HomeMy WebLinkAbout03-05-2024 Agenda PacketFIFTY
WEST
OCOEE COMMUNITY REDEVELOPMENT AGENCY
Ocoee Commission Chambers
1 N. Bluford Avenue
Ocoee, Florida
March 5, 2024
• CALL TO ORDER
AGENDA
111 .t -Al za Jt
Roll Call and Determination of Quorum
• PUBLIC COMMENTS
• OLD BUSINESS
• NEW BUSINESS
1. Approval of Minutes of the December 5, 2023, CRA Regular Meeting
• MISCELLANEOUS
1. Redevelopment Plan Update
2. South Bluford Avenue Complete Street
3. Annual Report Presentation
NOTICE: IN ACCORDANCE WITH FLORIDA STATUTE 286.0105: ANY PERSON WHO DESIRES TO APPEAL
ANY DECISION AT THIS MEETING WILL NEED A RECORD OF THE PROCEEDINGS AND FOR THIS
PURPOSE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE WHICH
INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS BASED. IN ACCORDANCE WITH
FLORIDA STATUTE 286.26: PERSONS WITH DISABILITIES NEEDING ASSISTANCE TO PARTICIPATE IN ANY
OF THESE PROCEEDINGS SHOULD CONTACT THE OFFICE OF THE CITY CLERK, 1 N. BLUFORD AVENUE,
OCOEE, FL 34761, (407) 905 -3105, 48 HOURS IN ADVANCE OF THE MEETING.
Page 1 of 16
FIFTY
WEST
OCOEE COMMUNITY REDEVELOPMENT AGENCY
Ocoee Commission Chambers
1 N. Bluford Avenue
Ocoee, Florida
December 5, 2023 MINUTES 5:00 PM
CRA REGULAR MEETING
- CALL TO ORDER
Chair Johnson called the Community Redevelopment Agency Board to order at 5:04 PM in the
Commission Chambers of City Hall. City Clerk Sibbitt called roll and declared a quorum present.
Roll Call: Chair Johnson, Vice -Chair Wilsen, Member Firstner, Member Hart, and Member June
Absent: Member Kennedy and Member Koovakada
Also Present: City Manager Frank, Assistant City Manager Shadrix, Deputy Development
Services Director/CRA Administrator Corless, Redevelopment Program Manager Vaca, City
Attorney Ardaman, and City Clerk Sibbitt
- PUBLIC COMMENTS
No speaker reservation forms were received.
-OLD BUSINESS - None
- NEW BUSINESS
Approval of Minutes of the September 19, 2023, CRA Regular Meeting
Vice -Chair Wilsen, seconded by Member Firstner, moved to approve the CRA Regular
Meeting Minutes of September 19, 2023, as presented. Motion carried 5-0 with Members
Kennedy and Koovakada absent.
2. Election of Officers
A memorandum was provided in the CRA packet which identified the Chair and Vice -Chair for
the past seven fiscal years, including the current year. Brief discussion ensued.
Member Firstner, seconded by Member Hart, moved to nominate Vice -Chair Wilsen as
CRA Board Chair. Motion carried 5-0 with Members Kennedy and Koovakada absent.
Member Firstner, seconded by Member Hart, moved to nominate Member Kennedy as
CRA Board Vice -Chair. Motion carried 5-0 with Members Kennedy and Koovakada
absent.
Page 2 of 16
• MISCELLANEOUS
Updated Increment Revenue Numbers
Redevelopment Program Manager Vaca updated the board on the tax increment revenue, and
explained that the revenue will be less than what was proposed when the budget was passed in
September. The calculations Orange County used to estimate gross taxable value in November
are less than the estimate their staff provided to the City back in June. This calculation
adjustment, in addition to an overpayment the County made to the Redevelopment Trust Fund
last year, led to the reduction in actual revenue. She further delineated the next steps that will
be taken, and indicated that staff will prepare a resolution for the June meeting to formally amend
the budget once an audit has been completed.
Vice -Chair Wilsen inquired if the change in revenue would have any residual effects on projects.
