205-CPH-Amendment 27 AMENDMENT 27
TO
AGREEMENT
DATED DECEMBER 7, 1983
FOR
CONSULTING ENGINEERING SERVICES
BETWEEN
THE CITY OF SANFORD, FLORIDA,
AND
CONKLIN, PORTER & HOLMES - ENGINEERS, INC.
FOR
FINAL ENGINEERING DESIGN
OF
TRANSMISSION FACILITIES
AND
SITE 10 EFFLUENT DISPOSAL SYSTEM
The Amendment dated this ~Z' day of ~&~ZY=' , in the year
Nineteen Hundred and Eighty-'~and between the CITY OF SANFORD, FLORIDA
(hereinafter called the OWNER, and CONKLIN, PORTER & HOLMES - ENGINEERS, INC.
(hereinafter called the ENGINEER), is mutually agreed upon and declared an
authorized Amendment to an Agreement dated December 7, 1983, between the
parties, herein setting forth the scope, terms and conditions of the work
herein authorized.
In case of conflict between this Amendment 27 and the original Agreement of
December 7, 1983, this Amendment shall govern for the work described herein.
All other Amendments which have been previously executed provided for other
municipal engineering services and have no applicability to the services
covered by this Amendment.
CPH Project No. S0602.51
Page 1 of 16
IN WITNESS WHEREOF, the parties have caused this Amendment to be executed as of
the day and year hereinabove set forth.
CONKLIN, PORTER & HOLMES - ENGINEERS, INC.
CITY OF SANFORD, FLORIDA
ATTEST:
S0602
AMEND 27
Page 16 of 16
CITY OF SANFORD - SITE 10 DEVELOPMENT ~FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
A. General
1. Scheduling, planning, budgeting, and 2 I0 2 2 1
orientation of personnel.
2. Review of Site Specific Study from 0 16 0 0 0
201 Plan for organization of final
design program.
3. Study possibility of running parallel 2 30 18 0 0
transmission pipelines on S.R. 46 and
Celery Ave. Perform preliminary
hydraulic and cost analysis to determine
impaot on phased sizing of booster pump
station and phased transmission lines
(parallel lines constructed as different
phases} and compare with single facility.
(Final Design of Celery Ave. line will
be reperformed under s later sontract
and is not included herein.)
4. Analyze need to provide freeze protection and 8 50 35 0 0
wet weather storage at site. Estimate storage
volumes required and review alternatives for
meeting storage needs.
5. Coordination, liaison, and communication I0 30 0 5 5
with owner on pro3ect progress, design
development, plans and specifioations, etc.
Includes up to three progress meetings.
6. Coordination, liaison and communication with I0 40 0 15 10 $150
regulatory agencies; addressing questions
regarding Site Specific Study, review of
final design concept, miscellaneous
telephone conversations. Includes up to
three coordination meetings.
CITY OF SANFORD - SITE 10 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work E~penses Subcontracts
P E T D S
7. Coordination, liaison and communication I0 40 I0 10 20 ~250
with subconsultants~ development and
negotiation of contracts; gathering and
transfer of necessary data, maps, reports,
etc. Pro~ected list of subconsultants:
soils, survey, electrical, environmental,
eagle specialist, and agricultural.
SUBTOTAL SECTION A 42 216 65 32 36 ~400
B. Geotechnical Subconsultant Services ~33,255.25
(actual}
1. Perform test borings at booster pumping
station site (1) and at 1000 foot intervals
along pipe route (33). Evaluate material
for suitability as bedding and backfill
· or pipe. Recommend levels of compaction.
Determine water table location.
2. Evsluate need to perform muck probes in 56
wetland areas scheduled for elimination. For
pricing, assume t~at half the wetlands will need
three probings (28 wetlands to be probed).
Recommend treatment of muck areas to render
suitable for designated use--citrus cropping/
hay cropping and coordinate with agricultural
specialist.
3. Utilizing final layout of effluent seepage
swale system and hay cropping areas.
Conduct shallow (4 ft} borings every 500
feet at center and edges of planting area
(approximately 233 borings}. Determine
depth to impermeable layer and water table.
