12/14-45 Drainage Reconstruction Phase 2 & 3r
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDER FORM
Effective Date
Client Project No.
Task Order No. 12/14 -45
Engineer Project No. E9Y16745
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: Drainage Reconstruction Phase 2 & 3 — EYW — PSO #45
Client authorizes Consultant to perform the 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 7 page(s).
Pricing
N/A Time and Expense per Agreement and Appendix B to the Agreement.
X Firm Fixed Price of $ 239,000.00
N/A Other (Describe):
Schedule
Services may commence on Execution
Services will cease by 365 days
Other
(SEAL)
File: MSTR APS — Monroe County
BOARD OF COUNTY COMMISSIONERS
OF MONROE COUNTY, FLORIDA
By
May(Wha
CONSULTANT•
J ACOBS :EMENT CO
By
Title AtAuar- ofpa&r n'.4�ot4 F✓�
CCU�TY AT i�C°�?EY
VE
Page 1 of 1
ASS J ,. u i � M ,L,i, EY
Exhibit A — (12114 -45)
Scope of Services
Monroe County Airports
Key West International Airport
Drainage Reconstruction Phase 2 & 3 — PSO #45
SCOPE OF WORK
Jacobs will provide project management, design, permitting and bid phase services for the
Drainage Reconstruction Phase 2 & 3 at the Key West International Airport (EYW).
BACKGROUND
As part of a previous task order, Jacobs prepared an Emergency Drainage Corrective Action Plan
for EYW to alleviate flooding on the airfield during storm events that were affected by tidal
conditions. In addition, Jacobs performed design and bid phase services for Drainage
Reconstruction Phase 1 which consisted of the construction of drainage improvements including
exfiltration trench on the west side of the airfield and the rehabilitation of existing drainage wells.
Part of the original scope of work in Phase 1 that was not constructed due to lack of available
funding was the construction of exfiltration trench on the east side of the airfield, re- grading of
turf along the taxiway shoulders, and the installation of backflow prevention devices in the
existing drainage wells. These items will be included in the bid documents for this project.
DESCRIPTION OF WORK
The additional scope of work included in this project consists of the following elements-
• Design of additional interconnecting drainage pipes on the airfield
• Design of a low berm along the perimeter fence as shown on the attached drawings.
• Design of injection drainage wells as shown on the attached drawings
Article A — 30% Design
The 30% design of the drainage reconstruction will be based on the previously prepared
corrective action plan. Additional tasks necessary to develop 30% construction drawings will be
completed as outlined below:
• Attend (1) project kick -off meeting with the Airport during this phase.
• Perform a topographic survey of the proposed improvement areas
• Perform a geotechnical investigation
• Perform due diligence to determine conceptual design for proposed drainage wells.
• Evaluate potential bid alternates and alternatives for the construction based on available
funding sources
• Develop the project construction schedule
• Develop the project construction costs
• Develop an outline of the technical specifications required
• Develop the Engineer's Report to 30% completion
• Perform preliminary hydraulic design for pumps and associated piping
• Develop the Construction Drawings including the following:
• Title Sheet (1 Sheet)
• General Plan (1 Sheet)
Page 1 of 7
• Notes and Summary of Quantities(1 Sheet)
• General Safety and Phasing Plan(1 Sheet)
• Detailed Safety and Phasing Plan(5 Sheets)
• Existing Conditions Plan (6 Sheets)
• Geotechnical Boring Logs and Location plan(1 Sheets)
• Preliminary Drainage Plans (6 Sheets)
• Additive Bid Plans (4 Sheets)
• Typical Sections (Pavement and Berm) (1 Sheet)
• Preliminary Drainage Details (2 Sheets)
• Preliminary Drainage Well Details (3 Sheets)
• Preliminary Pump Plans & Details (5 Sheets)
Conduct an in -house QA/QC review. 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.
Meet with Airport staff to review the 30% submittal.
