12/15-07 Exfiltration Trench & Pond Mod.KEVIN MADOK, CPA
MONROE COUN'T'Y CLERK OF THE CIRCUIT COURT & COMPTROLLER
DATE: May 26, 2017
TO: Beth Leto ila email
Airport Business Manager
FROM: Pamela G. HancoC.
SUBJECT: May 17di BUCC Meeting
Enclosed is a duplicate original of C9, Jacobs Project Management Co.'s Task Order No. 12/15-
07 for the Marathon Airport Exfiltration Trench and Pond Modification PSO# 7 in the amount of
$130,284.00 to be funded by FDOT Grant No. AQE35 (80 %), and Marathon Operating Fund 403 (20 %),
for your handling.
Should you have any questions, please lcel free to contact me at ext. 3130. 'Thank you.
cc: County Attorney rla e- r11ai7
Finance ila eanail
File
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDER FORM
Effective Date n &-ate Ctt4 n Task Order No. 12/15 -07
3 - 1��3 5 53044
Client Project No. G �$ _ ®31 O Engineer Project No E9Y37907
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 February 15, 2017 ( "Agreement "). The
Agreement is incorporated herein and forms an integral part of this Task Order.
Services Authorized — MTH Exfiltration Trench and Pond Modification
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 6 page(s).
Pricing
N/A Time and Expense per Agreement and Appendix B to the Agreement.
X Firm Fixed Price of $ 130,284.00
N/A Other (Describe):
J. MERC,ADO
BOARD OF COUNTY COMMISSIONERS
OF MONROE COUNTY, FLORIDA
By Z 2 6023r n � : Z4
MayorThairman
JACOBS PROJECT MANAGEMENT CO
By
Title L
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4 `�
File: MSTR APS —Monroe County
Page 1 of 1
Schedule
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J. MERC,ADO
BOARD OF COUNTY COMMISSIONERS
OF MONROE COUNTY, FLORIDA
By Z 2 6023r n � : Z4
MayorThairman
JACOBS PROJECT MANAGEMENT CO
By
Title L
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4 `�
File: MSTR APS —Monroe County
Page 1 of 1
Exhibit A — Scope of Work (12/15 -07)
Monroe County
The Florida Keys Marathon International Airport
Exfiltration Trench and Pond Modifications
SCOPE OF WORK
The Florida Department of Transportation (FDOT) maintains two (2) dry detention ponds on
Airport property at the Florida Keys Marathon International Airport (MTH) that treat runoff from
Overseas Highway (US 1). One pond is located on the west end of the Airport and the other on
the east end of the Airport. The FDOT ponds are located within easements granted to the
FDOT by Monroe County, the owner and operator of MTH. Jacobs recently completed a study
evaluating three options to reduce or eliminate the footprint of the pond on the west end of the
Airport. Reducing or eliminating the footprint of this pond would free up land to become
available for aviation - related development. After evaluation of the three options, the
recommended option included reducing the west pond size along with the installation of a new
exfiltration trench. The exfiltration trench will serve as new outfall location for stormwater runoff
thus allowing the west pond size to be reduced. Jacobs will provide professional services to
develop construction plans for the implementation of this recommended option.
ARTICLE A — DATA COLLECTION
1. Jacobs will coordinate with the survey subconsultant to obtain the required existing
topographical survey information. This information is further defined below and in the
survey subconsultant's scope attached with this document.
2. Jacobs will coordinate with the geotechnical subconsultant to obtain the required
geotechnical information. This includes soil borings and soil infiltration tests. This
information is further defined below and in the geotechnical subconsultant's scope attached
with this document.
3. Perform a detailed survey that will consist of obtaining existing topographic survey of the
existing pond, adjacent pond basin, and existing drainage outfall system.