CITY OF SANFORD - SITE 10 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Gut of Pocket
Item of Work Expenses Subcontracts
P E T D S
4. Obtain effluent retention pond configuration
requirements from Engineer. Perform
embankment stability analysis to design
retention pond walls. Provide recommendations
concerning embankment construotion. Review
alternatives for permeability barrier and
recommend material to be used. Examine use
of unlined ponds and determine probable
percolation losses.
5. Conduct 4 total borings in the vicinity of the
Operations and Maintenance faoility, on site
pump station, and retention pond embankment and
review material for suitability as
foundation and for construction recommendations.
SUBTOTAL SECTION B
Surveyor Subconsultant Services
1. Obtain 1" ~ 50' aerial mapping of trans- $ 69,040
mission pipeline route (assume alignment
along S.R. 46) obtain cross-sections ever~
200 feet or at grade breaks ~rom edge of .
pavement to right-of-way line. Field verify
surface features and obtain top and invert
elevations of sanitary and storm facilities.
Establish baseline and bench marks for
pipeline installation.
2. Utilizing layout obtained from Engineer, field
stake approximately 200 points to establish
baseline for road and irrigation system
construction. In addition, field stake
location ~or 16 distribution boxes.
CITY OF SANFORD - SITE 10 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
C. Surveyor Subconsultant Services (Continued)
3. Resurvey 40 points from Item 3 as field
ad3usted by Engineer and establish new
coordinates for revised baseline.
4. Establish cross-section of all
naturally occurring ditches on site which
cross the above items' layout. Assume I0
ditches will require surveying.
S. Perform topographic survey of 7 wetlands
areas scheduled for filling totaling
approximately 7.49 acres.
6. Provide master TBM network within Site 10.
SUBTOTAL SECTION
D. Electrical EnoineerinO Subconsultant Services 337,500
(actual)
1. Develop design for motor control centers,
pump control panels, select components, and
develop wiring diagrams for booster pump
station and distribution pump station.
Perform electrical calculations as required.
2. Review design for electrical system
required to facilitate installation of
computer controlled, automated irrigation
control console at O&M facility and at least
three satellite control stations.
CITY OF SANFORD ~ SITE I0 DEVELOPMENT (FINAL DESIGN)
Time in Msnhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
3. Develop electrical and HVAC layout for O&M
facility including interior lighting and
receptacle placement.
4. Consult with equipment manufacturers on
details and particular requirements for
selected equipment.
~. Examine options for Class I reliability
and discuss with Owner. Coordinate as
needed with power oompany.
6. Check designs.
7. Prepare and deliver signed and sealed
electrical plan sheets and specifications
for incorporation into Site I0 plans.
SUBTOTAL SEGTION D
Aoricultural S~ecialist Subconsultant S 10,900
(actual)
I. Review and develop planting program for hay
and citrus areas. Recommend tree
spacing. Determine most suitsble
varieties of grasses and citrus to be
planted. Review need for establishing
cover crop in grove intermediate areas.
2. Establish design parameters for micro3et
branch irrigation system. Review design
developed by Engineer.
3. Recommend type and location for fertigation
system. Suggest location for appropriate
in3eotion points.
CITY OF SANFORD - SITE 10 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
4. Review and recommend alternatives
for computer controlled, automated irrigation
~onitoring and control system. Suggest
location for at least three
satellite local control stations for
manual field operations.
5. Review needs for O&M facility. Develop
list and preliminary requirements for crop
storage, equipment storage, vehicle
storage and chemical storage facilities.
Suggest facility layout. Include citrus
operation staging area at grove.
6.Recommend citrus area drainage design and
required water table control system.
7. Review and coordinate Tasks 1-6 with firm(s)
engaging in the day-to-day management of
citrus grove and hay field operations.
Develop list of potential candidates for
site lease operations.
SUBTOTAL SECTION E
F. Environmental Specialist Subconsultant S 28,705
(actual)
1. Review onsite wetlands and assist in
determination of 3urisdictional limits
and locations. Perform Seminole County
rating of wetlands areas.
2. Provide information required and help
file for 3urisdictional determination of
onsite wetlands.
CITY OF SANFORD - SITE I0 DEVELOPMENT (PINAL DESIGN)
Time in Manhoura Out of Pocket
Item of Work E~penses Subcontracts
P E T D S
3. Assist in development of Dredge & Fill
permits to FDER, COE, and Seminole
County.
4. Assist in development of mitigation plan
as needed to address FDER comments
regarding elimination of onsite wetlands.