Address 30% Review Comments
30% Design Deliverables
FAA: 2 half size copies of 30% plans, an outline of the technical specifications, and the
Preliminary Engineer's Report with cost estimate.
FDOT: 2 half size copies of 30% plans, an outline of the technical specifications, and the
Preliminary Engineer's Report with cost estimate.
County: 2 copies of the 30% plans (1 full size; 1 half size); an outline of the technical
specifications, and the Preliminary Engineer's Report with cost estimate.
Services for Article A will be provided under a lump sum basis.
Article B — 60% Design
The 60% design of the drainage reconstruction will be based on the 30% design submittal.
Additional tasks necessary to develop 60% construction drawings will be completed as outlined
below:
• Attend (1) project construction phasing meeting during this phase with the Airport,
project stakeholders and the ATCT.
• Attend a pre - application meeting with the SFWMD to discuss the project scope and
permit requirements.
• Coordinate with the electric utility to confirm the location and capacity of proposed
electrical service points.
• Develop a preliminary Construction Safety and Phasing Plan for review by the Airport
and FAA
• Update the project construction schedule
• Update the project construction costs
• Develop preliminary pavement design for reconstruction areas
Page 2 of 7
• Develop technical specifications to 60% completion and incorporate Monroe County
Front End documents
• Develop the Engineer's Report to 60% completion
• Update hydraulic design for pump and associated piping
• Perform preliminary structural design for drainage wetwell.
• Update the Construction Drawings including the following:
• Title Sheet (I Sheet)
• General Plan (1 Sheet)
• Notes and Summary of Quantities(1 Sheet)
• General Safety and Phasing Plan(1 Sheet)
• Detailed Safety and Phasing Plan(5 Sheet)
• Existing conditions plan (6 Sheets)
• Geotechnical boring logs and location plan(I Sheet)
• Grading and Drainage Plans (6 Sheets)
• Additive Bid Plans (4 Sheets)
• Typical Sections (Pavement and Berm) (1 Sheet)
• Drainage Details (2 Sheets)
• Drainage Well Details (3 Sheets)
• Pump Plans & Piping Details (5 Sheets)
• Erosion Control Plans and Details (6 Sheets)
• Electrical Plan (5 Sheets )
• Conduct an in -house QA/QC review. 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.
• Meet with Airport staff to review the 60% submittal.
• Address the 60% Review comments
60% Design Deliverables
FAA: 2 half size copies of 60% plans and a CD containing the drawings, project
manual and specifications, and Engineer's Report with cost estimate.
FDOT: 2 half size copies of plans; and a CD contianing the drawings, project manual and
specifications, and Engineer's Report with cost estimate.
County: 2 copies of plans (1 full size; 1 half size); 2 copies of project manual and
specifications; 2 copies of Engineer's Report with cost estimate.
Services for Article B will be provided under a lump sum basis.
Article C — 90% Design
Based on the review comments from Article B, the design of the draiange reconstruction will be
developed to 90% completion. Additional tasks necessary to develop 90% construction drawings
will be completed as outlined below:
• Attend (1) project design progress meeting during this phase
• Prepare and submit SFWMD permit application and respond to one (1) request for
additional information
Page 3 of 7
• Prepare and submit to SFWMD a Reasonable Assurance Report for the proposed
drainage wells.
• Finalize the Construction Safety and Phasing Plan based on Airport and FAA comments
• Submit at Part 7460 application through the FAA's OEAAA website.
• Update the project construction schedule
• Update the project construction costs
• Develop technical specifications to 90% completion and incorporate Monroe County
Front End documents
• Develop the Engineer's Report to 90% completion
• Finalize hydraulic design for pump and associated piping
• Finalize structural design for drainage wetwell.