4. Perform geotechnical analysis consisting of the following:
A. Provide four (4) Standard Penetration Test (SPT) borings to a depth of 15 feet.
B. Perform three (3) Constant Head Tests to a depth of 15 feet.
C. Perform one (1) double -ring infiltrometer (DR[) test.
D. Provide groundwater elevation at each soil boring location.
E. Provide calculated values for porosity, permeability, and hydraulic conductivity.
F. Provide geotechnical report providing soil descriptions, boring logs, and all test
results.
Services for Article A will be provided under a lump sum basis.
Page i of 6
ARTICLE B — 50% Design
The 50% design package will be based on the previously prepared study of pond size options
noted above. Additional tasks necessary to develop 50% construction drawings will be
completed as follows:
1. Develop an outline of specifications.
2. Develop the Engineer's Report to 50% completion.
3. Develop the construction drawings to include the following:
- Cover
- Sheet Index
- General Notes
- Project Layout
- Part 77 Contours and Safety Details
- Phasing and Erosion Control
- Existing Conditions and Survey Control
- Soil Borings
- Geometry Plan - West Pond
- Geometry Plan - Exfiltration Trench
4. Based on the information obtained in Article A, Jacobs will perform stormwater modeling
calculations to determine the size of the reduced west pond and the length of exfiltration
trench required.
5. Jacobs will prepare a rough order of magnitude cost estimate for the construction of the
exfiltration trench, related infrastructure improvements, and the reduction in footprint of the
west pond.
6. Jacobs will meet with FDOT and attend a pre - application meeting with the South Florida
Water Management District (SFWMD) separately to review the 50% submittal package and
incorporate any comments or feedback in the next design submittal.
7. 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.
8. Meet with Airport staff to review the 50% submittal.
9. Address the 50% review comments.
50% Design Deliverables
FDOT: 2 half size copies of 50% plans, an outline of the technical specifications,
and the Preliminary Engineer's Report with cost estimate.
Page 2 of 6
County: 2 copies of the 50% 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 B will be provided under a lump sum basis.
ARTICLE C — 90% Design
The 90% design package will be based on the 50% design submittal package. Additional tasks
necessary to develop 90% construction drawings will be completed as follows:
1. Develop 90% technical specifications.
2. Incorporate County 'front-end' specifications in to Project Manual
3. Develop the Engineer's Report to 90% completion.
4. Develop the Cost Estimate for 90% completion.
5. Develop and submit a Construction Safety and Phasing Plan (CSPP) to FAA.
6. Develop and submit a 7460 form and exhibit to FAA.
7. Develop the construction drawings to include the following:
- Cover
- Sheet Index
- Summary of Quantities
- General Notes
- Project Layout
- Part 77 Contours and Safety Details
- Phasing and Erosion Control
- Existing Conditions and Survey Control
- Soil Borings
- Geometry Plan - West Pond
- Geometry Plan - Exfiltration Trench
- Grading Plan — West Pond
- Grading Plan — Geometry Plan
- Cross Sections — West Pond
- Drainage Details
- Erosion Control Details
8. Jacobs will finalize the stormwater modeling calculations, the size of the reduced west pond,
and the length of exfiltration trench required.
9. Submit the 90% review package to FDOT and the permit application package to SFWMD
and incorporate any comments or feedback in the next design submittal.
10. Conduct and 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.
Page 3 of 6
90% Desion Deliverables
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.
ARTICLE D — Final Design
The final design package will be based on the 90% design submittal package. Additional tasks
necessary to develop final construction drawings will be completed as follows:
1. Finalize the technical specifications.
2. Finalize County 'front-end' specifications in the Project Manual
3. Finalize the Engineer's Report
4. Finalize the Cost Estimate
5. Finalize the construction drawings:
- Cover
- Sheet Index
- Summary of Quantities
- General Notes
- Project Layout
- Part 77 Contours and Safety Details
- Phasing and Erosion Control
- Existing Conditions and Survey Control
- Soil Borings
- Geometry Plan - West Pond
- Geometry Plan - Exfiltration Trench
- Grading Plan — West Pond
- Grading Plan — Geometry Plan
- Cross Sections —West Pond
- Drainage Details
- Erosion Control Details
6. Based on the information obtained in Article C, Jacobs will finalize the stormwater modeling
calculations and finalize the size of the reduced west pond and the length of exfiltration
trench required.