5. Review impacts on endangered species and
coordinate with appropriate regularcry
agencies and mitigation of impacts to
other endangered species.
SUBTOTAL SECTION F
G. Eaole Specialist Subconsultant · 5,000.00
(estimated)
1. Assist in presentations to and negotiations
with FGFWFC to establish eagle primary
protection zone.
SUBTOTAL SECTION G
H. Materials and EOuimment Selection
1. Rough preliminary design of booster pump 3 20 35 10 2
station to determine layout and
necessary equipment. Review alternatives
for booster pumps, piping, valving,
flow metering, and possible inclusion
of telemetry. Review control options
with electrical consultants.
2. Rough preliminary design of distribution 5 20 50 I0 4 e50
pump station to determine layout and
necessary equipment. Review alternatives
for low pressure and high pressure pumps,
piping, valving, filtration, and flow
metering. Review control options with
agricultural and electrial subconsultants.
CITY OF SANFORD - SITE 10 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Focket
Item of Work Expenses Subcontracts
P E T D S
3. Review alternatives for transmission 0 6 16 0 0
pipeline materials, interior and exterior
coatings and linings and valving. Review
possible means of thrust restraint.
4. Review alternatives for irrigation 2 I0 20 0 0
valving~ metering, control gates, and
distribution structures. Review
available materials for irrigation
piping including necessary linings and
coatings.
5. Review alternatives for drainage 0 3 10 0 0
control structures and conveyance
piping.
6. Review alternatives for site fencing 0 4 8 0 0
materials, desired appearance of
installation and site security needs.
7. Evaluate alternative equipment 2 24 30 0 8 ~100
selections through review of manu-
facturer's catalogs, fact sheets, and
through telephone survey of exisiting
users. Field visit existing
installations, where appropriate.
CITY OF SANFORD - SITE I0 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
8. Obtain equipment and material prices from 0 15 30 0 2
manufacturers and suppliers and develop
cost comparisons between alternatives.
9. Present alternatives to Owner and review 2 6 0 0 1
options with operations personnel.
SUBTOTAL SECTION H 14 108 199 20 17 SIS0
I. Perform Final Design
(Calculations and research required for sizing and
selection of final equipment and materials, design
coordination, implementation details, preparation
of sketches, checking.)
1. Booster Pump Station
a. Review and sketch preliminary layout 3 30 20 0 4
and connection with existing system.
Determine best location for station and
need for easements. Perform hydraulic
calculations.
b. Review design considerations such as 1 12 10 0 0
reliability, standby units, and
operational flexibility.
c. Consult with manufacturers and suppliers 0 14 10 0 2 S20
for pump and valve selections, electrical/
mechanical requirements, space considerations,
miscellaneous details.
CITY OF SANFORD - SITE l0 DEVELOPMENT (FINAL DESIGN) ~
Time in Manhours Out of Pocket
Item of Work Expenses Subgontracts
P E T D S
I. Perform Final Design (continued}
d. Structural calculations and checking. 3 16 0 0 0
e. Check design against previous designs and 1 10 0 0 0
with manufacturers.
f. Prepare design sketches for drafting. 0 8 8 0 0 820
2. Transmission Pipeline
a. Review proposed pipe route for utility 0 15 10 0 0 )
conflicts, right-of-way or easement
considerations and soils conditions.
b. Evaluate crossing alternatives and final I0 40 25 0 2
design at B.R. 46 and the St. Johns River.
Options include subaqueous crossing, aerial '
crossing, and attachment to existing bridge.
c. Perform hydraulic calculations0 draft 3 24 0 0 2
hydraulic profile, and selection of
piping material. Examine impacts on
treatment plant effluent pumping station.
d. Select location of isolation valves I 3 6 0 0
and develop details.
e. Review dewatering, backfill and compaction 0 8 8 0 0
requirements.
f. Develop detail~ of discharge system to 1 6 I0 0 0 ~
holding ponds.