• Update the Construction Drawings including the following:
• Title Sheet (1 Sheet)
• General Plan (1 Sheet)
• Notes and Summary of Quantities(1 Sheet)
• General Safety and Phasing Plan(1 Sheet)
• Detailed Safety and Phasing Plan(5 Sheet)
• Existing conditions plan (6 Sheets)
• Geotechnical boring logs and location plan(1 Sheet)
• Grading and Drainage Plans (6 Sheets)
• Additive Bid Plans (4 Sheets)
• Typical Sections (Pavement and Berm) (1 Sheet)
• Drainage Details (3 Sheets)
• Drainage Well Details (3 Sheets)
• Pump Plans & Piping Details (5 Sheets)
• Erosion Control Plans and Details (6 Sheets)
• Electrical Plan (5 Sheets )
• Electrical Details (3 Sheets)
• Conduct an in -house QA/QC review. 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.
• Meet with Airport staff to review the 90% submittal.
• Address the 90% Review comments
90% Design Deliverables
FAA: 2 half size copies of 90% plans and a CD containing the drawings, project
manual and specifications, and Engineer's Report with cost estimate.
FDOT: 2 half size copies of plans; and a CD contianing the drawings, project manual and
specifications, and Engineer's Report with cost estimate.
County: 2 copies of plans (1 full size; 1 half size); 2 copies of project manual and
specifications; 2 copies of Engineer's Report with cost estimate.
Services for Article C will be provided under a lump sum basis.
Page 4 of 7
Article D —100% Design
Based on the review comments and any permit requirements from Article C, the design of the
drainage reconstruction will be developed to 100% completion. Additional tasks necessary to
develop 100% construction documents will be completed as outlined below:
• Finalize the Construction Drawings including the following:
o Title Sheet (1)
• General Plan (1)
• Notes and Summary of Quantities(1)
• General Safety and Phasing Plan(1)
• Detailed Safety and Phasing Plan(5)
• Existing conditions plan (1)
• Geotechnical boring logs and location plan(1)
• Grading and Drainage Plans (6 Sheets)
• Additive Bid Plans (4 Sheets)
• Typical Sections (Pavement and Berm) (1 Sheet)
• Drainage Details (3 Sheets)
• Drainage Well Details (3 Sheets)
• Pump & Piping Details (1 Sheet)
• Erosion Control Plans and Details (6 Sheets)
• Electrical Plan (4 Sheets )
• Electrical Details (2 Sheets)
• Finalize the project construction schedule
• Finalize the project construction costs
• Finalize the technical specifications and front end documents to 100% completion
• Finalize the Engineer's Report
• Participate in a Safety Risk Management (SRM) meeting with the Airport regarding the
project safety and phasing.
• 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.
100% Design Deliverables
FAA: 2 half size copies of Final Plans and a CD containing the drawings, project
manual and specifications, and Final Engineer's Report with cost estimate.
County: 2 copies of plans (1 full size; 1 half size); 2 copies of project manual and
specifications; 2 copies of Engineer's Report with costs estimate, CD containing
Final Drawings and Project Manual for bidding purposes.
Services for Article D will be provided under a lump sum basis.
Article E — Bid Phase Services
Upon completion of the construction documents and at the request of the Airport, Jacobs will
prepare the project documents for bidding. Jacobs will perform bidding support services, the
following terms will apply:
Page 5 of 7
A. The County appoints Jacobs as its Agent, and Jacobs accepts such
appointment to perform bid/procurement services on the County's behalf
in connection with the project.
B. Such services shall be performed under the County's direction and in
accordance to such forms, terms and conditions, or modifications or
revisions to same as the County may in its sole discretion at any time
instruct Jacobs to use. All services shall be carried out in accordance
with the procedures mutually agreed upon by the County and Jacobs.
C. Jacobs shall not have authority to accept or bind the County in any way
to changes, modifications, revisions, alterations, amendments, or
supplemental, additional, or different terms and conditions (hereinafter
referred to as "deviations ") which may be submitted or requested by a
vendor or contractor. Jacobs shall immediately submit any deviations
from the County's standard terms and conditions to the County for
review by the County's Purchasing Manager or their representative and
such deviations shall not be accepted by Jacobs unless Jacobs receives
express written approval thereof from the County's Project and/or
Purchasing Manager or their representative.