7. Conduct and 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.
Page 4 of 6
Final Design Deliverables
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 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:
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
Page 5 of 6
performance by any contractor, vendor or supplier under any contract or
purchase order issued by Jacobs hereunder.
The following tasks will be performed as part of the bid phase services:
1. Coordinate with the County Purchasing Department and the Airport to advertise for
bids and provide electronic copies of the bid documents to the County.
2. Prepare for and attend a project pre -bid conference
3. Prepare responses to address requests for information from prospective bidders
4. Prepare and coordinate the issuing of two (2) addenda with the County purchasing
department and revise bid documents as necessary for the addenda.
5. Review bids for responsiveness and prepare a bid tabulation
6. Prepare an award recommendation letter based on review of the bid information
submitted and available funding.
7. Prepare conformed contract documents.
8. Prepare construction contract.
ASSUMPTIONS
■ The design will be in accordance with the most current FAA -AIP Advisory Circular listing
dated February 11, 2015.
■ DEP and ACOE permits are not required based on the current scope of the project.
■ Services not included in our scope of work include, but are not limited to, the following:
- Construction phase services (Construction phase services will be
included as part of a separate purchase order.)
- Escort services for the surveyor and geotechnical consultant
- Special services not listed above.
- Other services not described in our scope of work.
PROJECT SCHEDULE:
The tentative complete project schedule is as follows:
Item Duration (Calendar Days
Article A - Data Collection 30
Article B - 50% Design 60
Article C - 90% Design 60
Article D - Final Design 30
Article E - Bidding To be coordinated with County Purchasing Department
Page 6 of 6
JACOBS ENGINEERING GROUP
Monroe County
Airport:
The Florida Keys Marathon International Airport
Project:
Exfiltration Trench and Pond Modifications (12115 -07)
FEE SUMMARY
BASIC SERVICES
Article A: Data Collection
Hours Fee
32 $ 32,515
Article B: 50% Design
Article C: 90% Design
Article D: Final Design
296 $ 40,493
310 $ 35,938
76 $ 8,048
Article E: Bidding Phase Services 68 $ 13,290
TOTAL BASIC SERVICES LUMP SUM PROJECT FEE 120 $ 130,284
JACOBS ENGINEERING GROUP
Monroe County
Airport:
The Florida Keys Marathon International Airport
Project
ExHitration Trench and Pond Modifications (12115-07)
Article A: Data Collection
JOB HOUR AND FEE ESTIMATE
Task Subconsultants
Marrs (Geotechnical Subconsultant). S 10,480
Avirmn (Survey Subconsultant): $ 16,841
Total Subconsuttants: S 27,321
YjLLk Emenses:
TOTAL PAYROLL $ 3,280
Subconsultants S 27,321
Expenses S 1,914
Lump Sum Fee Total S 32,515
I
TOTAL F�EFS 3�2,515
1 Rental Car (2 visit @ $65/visit)
$
130
sr. rmj.
Sr.
Project ;
1 Airfare (S650 round trip per person)
S
Sr. CARD
1 Lodging/Meals Per Diem (5304
$
304.00
WORK r1UW
$
MWMer
Engineer
Es&ew �
E-0.