CITY OF SANFORD - SITE 10 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
I. Perform Final Desion (continued)
g. Check design and details against I 5 0 0 0
previous designs.
h. Prepare design sketches for drafting. 0 6 4 0 2
3. Distribution Pump Station
a. Review and sketch preliminary layout and 6 28 16 0 4
connection to reclaimed water storage
ponds. Review pumping rates and pressure
requirements for micro~et and seepage
systems. Consider conditions for freeze
protection. Perform hydraulic calculations.
b. Review design considerations for 4 20 8 0 0
reliability, standby units, and
operational flexibility and incorporate
into layout.
c. Consult with manufacturers and suppliers 0 30 20 0- 4 SlO
for pump and valve selections, electrical/
mechanical requirements, spase considerations
and other miscellaneous, pertinent details.
d. Perform structural calculations for pump 3 16 0 0 0
station snd intake and enclosure.
Include buoyancy considerations. )
e. Check design against previous designs 2 15 0 0 0
and with manufacturers.
f. Prepare design sketches for drafting. 0 10 6 0 I ~20
I
CITY OF SANFORD - SITE 10 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses S~bcontracts
E T D S
I. Perform Final DesiOn (continued)
4. Distribution piping, seepage systems, and
service roads.
a. Using the existing 400 scale topo 2 16 24 24 0
survey, develop an overlay of pipeline,
swale routing, and roadway plan and
adjust alignment to avoid topographic
features, i.e., existing ditches,
wetlands to be preserved, depressions. ~
b. Conduct field visit and review staked 10 24 0 8 0 S20
baseline locations. Adjust alignment
of pipeline, roadway, swale
and distribution boxes in field as
deemed necessary to ensure effective
system operation. Select final
alignment.
c. Develop final layout of seepage swale I0 20 40 18 0
system control structures, and
dietribution boxes for hay cropping
areas. Develop final grading plans
and select appropriate surface slopes.
Develop cross-sectional details.
d. Develop final layout of main line 6 18 40 10 0
irrigation piping. Perform hydraulic
calculations draft hydraulic profile
and selection of piping materials. ~
e. Develop final layout of service roadway 3 8 18 8 2
system. Review intended level of
service and develop pavement cross section.
Develop details on all ditch crossings.
CITY OP SANFORD - SITE I0 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
I. Perform Final Demiqn (continued)
f. Check design and details against previous 2 8 0 0 0
designs.
g. Prepare design sketches and details ~or 6 12 8 0 0 ~20
drafting.
5. Drainage Improvements
a. Review drainage basin boundaries 0 8 4 4 0
established as part of site specific
studies. Revise as necessary to
accommodate final site grading selected.
b. Perform pre-post computer analys~s o~ 2 32 20 4 O
site runoff conditions based upon 25-yr
storm event. Size retention areas to
accommodate design storm.
c. Using the existing 400 scale topographic 2 30 16 16 0 ~10
survey, develop an overlay depicting
layout of drainage ditch and piping
system as well as retention basins
against layout to make beneficial use of
natural drainage features.
d. Conduct field visit and review staked 10 12 0 0 0
baseline locations. Field adjust
alignment as necessary to ensure
effective system operation.
e. Finalize location and configuration and ~ 30 10 I0 0
size of onsite drainage system and
retention basins based upon 25-year
storm event. Develop cross-sectional
detail on ditches and design ponds.
CITY OF SANFORD - SITE I0 DEVELOPMENT {FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
F E T D S
I. Perform Final Desion {continued)
f. Examine impact of IO0-year 24-hour storm 2 16 10 0 0
on downstream (Offsite) drainage
facilities to determine adequacy of
existing conveyance system.
g. Check design and details against 2 8 0 0 0
previous designs.
h. Prepare design sketches and details for 0 8 6 0 2 320 )
drsfting.
6. Operations and Maintenance Facility
a. Review recommendations of subconsultant 3 I0 0 0 0
regarding types and extent of storage and
support facilities for chemicals, crop
equipment, vehicles, and personnel.
b. Develop preliminary layout and review 6 20 0 8 2 315
with organizations experienced in hay/
citrus management. Revise as deemed
appropriate.
o. Develop and review alternatives for 2 11 3 6 2
building materials and finish treatment
for O&M facility. Review alternatives
with owner.
d. Develop final layout and perform 3 16 6 4 0 ~
structural calculations. Complete
interior/exterior detailing and design.
CITY OF SANFORD - SITE I0 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Focket
Item of Work E×pen~s SuBcontracts
P E T D S
I. Perform Final Desion (continued)
e. Check design and details against 1 4 4 0 0
previous designs.
f. Prepare design and detail sketches for 0 6 4 0
drafting.