D. All documents issued by Jacobs hereunder shall be signed by Jacobs for
the County if so directed. The ownership and title of all items purchased
hereunder shall pass directly from the selling party to the County, and
Jacobs shall at no time be a party to such transaction other than as agent
of the County. The County shall have the unilateral right to have the
commitment authority of Jacobs, its employee or this limited agency
authorization in its entirety revoked and cancelled at any time, with or
without cause. The County shall be obligated directly to the selling party
for all payments for materials, equipment, supplies and services procured
hereunder.
E. The County shall hold Jacobs and its employees harmless from any
claims, suits or liabilities arising out of any breach or other failure of
performance by any contractor, vendor or supplier under any contract or
purchase order issued by Jacobs hereunder.
The following task will be performed as part of the bid phase services:
• Coordinate with the County Purchasing Department and the Airport to advertise for bids.
• Coordinate with the County to provide electronic copies of the bid documents to
prospective bidders
• Prepare for and attend a project pre -bid conference
• Prepare responses to address requests for information from prospective bidders
• Prepare and coordinate the issuing one (1) addendum with the County purchasing
department.
• Revise bid documents as necessary for the addendum
• Review bids for responsiveness
• Prepare a bid tabulation
• Make a recommendation for award based on review of the bid information submitted.
Page 6 of 7
ASSUMPTIONS
1. The design will be in accordance with the most current FAA -AIP Advisory Circular
listing dated February 11, 2015.
2. It is assumed that the electrical service point for the injection well on the east side of the
airfield will be the electrical service for the existing pump station in that vicinity and that
this service location has sufficient capacity to accommodate the pump station.
3. It is assumed that the electrical service point for the injection well on the west side of the
airfield will be in the vicinity of the existing hangar development and that this service
location has sufficient capacity to accommodate the pump station.
4. DEP and ACOE permits are not required based on the current scope of the project.
5. The assumed location of the existing underground utilities in the vicinity of the project
will be based on existing EYW Utility Drawings by URS. Subsurface Utility
Engineering is not included in the scope
6. Services not included in our scope of work include, but are not limited to, the following:
• Construction phase services.
• Resident project representative services
• Special services not specifically listed above
• Other services not described in our scope of work.
PROJECT SCHEDULE:
The tentative project schedule from the Notice to Proceed date will be as follows:
Article A - 30% Design 90 days
Article B — 60% Design 60 days
Article C — 90% Design 60 days
Article D — 100% Design 30 days
Article E — Bid Phase Services To be coordinated with County Purchasing Department
Page 7 of 7
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JACOBS ENGINEERING GROUP
Airport
project:
Monroe County
Key West international Airport
Drainage Reconstruction Phase 2 & 3 (Design and Bidding)
JOB HOUR AND FEE ESTIMATE
Article D:
IOU'-'. Desi.n
Subconsultants
S -
Expenses
S 2.140
Cost Plus Fee Total
S 20.562
FT
Proj.
Sr. Prot'
Sr-
Prsjed.,.
,.
Sr. C.4DD
WORK ITE%l
Director
61ana er
E "ncer
E
Designer
Tech
Clerical
TOTAL
Participate in Safty Risk Management meeting with
1
12
24
1
the Airport
Finalize Technical Specifications and Front End
2
g
to
2
Documents
3
Finalize Project Construction Schedule
2
2
4
4
Finalize Engineer's Report
2
4
4
4
14
5
Finalize construction quantities and cost estimate
2
2
4
1
8
6
Prepare the following plans
a.
Title Sheet (I Sheet)
2
2
1
b.
General Plan (! Sheol
c.
Votes and Summary of Quantities (1 Sheet)
2
2
d.