Dwg..r
Tech
Clerical
TOTAL
Coordinate with Survey and
161
16
32
Geotechnical Subconsultams
2
Perform site survey
See surveyor subconsultant below
3
Perform geotechnical site work
See geotechnical subconsultant below
TOTA IiO
161
1 S 93.00
0
1 S � 76.00 '
1
[S I n
0
.00
31
TV
112.00
PAYROLL FS TIMATE
1,792
— 1,488
-
1 S
S
Task Subconsultants
Marrs (Geotechnical Subconsultant). S 10,480
Avirmn (Survey Subconsultant): $ 16,841
Total Subconsuttants: S 27,321
YjLLk Emenses:
TOTAL PAYROLL $ 3,280
Subconsultants S 27,321
Expenses S 1,914
Lump Sum Fee Total S 32,515
I
TOTAL F�EFS 3�2,515
1 Rental Car (2 visit @ $65/visit)
$
130
1 Gas for Car Rental On-Site =
S
80
1 Airfare (S650 round trip per person)
S
1,400.00
1 Lodging/Meals Per Diem (5304
$
304.00
Reproduction/Misc.
$
- —
Total Expenses
S
1,914.00
JACOBS ENGINEERING GROUP
Monroe County
Airport:
The Florida Keys Marathon International Airport
Project:
Eadiltralion Trench and Pond Modifications 11211S-07)
Ardele R- 50% Ueda.
TOTAL PAYROLL $ 34,454
.T3La Eapenses:
8, 9,10 Rental Can (3 visit `d� $65N.si0 5 195
8, 9, 10 Gas for Car Rental On -Site - 11 120
8, 9,10 Lodgmg/m.als Per Diem (3 visits (d, SYMNisit per
person for 2 people) S 1.824
8, 9, 10 Airfare (3 visits !d S650/visit per person for 2 people)
5 3,900
Expenses $ 6,039
Lump Sum Fee Total S 40.493
Total Expenses: S 6,039
T OTAL
WORK ITZIIII
Sr. Fro).
MMa
Sr.
6
"ad
H aear
E
Deallow
Sr. GDD
Tad
Qsdw
TOTAL
I
Develop Outline of Technical Specifcations
4
4
2
Develop the Engineers Report to 50% completion.
4
4
3
Develop the i'allnwing plans:
a.
Co•,er and Shee, Index (1)
2
2
4
b.
(Jen—I Notes t 1)
2
1
4
c.
Proiect Layout (1)
2
2
4
d.1
Part 77 Contours and Safety Details (2)
4
4
8
"
Phasing and Erasion Control (1)
8
4
12
L
Existing Conditions aid Survey Control (1)
2
2
4
N.
Suit R.,ings ( 1)
2
2
4
It.
Geometry Plan - West Pond (1)
8
R
16
L
Geometry Plan - bxfiltration Trench (1)
8
8
16
j.
Drainage Plans (2)
8
8
16
4
Perform stormwater modeling calculatiotta for pond and
exfritration trench.
74
48
72
S
P-,cp= order ofmagnitude construction cast estimate.
8
16
24
6
Condact In -House QAtQC review.
4
8
12
24
7
Coordinate and distribute plans and specifications
utline (50 %)
4
4
8
Meet with FDOT to review 50% submittal package
8
8
16
9
Attend one (1) p. application meeting wilh the
SFWMD.
8
8
16
10
Meet with Airport to review 50% subminal package.
%
8
16
Address 50% design wmments
TOTAL HOURS
RATE
PAYROLL ESTIMATE
D
S
32
S 174,00
S 5.560
32
5 147.00
S 4
8
106
S 112.00
S 11.872
52
S 93.00
$ 4,816
0
5 76.00
S -
16
74
$ t01.00
S 7474
0
- 4,an
S
S -
24
2%
_
S 34
TOTAL PAYROLL $ 34,454
.T3La Eapenses:
8, 9,10 Rental Can (3 visit `d� $65N.si0 5 195
8, 9, 10 Gas for Car Rental On -Site - 11 120
8, 9,10 Lodgmg/m.als Per Diem (3 visits (d, SYMNisit per
person for 2 people) S 1.824
8, 9, 10 Airfare (3 visits !d S650/visit per person for 2 people)
5 3,900
Expenses $ 6,039
Lump Sum Fee Total S 40.493
Total Expenses: S 6,039
T OTAL
JACOBS ENGINEERING GROUP
Airport:
Pmject:
Mon— Count'
The Florida Keys Marathon Intsmdlonal Airport
ExRhration Trench and Pond Modifications (12/15417)
TOTAL PAYROLL 5 37,936
Fxputaes s 2,000
camp Sum Fax rota] S 35;93 8
Task Emena
11 SFWMD Pemdi Fee S 2(hx)
Talal FM-- S ?,I)(q
WORKTrIm
Bc?w*
shomm
xr.