7. Site Work
a. Review site access comments from Seminole 0 6 24 16 0
County. Develop turn lane design for
S.R. 46 entrances to site.
b. Develop site plan for O&M facility 2 20 14 32 0
showing paving and drainage plan.
Determine paving requirements and develop
pavement cross section.
c. Develop a site utility plan for water, 2 I0 24 10 0
sewer, and electric service.
d. Check design and details against 0 4 0 0 0
previous design.
e. Prepare design and detail sheets for 0 16 16 0 1 S20
drafting.
SUBTOTAL SECTION I 118 689 460 178
J. Drawino Preparation
1. Organization of drawings and layout of 4 12 24 0 0
individual sheets.
CITY OF SANFORD ~ SITE I0 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
J. Drawin~ PreDaration (continued}
2.Drafting of designs on plans for three
construction contracts.
Contract 1: Booster Pump Station and
Transmission Line.
a. Estimated Plan Sheets
- Cover Sheet I0
- General Note Sheet 16
- Pipe Route Location Sheet 16
- Pump Station Grading, Dimension and
Layout Plan 24
- Pump Station Mechanical Plan and
Section Views 30
- Pump Station Structural Plan and
Section Views 30
- Electrical and Instrumentation Diagrams
and Detail Sheet (to be supplied by
subconsultant) 0
- 12 Sheets of double plan and profile,
50 scale drawings of pipeline using
aerial mapping to devlop base sheets 192
- Three detail sheets showing various
piping, valving, structural, mechanical
and connection details
b. Supervision of design/drafting. 0 32 24 0 0
c. Office checking of individual drawings. 6 30 20 0 0
d. Changes to drawings. 0 8 8 45 0
CITY OF SANFORD - SITE I0 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
~tem of Work Expenses Subcontracts
P E T D S
Drawinq Preparatioo (continued}
Contract 2: Site Grading and Earthwork
a. Estimated Flan Sheets:
- Cover sheet I0
- General N~te Sheet 16
- Overall layout sheet
- Six sheets of 200 scale aerial w/tops 144
lines shswing limits of clearing, site
grading, effluent pond location ~nd
configuration, retention pond location
and ~onfigurstion, bssic site drsinage.
- Sheet detailing construction of effluent 30
holding pond, in~luidng piping locations.
- Sheet detailing typical retention pond 30
oonstruction and drainage structures.
- Fence layout sheet insluding installation 16
details.
- Entrance road intersection improvements; 16
pavement cross-section and detail sheet
- Miscellaneous detail sheet for piping 20
connections, drainage structures, others.
b. Supervision of design/drafting. 0 28 20 0 0
c. Office checking of individual drawings. 4 20 15 0 0
d. Changes to drawings. 0 8 8 40 0
CITY OF SANFORD - SITE I0 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work ExpenSes S..ubcontracts
P E T D S
J. Drawino Preparation (continued}
Contract 3: Site Finishing and Planting
a. Estimated plan sheetS~
- Cover sheet 10
- General Note Sheet 16
- Overall layout sheet 16
- Six sheets of 200 scale aerials depicting 180
finish grading, distribution piping )
layout, interior road layout, stormwater
collection ditch layout, effluent seepage
swale system layout including control
structures and distribution boxes, control
wire layout, and location of satellite
systems.
- Typical hay field planting detail sheet 30
including typical control structures and
distribution box details; effluent seepage
swale and stormwater ditch profiles.
- Typical citrus planting detail sheet 30
including typical layout for micro3et
irrigation system as well as applicable
installation details.
- Two sheets of pumping station grading, 60
dimension, and layout including
mechanical and structural details and
notes.
- Electrical control diagram, MCC layout 0 ~
and miscellaneous detail sheet for pump
station (to be supplied by subconsultant).
CITY OF SANFORD - SITE I0 DEVELOPMENT (FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D 5
Drawino Pre~aration (continued)
Contract 3~ Site Finishing and Planting
a. Estimated plan sheets (Continued):
-Maintenance facility layout and site plan 30
depicting utilities including water, sewer,
electrioalo paving, and drainage,
-Three sheets depicting maintenance facility 20
construction including electrical, HVAC,
and plumbing layouts.