General Phasing and Safety Plan (1 Sheet)
2
2
4
e.
Detailed Phasing and Safety Plan (5 Sheets)
4
4
8
E
Existing Conditions H Sheet)
2
2
4
g.
Geotechnical locations and bore logs ( I Sheet)
2
2
h.
Grading and Drainage Plans (6 Sheets)
4
4
8
16
Incorporate Phase I Elements as Bid Alternates (4
2
2
4
Sheets)
4
j.
Typical Sections i l Sheet)
-
-
IL
Drainage Details (2 Sheets)
4
4
8
1.
Drainage Well Details (3 Sheets)
4
4
8
m.
Pump & Piping Details (5 Sheets)
4
6
10
o.
Erosion Control Plans (6 Sheets)
2
4
6
o.
Electrical Plan l5 Sheets)
8
4
12
p.
Electrical Details 13 Sheets)
6
2
8
7
QMQC
4
4
TOTAL HOURS
34
4 40
12
56
0 164
RATE
.00
S 220
E:t
S 140.0
S 123.00
S 90.00
S 85.00
S 90.00
S 58.00
--
I ROLL ESTISIATE
S
S 4
S 492
S 3 ,600
S 1.020
S 5.040
S -
S 18.422
S
S
S -
Task Expenses:
I Rental Car (2 visits a $80/visit) S 160
1 Gas for Car Rental On -Site (2 visits) = S t00
TOTAL PAYROLL
S 18,422
Subconsultants
S -
Expenses
S 2.140
Cost Plus Fee Total
S 20.562
1 Lodging (2 visits a S240ivisit) S 480
t Airfare (2 visits a S700ivisit) S 1.400
Total Expenses S 2,140
JACOBS ENGINEERING GROUP
Airport:
Project:
Monroe County
Kay 1Neat International Airport
Om—ge Reconstruction Phase 2 & 3 (Design and Bidding)
JOB HOUR AND FEE ESTIMATE
Artide B:
W% Ile —
1.14 Rental Car (_ 11.114 r S80rvlad)
S
160
614 Gas fm Car Renal On -Site 0 visits) =
S
100
1.14 lodging (2 risiv,(§ S240: visit)
$
480
1.14 Airfare (_ vists * S70o:v SI0
Roy
Sr. hoj.
Sr.
Prajed
80
2 Gaston Rmt3ICar(IMPi - J.SI(X)
Sr. C.ADD
100
Total Espm—
S
WORT rlrLr4
Dke—
M-.0 r
Eaghreer
F eiaecr
F-0— eer
Dew er
Teel
Chid
TOLLL
P-cpare fa and d0md me (t) Project nakeholder
y
R
I
meeting with Airoon and ATCT
Prepare ten and attend a preapPlimtim meeting with
y
8
2
SFVWD
3
Coordinate with dodaic dility m service lomtions
4
8
Develop Preliminary Con asin
Construction Safety and Phg.5
g
26
4
Plan fa review by Airport and FAA
1
5
Develop paveinen design far reconstntction arms
Develop 60°6 Tedtoical Spraifications and Front End
__
6
Docum®ts
7
Update Project Construction Schedule
_
6
8
Develop Engineers Eldon to 50 % completion
16
8
28
Update construcam quantities and east csturute for
y
g
12
9
60% dacmnmts
Verify hydraulic desist fa purnp and assaiated
;
g
In
PiPmg
Perform preliminary structural design fm drainage
y
g
16
1 l
wawells
12
Prepare the following Plans
rl
Title Sheet (1 Short)
-
J
b.
General Plan (l Short)
-
-
1
e.
Notes and Summary ofQu nu.(I Sheet)
_
4
6
d
General Phasing and Safery Plan (1 Shea)
4
4
12
e.
Detailed Phasing and Satiety Plan (6 Sheets)
8
I'_
E
E fisting Conditions (j Shea)
-
4
g.