nompow
[o"
gwaram
Kmomw
Doft=
sr. CAM
f1MNM
MAL
I
Develop me'm. ruaoticai Spm,r, n, m
a
16
4
21
2
im:orpnmle the Cm¢IIy'tiont- md'spmfican'mire
the I\ojmt V-1
16
1
7
D—ictp the Fn ¢cds Reron to 90%ca,mplelitxr.
I2
4
Dwcbpmostruewo — (—rrme to 41t'.:
p>mploiun..
I
S
Dwdop and submit a C<mslna:tmu Safety and
1704.4 PI. K•Srl') to FAA
2d
1
6
Deveinp and 9ubcdl a 7460 F. -.,lo bthl to FAA
7
Develop lbe following ploys:
a.
Cnver,wd Shull Ind- (1)
2
2
b.
tholes lmd 8tururwy of Q.—n (I)
4
4
d.
Part 77 Concurs and Safety D—h (z)
4
4
e.
Phasing end L•nnion Corso) (1)
4
4
12
Eusong C.M.111 s;mI S—ey Coocol(1)
g.
Sod Bru p 11)
0
It.
Gwmetry Plmt - W.1 Pond 1!)
2
4
4
14
L
C..euN Plao - Ffil—oo T—h (1)
2
4
8
14
j.
G-ling Pian- Wtst Pond (1)
2
Creding Plea- Lnfiumlmn T—h(1)
4
6
I.
Drainage Plato (2)
4
4
er.
Cross Secoons - W.. Porn (3)
4
a
12
a
Drainage DNaik (2)
4
8
12
e.
V— m Couwl Decals (7;
4
4
to
li
Find -storm -le, naMeting caiculaiiom for pmxi
and cxfiltmnon V-1h-
16
24
4
9
CUndra:r ;¢ -Home QA/QC
4
12
10
C «trt6natc and distrtbute puns rend spatficnions
milme(90%)
4
11
Fomtally,ubma I0(rA twit- package to FDOT dm1
cnrmneou (onm I RAI
SFWMD and add any au
l am SFWMD ress
4
7
4
16
TO TA4 NOUl
71
124
84
4
31
S 147.E
S II'.06
S i3.Wl
S '6U11
1UtJq
S 9.6d
..
PAYROLL ESTIMATE
S
S -
S 11466
S 40
S 11 72
S
S 216
_
1 A
TOTAL PAYROLL 5 37,936
Fxputaes s 2,000
camp Sum Fax rota] S 35;93 8
Task Emena
11 SFWMD Pemdi Fee S 2(hx)
Talal FM-- S ?,I)(q
JACOBS ENGINEERING GROUP
Airport:
Project:
I -- n.
Monroe County
The Florlda Keys Marathon International Airport
Eztiltration Trench and Pond Modlficadons (12 115.07)
TOTAL PAYROLL S 8,048
Expenses S
Lump Sum Fee Total S 8,048
WORK ITEM
Sr. t ro1L
Mao
Sr.
Eltzbeter
Project
Enzilsoor
19sittacer
Deskiler
8G CADD
Tab
Ctertnl
TOTAL
I
Finalize the Terirnical Specifications
2
4
4
t0
2
Finalize the County - front -end' specifications in to the
Project Manual
4
4
8
3
Finalize the Engineer's Report
4
4
4
Finalize the cons"o ion cost estimate.