Redevelopment Program Manager Vaca addressed her question.
2. Vision Zero Action Plan
Deputy Development Services Director/CRA Administrator Corless commented on the
increasing bicyclist and pedestrian fatalities nationwide, and remarked on Central Florida being
known for having a higher than average number of such fatalities. She explained that beginning
last year, the City partnered with MetroPlan Orlando to participate in a program called Vision
Zero. She summarized the program and grant funding awarded to MetroPlan by the Safe Streets
and Roads for All (SS4A) Program, which is administered by the U.S. Department of
Transportation. She further detailed the City's project team, which will be involved in reviewing
the City's transportation system and applicable projects and helping with the action plan. She
outlined the Vision Zero Key Tasks and how the City is trying to engage the community regarding
areas where they have concerns or feel unsafe.
Member June detailed a near -incident he recently experienced. He pondered whether bicycles
should be mixed with cars and commented about efforts being made for trails. Member Hart
commented with his support for the Vision Zero program and having a Citywide plan, especially
considering the number of people coming to our area and new development. Deputy
Development Services Director/CRA Administrator Corless addressed their comments and
remarked that MetroPlan is paying more than $100,000 for the City of Ocoee's action plan.
3. Project Updates
Deputy Development Services Director/CRA Administrator Corless updated the Board with
the current projects.
a) Redevelopment Plan Update — GAI submitted a draft Finding of Necessity report, identifying
sufficient deterioration to justify expansion of the CRA to include the West Oaks Mall. Meeting
two of sixteen criteria qualifies an area as "being blighted," and this area meets nine of sixteen.
She expects the final report in the next couple of weeks. GAI is also working on addressing the
enclaves; then the next steps for the Redevelopment Plan will go to the County.
b) Downtown Finding — A preliminary assessment indicates that the downtown area meets the
CRA criteria set forth in F.S. Chapter 163. However, initial conversations with Orange County
revealed that the County may be more supportive of expanding the existing CRA versus creating
Page
Page 3 of 16
a new district. Recent requests from other municipalities to create new districts have not moved
forward. Staff will be working with a consultant and meeting with Orange County for further
discussion, and hopefully will bring back a positive update at the March meeting.
c) Maguire Road Phase 5 — Staff will be finalizing the scope of work in December with the
engineering consultant; work will feasibly start in January to update the documents for the Phase
5 section of road for the area north of Maine Street to Story Road.
d) Wellness Park Restroom — Staff expects the design to be 100% complete by end of the year,
with anticipated bidding in late February to early March 2024. The budget is estimated at
$195,000, which is less than what is budgeted for the project. Deputy Development Services
Director/CRA Administrator Corless summarized the facility's features and branding.
e) S. Bluford Avenue Complete Street Project — The project is currently at 60% Final
Engineering and will soon move forward for permitting through St. Johns River Water
Management District. Deputy Development Services Director/CRA Administrator Corless
detailed the CRA components of the project budget and explained staff's recommendation to
break the project into three phases. Phase I would comprise the section from Old Winter Garden
Road to SR 50, Phase II would encompass the area from SR 50 to Geneva Street, and Phase
III would include Geneva Street to Delaware Street. She further explained the premise for
determining the phases and the estimated cost for Phase 1, for which funds are available.
Discussion ensued.
Deputy Development Services Director/CRA Administrator Corless addressed concerns
from Chair Johnson regarding Delaware Street, and explained that the CRA board cannot take
any action north of Geneva. However, because this is a joint project between the CRA and the
City, she will put together a presentation that outlines the entire process, including working with
the City on their portion from Geneva to Delaware. She informed the board that the next regularly
scheduled meeting is March 5t", however, she also noted that staff will work with the City
Manager's office to come up with a plan regarding a workshop for the S. Bluford Avenue
Complete Street Project.