Gmtechniml Iona —and bare logs (I Shat)
b.
Grading and Drainage Plans (6 Sheers)
y
16
24
48
IncorPomte Phase 1 hlaomts as Bid Alianatm(4
y
g
Ili
Sheds)
j.
iypiral 3ations 0 Shed)
-
1
n
D,—g, Details (2 Shots)
4
8
12
I.
Drainage well Ddads 0 Sheets)
1
l6
rn.
Ptanp & Piping Daunts (5 Sheets)
16
o.
Ermine Control Pietas (Elb—)
a
8
(,
o.
Electrical Plan (5 Shin
'_4
64
13
QAQC
5
_
14
Revtew mating with O
S
8
15
Address 60 % Renew
4
1
8
1
TOTAL HOURS
6 3'
86
0 11
18
138
0 424
RAtE
S "0.00
S 195.00
5 140.00
5 123 -00
S 90.00
5 85.00
S 90.00
PAYROLL ESTRHATE
S 1.3=0
S 640
S I'_.040
S -
5 10?69
5 4.080
S 1'_.4'1
5
S -
L" Emenses:
1.14 Rental Car (_ 11.114 r S80rvlad)
S
160
614 Gas fm Car Renal On -Site 0 visits) =
S
100
1.14 lodging (2 risiv,(§ S240: visit)
$
480
1.14 Airfare (_ vists * S70o:v SI0
S
1.400
2 Remai Car (I trip 'A SWIriPs)
5
80
2 Gaston Rmt3ICar(IMPi - J.SI(X)
5
100
Total Espm—
S
_320
TOTAL PAYROLL S 46JO
Subcousultants S -
Etpensm S 2.320
Cost Pius Fa Total S 48.680
JACOBS ENGINEERING GROUP
Anpert:
Pr iect
Monroe County
Key West International Airport
Drainage Reconstruction Phase 2 & 3 (Design and Bidding)
JOB HOUR AND FEE ESTIMATE
4rtidu A:
9u ^ DIY ie It
TOTAL PAYROLL
S
33,770
Avvom & A—i lets
S 25,610
Tterra South Florida
S 10,000
Prot.
Sr. Proj.
Sr.
Project
Subconsultmts
S
Sr. C-ADD
S 69.310
Exp—
WO))()L"Widi
Director
6fatu ^er
Cost Pius Fee Total
Evpocec
106,290
Tech
Ckrical
TOT.41.
Prepare for and anmd one (1) project design kick -off
1,13 Rental Car (3 vises 'g, S801"it)
8
12
1,13 Gas for Car Rental On -Sae (3 visas) =
S 150
20
I
counting
S 720
2
Pertorm Topographic Survey
Sulwmsuilaut Avuuw &. —iaro
0
3
Perform Geotahniral lit —ugamu
Subcoosultaot Tierra South Fonda
4
Perform Due Diligence Regarding Drainage Wells
Sub —Runt AECOM
0
5
Evaluate Potemml Bid Alranauves
4
8
12
6
Develop outline of Teelmuai SpwfiC tfons
4
8
12
7
Develop Pmjem Coastruatmn SChednle
8
8
Develop Pretiminary Engineer's Report to 30%
8
16
4
28
8
completion
Develop waunuawn yuanutim and cost mumate for
4
g
;
16
9
3n% driL m
P erform hydroub, design far pump and assoicated
24
24
10
Piping
11
Prtpare the following plaru
2
2
a.
Title Shea (1 Shea)
b.
General Plan (1 Sheaf
2
4
6
e
Notes and Summany of Quamms f l Sheet)
2
4
6
d.
General Phasing amd Safety Plan (I Sheet)
4
4
8
Deeaded Phmmg and Safety FlFla (6 Sheets)
4
4
4
12
E L
Existing Conditwns 16 Sheer)
4
4
4
12
Gwta:hmcal local— and bore togs (1 Shunt)
2
2
4
h.