-Detail sheet for building construction. 20
-Detail sheet showing interior road cross- 20
sections and ditch crossings.
-Miscellaneous detail sheet for piping, 20
thrust blocking, etc.
b. Supervision of design/drafting. 0 40 30 0 0
o. Office checking of individual drawings. 5
d. Changes to drawings. 0 8 8 40 0
3.Office review (total set of Drawings and
Contract Documents):
a. Review 18 30 0 0 0
b. Changes. 0 12 24 16 0
4. Field checking of Drawings and Documents. 6 16 16 0 0
SUBTOTAL SECTION J 43 274 214 1269 0 6200
CITY OF SANFORD - SITE 10 DEVELOPMENT {FINAL DESIGN)
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
K. Specifications and Contract Documents Preparation
and Checkin~ for Three Construction Contracts
1. Writing. 30 I00 60 0 0
2. Typing. 0 0 0 0 120
3. Internal Review. 18 36 0 0 6
4. Review by City Attorney of proposal forms, 0 0 0 0 0
Notice to Bidders, Advertisements, Agreements ~
and other Contract Documents (by Owner).
5. Working with Attorney and City in their 3 8 0 0 0
review of the Specifications and other
Contract Documents.
6. Revisions 0 8 3 0 8
SUBTOTAL SECTION K 51 152 63 0 134
CITY OF SANFORD - SITE I0 DEVELOPMENT (FINAL DESIGN) ~
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
L. Quantities and O~inion of Probable Cost
to Construct for Three Contracts
1. Preparation. 4 40 30 0 4
2. Checking. 2 4 20 8 2
SUBTOTAL SECTION L 6 44 50 8 6
M. Permit Applications and/or Re~ulatory )
A~ency Clearances ~
1. Dept. of Environmental Regulation 1 24 12 0 8
(construction permit)
2. Corps of Engineers (Dredge & Fill) 3 30 10 24 4
3. Dept. of Environmental Regulation 1 24 I0 16 4
(Dredge & Fill).
4. CSK Railway Crossing I 10 0 8 4
5. Seminole County DRC Review & Approval 2 16 8 0 2
6. Seminole County Wetlands Approval/Permit 1 16 8 0 4
7. Seminole County Dredge & Fill Permit I 24 10 O 2
8. Seminole County ROW Utilization Permit 3 12 0 0 4
9. Florida Game & Fresh Water Fish Commission 3 30 0 24 4
approval.
I0. U.S. Fish and Wildlife Service Approval 3 18 0 0 4
11. FDOT ROW Utilization Permit I 18 8 8 4
SUBTOTAL SECTION M 20 222 66 80 44 ~200
N. Reproduction, Assembly, Review, Submission ~
and Miscellanesous Handlino
(15 sets of plans and 15 sets of specs
for each contract.)
SUBTOTAL SECTION N 3 10 10 8 4 ~2100
CITY OF SANFORD - SITE 10 DEVELOPMENT (FINAL DESIGN}
Time in Manhours Out of Pocket
Item of Work Expenses Subcontracts
P E T D S
0. Response to Comments from Reviewino A0encies,
Be~ulatory A~encies, and Army Corps of
Engineers Review.
SUBTOTAL SECTION 0 10 32 16 8 8 $20
P. Presentation of Completed Plans, Specifications,
and Contract Documents to Pertinent Parties
SUBTOTAL SECTION P 8 8 0 0 2 ~
Q. Preparation of Preliminary Plan of Operation and
Basis of Design Summary
SUBTOTAL SECTION Q 2 24 I0 0 6
R. Preparation of Ste~ 3 Grant A~lication and
Submittal of FDER/EPA
SUBTOTAL SECTION R 8 20 20 0 16 $20
S. Pro~ect Closeout
Job summaries, indexing and organizing file ~
material and correspondence. Complete
documentation.
SUBTOTAL SECTION S 0 4 4 4 8
)
GRAND TOTAL ENTIRE PROJECT 323 1803 1177 1607 312 ~3,315
Salary Cost $73,522.28
Times 1,468 (Current D.P.E.) x 2,05 - 220,956.51
Out of Pocket Expenses ................ 3,315.00
Subconsulting Services ................ 184.400.25
PROJECT TOTAL ............... ~408,671.26
BASE ESTIMATE FOR
SCOPE DESCRIBED
S0602
POS .51