• BOARD COMMENTS - None
-ADJOURNMENT
The meeting was adjourned at 5:45 PM
Attest:
ORO
Melanie Sibbitt, Secretary Chair
Page 4 of 16
FIFTY
OcoeeWEST
CRA
MEMORANDUM
TO: COMMUNITY REDEVELOPMENT AGENCY BOARD
FROM: GINGER CORLESS, CRA ADMINISTRATOR
CAROLINA VACA, REDEVELOPMENT PROGRAM MANAGER
DATE: 2/20/2024
RE: SOUTH BLUFORD AVENUE COMPLETE STREET PROJECT
OVERVIEW
The South Bluford Avenue Complete Street project spans from Delaware Street south to Old
Winter Garden Road and is a joint effort between the city and the Community
Redevelopment Agency (CRA). This project will continue the streetscape improvements
that began with the 2018 Bluford Avenue Reconstruction from Silver Star Road to Delaware
Street. One of the driving factors for this project is the need to improve pedestrian
connectivity and safety between Old Winter Garden Road and the city's Downtown core.
The addition of multi -use pathways, improved pedestrian crossings, and traffic calming
measures will provide a safe route for students in nearby apartments to walk or bike to
school. The project also aims to strengthen public infrastructure and includes the relocation
of existing water and sewer utilities as well as the addition of reclaimed water and sanitary
sewer to the corridor which will increase the CRA's ability to recruit and retrain economic
growth. Other enhancements include landscape/hardscape improvements, street and
pedestrian level lighting, and undergrounding of overhead utilities along the corridor.
The project is broken down into three sections. Sections 1 and 2, both within the geographic
boundary of the CRA, span from Old Winter Garden Road north to SR 50 and from SR 50 to
Geneva Street, respectively. As part of the CRA, work in these sections can be funded —in
whole or in part —from the Redevelopment Trust Fund. Section 3, which lies outside of the
CRA boundary, spans from Geneva Street north to Delaware Street and will ne to be funded
by other city, non-CRA, funds.
CRITICAL TASKS, OBSTACLES, AND ADVANTAGES
SECTION 1 - OLD WINTER GARDEN TO SR 50
The geotechnical report completed in September 2023 indicated that Section 1 has
critically poor pavement conditions that will require the roadway section to be completely
reconstructed, rather than simply milled and repaved as envisioned when initiating this
project. However, although a costlier process, reconstruction of this roadway section will
allow for reprofiling of the road which will make the surface drainage work better. Other
advantages of Section 1 include that there is no significant utility or drainage work being
done here and that there is sufficient right-of-way already available, so costly acquisitions
are not needed. Overhead utilities are also set back from the roadway and will not need to
be undergrounded in this Section. Additional work in Section 1 includes some sidewalk
additions and replacements, replacement of the gore area with a raised median,
landscaping, and street lighting. It should be noted that some of the sidewalks on the
Page 5 of 16
eastern part of this section have already been installed as part of the Healthy West Orange
Wellness Park construction.
SECTION 2 - SR 50 TO GENEVA
The same September 2023 geotechnical report indicated that the segment from Maine
Street to Geneva Street has a high water table, meaning that a costlier asphaltic base is
needed here to compensate for this. Additionally, this Section includes the most utility and
storm sewer improvements which, coupled with the high water table, means that a
significant portion of this roadway will need to be reconstructed, as well. Another critical
factor in this Section is that it includes two roundabouts at Maine Street and Geneva Street
which both require right-of-way acquisitions at these intersections. In addition to these, 14
easements need to be acquired to accommodate the trail width and landscape and the
property for the lift station in this Section will also need to be acquired. Additional work in
this Section includes the conversion from a flush -shoulder road (rural section) to a curbed
road (urban section), addition of a 10' multipurpose path on the east and 6' sidewalks on
the west, landscaping, and the undergrounding of overhead utilities. Lastly, a new culvert
structure will be to be installed for the ditch to provide safe pedestrian passage.
SECTION 3 - GENEVA TO DELAWARE
The work for this Section is similar to Section 1 but includes more utility work, such as
installation of reclaim water and sewer, and the undergrounding of overhead utility lines.