Preliminary Drainage Plans (6 Sheet,)
4
8
12
Inwrpomtc Pbase 1 EI—b as Bid Al —1. (4
4
Sheets)
j.
Typical Seclwns (I Shunt)
4
4
8
k.
Pre in wary Drainage Daails (2 Sheers)
8
8
16
L
Prinary Drainage Well Daails (3 Sheds)
elim
8
16
24
m.
Pre)imm Pinup Pp Statmn Pl & Details l5 Shea:i
6
IU
16
12
QA QC
6
6
12
13
R,,,— meamg with Owner
8
8
14
Add— 30 %Review Comments
6
4
8
l8
TOTAL HOURS
6 22
76
U 90
24
82
0 300
RATE
S 220.00
S 195.00
S 140.00
S 123.0
S 90.00
S 85.00
S 90.0
S 58.0
PAYROLL ESTIMATE
S 1120
15 4290
S 10,640
S
- S 8,1(10
S 2.040
S 7,380
15 -13,
33,?70
1.13 Airfare 3 —1u; d: S70Nvisa) S 2.10
m p S 3 l0
TOTAL PAYROLL
S
33,770
Avvom & A—i lets
S 25,610
Tterra South Florida
S 10,000
AECOM
S 33,700
Subconsultmts
S
69.3110
S 69.310
Exp—
S
3210
Cost Pius Fee Total
S
106,290
Task Ememn:
1,13 Rental Car (3 vises 'g, S801"it)
S 240
1,13 Gas for Car Rental On -Sae (3 visas) =
S 150
1,13 Lodging (3 visas'! S240/v6a)
S 720
1.13 Airfare 3 —1u; d: S70Nvisa) S 2.10
m p S 3 l0
JACOBS ENGINEERING GROUP
Airport:
Project:
Monroe County
Key Nest Intematlonal Airport
Drainage Reconstruction Phase 2 S 3 (Design and Bidding)
JOB HOUR AND FEE ESTIMATE
TOTAL PAYROLL S 42.470
5 -
S
S
Task Emeo
1.13 Rental Car (z visits C S80'r'isit) S 160
1.13 Gas for Car Rental On- Site (- sia a) = S 100
Subcomsultmts S -
Etpeases S 2 2.140
Cost Plus Fee Twat S 44.610
I,13 its Lodging(= vis 5"I.%7t)) S 180
1.13 Abthre ( visits m S'W viap S 1.100
'i u •muses S 1-140
Pry
Sr. Rej.
1r.
Project
G. CARD
WORK UILM
Dhm
Eaysm
4 ' ea
Teel
Clerical
T(YTAL.
1
Prepare for and anand.me (1) project design meeung
8
8
2
Prepare and submit the SFWMD permit application
3 _
8
44
Prepare and submit m SF WMD a Reasmahle
Subconsuhanp
3
.Asswence
Report for the proposed drainage wells
Finalize Construction Safay and Phasing Plan and
g
;
14
4
submit 7 460 through OEAAA website
dcsl Specifications and From End
Develop 90°6 Tami
1
16
20
3
Documents
2
6
Update Project Construction Schedule
-
7
Des'dop Engineer's Report to 90°6 completion
_
16
I6
34
Update construchw quantities and cost estimate for
1
;
8
8
90 °6 Jocmnemts
Furahze h)draWic design for Pump and associated
1
4
9
Pip g
10
Finalize structural design for drainage wmrells
4
4
8
I I
Prepare the fbllowmg Plans
4
a.
Title Sheet (I Sheol
-
-
3
6
b.
Gmeml Plan I I Shea)
_
e.
Notes and Summa o Quanuties (I Shea)
Summary
-
1
b
d.
Gemeral Phasing and Sofa) Plan (I Shea)
1
3
8
e.