4
4
5
Develop the following plans:
0
a.
ver and Sheet Index (1)
0
It.
Notes and Summary of Quantities (t)
2
4
4
10
e.
Project Layout (1)
0
d
Part 77 C -tours and Safety Details (2)
0
e.
Phasing and Erosion Control (I)
0
L
Existing Conditiuns and Survey Central (1)
0
g,
Sod Horings (I )
0
It.
ifieunictry Plan - West Pond (1)
4
2
6
It.
Geometry Plan - Fxfiitretion french ( I )
4
2
6
L
Grading Plan - West Pond (1)
2
2
4
j
mding Plan - F.xfiltration Trench (1
2
2
4
k.
Drainaee Plans (2)
2
2
4
L
Cross Sections - West Pond (3)
0
in.
Drainage Details (2)
0
N E—i..
Control Details 12)
0
6
Finalize stormwater modeling calculations for pond
and exf Itration trench,
4
4
7
Conduct In -Huuee QAiQC review.
8
4
12
TOTAL HOURS
RATE
PAYROLL ESTIMATE
0
S
0
} 174,011
S -
10
l2
8
0
18
8
76
S W7,00
S 1 170
S 112.OU
S 3,584
S 93.00
$ 744
1 S 76.00
$ -
S I01.00
S 1,813
S 54.00
1 S 432
--
1 5 8,048
TOTAL PAYROLL S 8,048
Expenses S
Lump Sum Fee Total S 8,048
JACOBS ENGINEERING GROUP
Monroe County
Airport:
The Florida Kays Marathon International Airport
Project:
Exfiltration Trench and Pond Modifications (1211547)
A 9- P—..
JOB HOUR AND FEE ESTIMATE
Task Expenses;
1,5 Printing Bid Documents
1.5 Plans -I sets 1 -4 What S 50.00
1,5 Specifications - I set `} $50/set) $ 50.00
Airline (I visit (A S650 /visit for two
2 people) $ 1,30000
LodgitWWleais Per Diem (I visit �4
2 $304,'visit fm two people) S 60800
Total E.pciiscs: S 2,008
TOTAL PAYROLL S 11,232
E.penscs $ 2.008
Lump Sum Fee Total $ 13,290
I TOTAL FEE
9 of 9
Sir. Pry
Sr. CA"
1
wo"Irmlill
0
"maw
sr.
F
bebw
vw4w
Teo
Ch"
WrAL
I
Prepare documents forbidding
8
2
2
4
2
Attend Pre-Bid Conference
8
16
3
Prepare and Respond to Bidders
4
4
4
2
14
9 c necessary addendum and
r.:
4
directives to bidders (Assume 2)
2
4
8
2
4
4
24
Review bids for responsiveries,, and
—
— -- -------
prepare bid tabulation
2
4
2
6
Prepare Award Recommendation
Letts"
2
2
4
4
22
7
Prepare conformed contract drawings
2
2
8
2
3
Prepare Construction Contract
2
4
2
a
TOTAL HOURS
0
20
12
14
22
6
12
14
Is
RATE
174.00
S 1
112.00
$ 93.00
S 76.00
IS
S 101.00
S 54.00
PAYROLL ES*riMATE
$
$ T 3,480
- i - 1.764,
1, 1. 568
$ 2.046
456
$ 1.212
S 756
S 11,222
Task Expenses;
1,5 Printing Bid Documents
1.5 Plans -I sets 1 -4 What S 50.00
1,5 Specifications - I set `} $50/set) $ 50.00
Airline (I visit (A S650 /visit for two
2 people) $ 1,30000
LodgitWWleais Per Diem (I visit �4
2 $304,'visit fm two people) S 60800
Total E.pciiscs: S 2,008
TOTAL PAYROLL S 11,232
E.penscs $ 2.008
Lump Sum Fee Total $ 13,290
I TOTAL FEE
9 of 9