However, due to the fact that no geotechnical report and no design work beyond the initial
concept layout has been completed for this Section, it has the greatest time constraint of
all three sections. Additionally, it is unknown whether the underlying base material is still
suitable or whether it will require a costly reconstruction. Therefore, it is difficult to get a
proper price estimate at this time until the geotechnical report is completed.
COST ESTIMATE(S) AND FUNDING
The Conceptual Design Plans for this project were completed in 2019 by GAI Consultants
Community Solutions Group. The CRA expensed $25,390 for GAI to develop the Conceptual
Design and received from them at the time a construction cost estimate of $2.9 million.
Since 2019, we have seen construction costs skyrocket by at least 35%.
Since then, the plans have evolved and been revised to include advanced utility work and
the addition of two roundabouts at Maine and Geneva. While the original plans did not call
for any roundabouts, they were added as a safer alternative to traffic signals and to
discourage semi -trucks from traveling on Bluford, encouraging them to travel on Maguire
Road instead. In 2021, CPH Inc —now CPH Consulting, LLC—was awarded the contract (RFQ
#21-003) for engineering and design services for this project and the city and CRA expensed
a total of $290,952.59 for them to complete the Preliminary Engineering Documents for the
full corridor from Old Winter Garden Road to Delaware Street.
Following the completion of the Preliminary Engineering Documents, the city and CRA
encumbered $12,590 and $728,198.64, respectively, in 2023 for CPH to complete the Final
Design and Engineering Documents for the CRA portion of the project from Old Winter
Page 6 of 16
Garden to Geneva. These documents are currently 80% complete. Due to a lack of city (or
non-CRA) funds needed at the time to complete final engineering documents for the
remaining portion from Geneva to Delaware, the final engineering for this portion has just
been initiated. The cost for completing these final engineering documents is $341,587.93.
This fiscal year, Public Works budgeted $1,000,000 for this project and a change order for
the final engineering has been initiated using these funds.
CONSTRUCTION COST ESTIMATES
CPH has provided the following construction cost estimates for each of the three Sections:
Section 1 - Old Winter Garden to SR 50 (CRA)
Roadway Subtotal
$2,105,767.12
Landscape Subtotal
$246,877.95
GRAND TOTAL
$2,352,645.07
Section 2 - SR 50 to Geneva Street CRA
Roadway Subtotal
$6,620,421.46
Landscape Subtotal
$431,962.03
Utilities Subtotal
$3,942,108.50
GRAND TOTAL
$10,994,491.99
The total cost for both CRA Sections is $13,347,137.06
Section 3 - Geneva to Delaware (City)
Roadway Subtotal
$2,413,242.61
Landscape Subtotal
$180,732.84
Utilities Subtotal
$1,046,310.00
GRAND TOTAL
$3,640,285.45
And the following cost estimate for the construction of all the sections concurrently:
Old Winter Garden to Delaware
Roadway Subtotal
$1 1,531,422.03
Landscape Subtotal
$875,274.14
Utilities Subtotal
$5,240,619.00
GRAND TOTAL
$17,647,315.17
It should be noted that the estimate for Section 3 assumes that the underlying base material
is suitable and the roadway will not need to be reconstructed. If the geotechnical report
proves otherwise, the overall costs will escalate. This assumption was made based on the
geotechnical information available on the Geneva roundabout. It should also be noted
that the above construction costs do not include the cost of undergrounding the utilities, of
the street lights, or of the right of way acquisition.
Page 7 of 16
CONSTRUCTION PHASE FUNDING
The CRA currently has, in their Fiscal Year 2024 budget, a total of $5,225,447 budgeted for
construction of this project. This amount includes $750,000 in grant funds from the
Foundation for a Healthier West Orange to complete the South Bluford Trail. The Public Works
department has, in their Fiscal Year 2024 budget, $1,000,000 budgeted for construction of
this project and $1,400,000 specifically for undergrounding utilities in the City's portion.