Detailed Phasing and Safety Plan (S Sheets)
1
8
12
i
L
Euswog Condiums (I Shat)
-
g
Gaotechniwl locations and bore Logs (t Shea)
-
-
1
h.
Grading and Drainage Plans (6 Sheets)
4
16
,
44
.
Incoriv -'t Phase l Elements as Bid:Utemates (4
;
4
8
Sheets)
4
j.
Typical Sections (1 Shat)
k.
arls(Sbeetsl
Dramage Da 2 -
4
3
8
1.
Drainage W'etl Derails (3 Sheets)
S
8
16
m
Pump & Piping Details (5 Sheets)
6
I
IS
3
6
o.
Erosion Con- —16 Sheds)
-
o.
Electrical Plan (5 Sheers)
'_0
_0
JO
p.
Electrical DetaiLs (3 Sheets)
�4
16
J0
11-
QAQ('
;
1
6
13
Review meeting with Owner
8
B
14
Address 911 °a Review Comments
3
3
g
16
TOT.. -U. HOURS
4 22
74
0 1'_6
38
L'8
0 402
RATE
S '
5 195.00
5 140.W
S 1_ 00
S 90.00
S 85.00
S 90.00
S 58.00
--
PAYROLL ESTLMATE
S 880
S ;'9U
5 10.360
S
- 5 11.340
S 3,080
S 71,5
S
- S 42.470
TOTAL PAYROLL S 42.470
5 -
S
S
Task Emeo
1.13 Rental Car (z visits C S80'r'isit) S 160
1.13 Gas for Car Rental On- Site (- sia a) = S 100
Subcomsultmts S -
Etpeases S 2 2.140
Cost Plus Fee Twat S 44.610
I,13 its Lodging(= vis 5"I.%7t)) S 180
1.13 Abthre ( visits m S'W viap S 1.100
'i u •muses S 1-140
JACOBS ENGINEERING GROUP
Airport:
Proj ect:
Monroe County
Key West International Airport
Drainage Reconstruction Phase 2 8: 3 (Design and Bidding)
JOB HOUR AND FEE ESTIMATE
TOTAL PAYROLL S 16.626
Subconsultants S -
Expcnses S 2,010
Cost Plus Fee Total S 18,636
Task Expenses:
2 Rental Car (I visit A S80ivisit) S 80
Gas for Car Rental On -Site (1 visit) $ 50
2 Lodging (2 visits g 5240 /visit) S 480
2 Airfare (2 visits d S700rvisit) S (,400
Total xpenses S 2,010
WORK ffEm _... _.
Proj.
Director
Se. Proj.
Manager
Sr.
Engineer
Project
Engineer
Engineer
Designer
Sr. CADD
Tecb
Clerical
TOTAL. '
I
Coordinate bid ads cruscment and posting ofbid
documents with the County
5
16
2
Prepare for and attend the Pre -Bid Conference
I-
-
4
28
3
Prepare responses to RFIs, Issue Addenda
a
15
1
40
4
Revisions to Bid Drawings
a
8
S
4
32
Review Bids for Responsiveness
1
4
8
6
Prepare a Bid Tabulation
a
6
10
7
Make Recommmendation for Award
2
2
4
TOTAL HOURS
0
38
12
0
36
0
d3O
12
138
RATE
S 220.00
S 195.00
S 140.00
S 123.00
S 90.00
S 85.00
S
5 58.00
- --
PAYROLL ESTIMATE
S -
S 7,410
S 1,680
$ -
S 3,240
S -
$S
S 696
S 16 ,626
TOTAL PAYROLL S 16.626
Subconsultants S -
Expcnses S 2,010
Cost Plus Fee Total S 18,636
Task Expenses:
2 Rental Car (I visit A S80ivisit) S 80
Gas for Car Rental On -Site (1 visit) $ 50
2 Lodging (2 visits g 5240 /visit) S 480
2 Airfare (2 visits d S700rvisit) S (,400
Total xpenses S 2,010