methods, techniques, sequences or procedures of construction
or for safety precautions and programs in connection with the work, since these
are solely the CONTRACTOR'S responsibility under the contract for
construction.
Key Nest Office:
1010 Kennedy Dr.Suite 201 •Key West,Florida 33040
tel:(305)293-9440 Fax:(305)296-0243
Mr. Stephen D.Williams,Sr.,P.E.
September 11, 2013
Page 2
10. We shall make every reasonable effort to ensure that the CONTRACTOR
completes the work in accordance with the current approved schedule and carries
out the work in accordance with the contract documents.
11. Prepare for and attend progress meetings on a bi-weekly basis.
12. Attend final inspection, create a punch list and attend follow up site visit to
confirm completion Of punch list items.
ITEM 2-INDEMNIFICATION
The CLIENT agrees, to the fullest extent permitted by law, to indemnify and hold
the Consultant harmless from any damage, liability, or cost (including reasonable
attorneys' fees) to the extent caused by the CLIENT's negligent acts, errors or
omissions and those of anyone whom the CLIENT is legally liable, and arising from
the project that is the Subject of this Agreement.
The Consultant agrees, to the fullest extent permitted by law, to indemnify and hold
the CLIENT harmless from any damage, liability, or cost (including reasonable
attorneys' fees) to the extent caused by the Consultants negligent acts, errors or
omissions in the performance of professional services under this Agreement.
ITEM 3-TERMINATION
The CLIENT, through written notice to Perez Engineering & Development, Inc.
may terminate this agreement in whole or in part (without cause) for the owner's
convenience. This agreement is not a guaranteed total fee. If such a termination
takes place, Perez Engineering & Development, Inc. will receive payment for all
work performed prior to receiving notice to cease work. Perez Engineering &
Development, Inc. will also be paid for any costs incurred in association with their
stopping work on the project.
ITEM 4—COMPENSATION
The services Summarized above shall be provided for a total lump sum fee of
$9,900. The construction contract length for this project is six(6)weeks.
If you have any questions or need additional information,please do not hesitate to
contact us.
Sincerely, CLIENT
Allen E. Perez, P.E. .................................
President Date