FUNDING FOR CRA SECTION(S)
Total Cost for CRA Sections
not including utility conversion
and easements
$13,347,137
Current Available Funding
$5,225,447
Funding Still Needed
$8,121,690
FUNDING FOR CITY SECTION
Total Cost for City Section
not including utility conversion
and easements
$3,640,285
Current Available Funding
$1,000,000
Funding Still Needed
$2,640,285
In Fiscal Year 2023 and Fiscal Year 2024, the CRA received approximately $1.3 million and
$1.7 million, respectively, in tax increment revenue, after accounting for personnel and
operating expenses. This is an average of $1.5 million per year and is only expected to grow.
The CRA Board could, at their discretion, pledge to apply the full total of this increment
revenue to this project over the next two or three years to help expedite the timeline.
STAFF RECOMENDATIONS
Based on the available funding and the conditions of each Section, staff recommends
taking a phased approach starting with Section 1 from Old Winter Garden Road to SR 50.
With an estimated construction cost of $2,352,645.07, the CRA has sufficient funds to
complete construction of this segment now. Additionally, due to the fact that final design
and engineering still need to be completed for Section 3, Section 1 is the only one that is
currently both fully funded and on schedule to move forward. This Section has the poorest
pavement conditions and starting with it will continue the improvements that were started
with the Wellness Park construction, making the southern end of the corridor look complete.
Staff also recommends starting with this section while the final engineering for Section 3 is
completed to allow more time for additional funds to be secured for Sections 2 and 3. If the
City can secure $3,640,285.45 in fiscal year 2025, Section 3 can move forward. With the rise
in construction costs observed in recent years, waiting until final design and funds are
available to construct all three Sections concurrently could result in higher overall costs.
If you have any questions about this information prior to the March 5 CRA Board Meeting,
please do not hesitate to contact Ginger Corless by email at vcorlessCocoee.org or by
phone at 407-608-0401.
ATTACHMENTS
Summary Graphic
CPH Cost Estimates for Sections 1, 2, 3, and combined
CPH Timelines for Sections 1, 2, 3, and combined
Page 8 of 16
Page 9 of 16
�. ESTIMATE OF PROBABLE CONSTRUCTION COST
BLUFORD AVENUE
CITY OF OCOEE, FLORIDA ESTIMATED BY AM
DATE: 12/18/2023
Phase 1 - Old Winter Garden Road to SR-50 CHECKED BY: JML
ITEM
FDOT PAY ITEM NUMBER
ITEM DESCRIPTION
UNIT
QUANTITY
UNIT COST
TOTAL COST
NUMBER
Roadway
1
101
1
MOBILIZATION
LS
i
$194,431.00
$194,431,00
2
102
1
MAINTENANCE OF TRAFFIC
ITSi
$92,586.19
$92,586.19
3
104
10
3
SEDIMENT BARRIER
LF
2637
$7.03
$18,538.11
4
104
18
INLET PROTECTION SYSTEM
EA
12
$229.22
$2,750.64
5
110
1
1
CLEARING & GRUBBING
AC
2.50
$177,983.47
$444,958.68
6
110
4
10
REMOVAL OF EXISTING CONCRETE
SY
1093
$40.37
$44,124.41
7
120
1
EARTHWORK
ITS
1
$10,000.00
$10,000.00
8
160
4
TYPE B STABILIZATION (LBR40)(12-)
SY
7810
$12.49
$97,546.90
9
285
709
OPTIONAL BASE GROUP 09 CRUSHED CONC. (10")
SY
7146
$39.56
$282,695.76
1
53
SUPERPAVE ASHPALT CONC. TRAFFIC C, 3"
TN
1179
$209.42
$246,906-18
r334
337
7
83
ASPHALT CONC. FRICTION COURSE, TRAFFIC C, 1 1/2" (FC-12.5, PG 76-22)
TN
589
$211.62
$124,644-18
12
425
1
335
INLETS, CURB, TYPE P-3, PARTIAL
EA
3
$8,130.68
$24,392.04
13
425
5
MANHOLE, ADJUST
EA
1
$3,601.79
$3,601,79
14
425
6
VALVE BOX, ADJUST
EA
10
$1,500.00
$15,000.00
15
520
1
10
CONCRETE CURB & GUTTER, TYPE F
LF
1190
$55.45
$65,985.50
16
520
1
7
CONCRETE CURB & GUTTER, TYPE E
LF
142
$55,45
$7,873-90
17
520
2
1
CONCRETE CURB, TYPE A
LF
553
$54.06
$29,895.18
18
520
5
11
TRAFFIC SEPARATOR CONCRETE - TYPE 1, 4' WIDE
LF
223
$145.22
$32,384.06
19
522
1
CONCRETE, SIDEWALK, 4" THICK
SY
1127
$107.52
$121,175.04
20
522
2
CONCRETE, DRIVEWAYS/RAMPS, 6" THICK
SY
51
$145.20
$7,405.20
21
527
2
DETECTABLE WARNINGS
SF
55
$47.28
$2,600AT
22
706
1
RAISED PAVEMENT MARKER (RPM) YELLOW)
EA
50
$6.69
$334.50
23
711
11
123
THERMOPLASTIC, STD, WHITE, SOLID, 12"
LF
263
$4.26
$1, 120.38
24
711
11
125
THERMOPLASTIC, STD, SOLID, WHITE, 24"
LF
156
$7.84
$1,223.04
25
711
11
160
THERMOPLASTIC, STD, WHITE, MESSAGE OR SYMBOL
EA
7
$685.21
$4,796A7
26
711
11
170
THERMOPLASTIC, STD, WHITE, ARROW
EA
15
$685.21
$10,278.15
27
711
15
101
THERMOPLASTIC,STD-OP, WHITE,SOLID,6"
GM
0.65
$25,647.27
$16,670.73
28
711
16
131
THERMOPLASTIC, STANDARD -OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP
GM
0.0295
$4,061.59
$119.82
29
711
16
201
JITHERMOPLASTIC,STD - OP, YELLOW,SOLID,6-
GM
0.40
$25,670.60
$10,268.24
Contingency (10%)
$191,430.65
Roadway Subtotal
$2,105,737.12
Landscape
MUSKOGEE CRAPE MYRTLE; LAGERSTROEMIA INDICA'MUSKOGEE'; 100 GAL., 4" CAL., 8' MIN, HT.,
30
STD, TRUNK
EA
12
$1,031.00
$12,372.00
NATCHEZ CRAPE MYRTLE; LAGERSTROEMIA INDICA'NATCHEZ'; 100 GAL., 4" CAL., 8' MIN, HT., STD.
31
TRUNK
EA
6
$1,031.00
$6,186-00
32
SWEETBAY MAGNOLIA (N); MAGNOLIA VIRGINIANA; 65 GAL., 3.5" CAL., 8' MIN. HT., STD. TRUNK
EA
12
$1,375.00
$16,500.00
33
LIVE OAK (N); QUERCUS VIRGINIANA; 100 GAL., 4" CAL., 10' MIN. HT., 6' SPRD.
EA
4
$2,100.00
$8,400.00
SYLVESTER PALM; PHOENIX SYLVESTRIS 16OA, FULL SYMMETRICAL HEADS, CLEAN STRAIGHT
34
TRUNKS, CLASSIC CUT
EA
3
$3,000.00
$9,000.00
35
PETITE PINK OLEANDER; NERIUM OLEANDER'PETITE PINK'; 3 GAL., 18" HT., 12" SPRD., 30" O.C.
EA
76
$20.00
$1,520.00
36
DWARF FIREBUSH; HAMELIA PATENS; 3 GAL., 18" HT., 9" SPRD., 30" OC
EA
363
$20.00
$7,260.00
37
MUHLY GRASS (N); MUHLENBERIA CAPILLARIS; 3 GAL., 15" MIN. HT., 10" SPRD., 36" O.C.
EA
378
$14.50
$5,481,00
38
ELLIOT'S LOVE GRASS; ERAGROSTIS ELLIOTTI; 3 GAL., 8" HT., 8" SPRD., 24" OC
EA
416
$14.50
$6,03200
39
BLUE DAZE; EVOLVULUS GLOMERATUS; 1 GAL., 4" HT., 6" SPRD., 15" O.C.
EA
344
$8.50
$2,924.00
VARIGATED CONFEDERATE JASMINE; TRACHELOSPERUM JASMINOIDES'VARIEGATUM'3 GAL., 12"
40
HT., 12" SPRD., BUSH FORM 24" O.C.
EA
816
$15.00
$12,240.00
ARGENTINE BAHIA SOD; PASPALUM NOTATUM'ARGENTINE'; SOLID SOD, CONTRACTOR TO VERIFY
44215
41
$1.60
$70,744.00
42
LCH 3"DEPTH, SHREDDED HARDWOOD
CY
115
$75.90
$8,72850
43
Ey.SF
OT BARRIER; DEEP ROOT UB24
LF
73
$20.00$14,060.00
44
ACK MEXICAN BEACH PEBBLES: Y-5"OVER NON -WOVEN GEOTEXTILE FABRIC
SF
207
$1900
$3,93300
45
IGATION
LS
1
$39,054.00
$39,054.00
Contingency (10%)
$22,443.45
Landscape Subtotalj
$246,877.95
GRAND TOTAI-11
$2,352,615.07
Page 10 of 16
y ESTIMATE OF PROBABLE CONSTRUCTION COST
UFE
CITY OF OCOEAVE, FLORIDA ESTIMATED BY AM
DATE: 12/l8/2023
PnasaBL2-SROR-50D to GeENUneva Street CHECKED BY: JML
ITEM
NUMBER
FDOTPAY ITEM NUMB ER
ITEM DESCRIPTION
UNIT
QUANTITY
UNIT COST
TOTAL COST
Roadway
1
101
1
MOBILIZATION
LS
1
$t40,369.83
I'll ,369.83
2
102
1
MAINTENANCE OF TRAFFIC
LS
1
$440,69633
$440696.33
3
104
10
3
SEDIMENT BARRIER
LF
8852
$330
$22,611-60
4
104
18
INLET PROTECTION SYSTEM
EA
l5
$22622
817,191.50
5
11a
1
1
CLFARING &GRUBBING
AC
2.81
$17?98647
$500,133,55
6
110
4
10
REMOVAL OF EXISTING CONCRETE
Sy
D61
$40.37
$180090.57
t
120
1
EARTHWORK
LS
1
$34,800.00
IG4So0-00
8
160
4
TYPE ISSTABILIZATION TER40)(12")
SY
1984
$26 t8
551,147.52
9
285
709
OPTIONAL BASE GROUP 09 CRUSHED CONC. TO")
SY
2—$39.56
$84,177.08
10
205
709
OPTIONAL BASE GROUP 09 ASPHALTIC BASE (B12S) (6.5')
SY
7447
$6934
$441,904-98
11
327
70
6
MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH
Sy
6121
$6.69
$34,828,49
12
334
1
53
SUPERPAVE ASHPALT CONC, TRAFFIC C, 3"
TN
1583
$2942
$331,511,86
13
337
I
83
ASPHALT CONC. FRICTION COURSE, TRAFFIC C, t 1/2" (FC-125 PG 76-22)
TN
1297
$211.62
$274,471.14
14
426
1
201
INLETS, CURB, TYPE 9, <10'
EA
31
$10,3I9.40.
$321,t6264
16
425
1
331
INLETS, CURB, TYPE P-3, IS
EA
2
$26:213,45
$52 426.90
16
426
1
361
INLETS, CURB, TYPE P-6, <10'
EA
8
$14,164.84
$113,23712
1I
426
2
41
MANHOLES, P-1, <10'
EA
2
$9,080.18
S18,160-36
10
430
175
118
PIPE CULVERT, OPT MAT'L. ROUND, 18" S/CD
LF
4419
$141,00
$623,07900
19
520
1
10
CONCRETE CURB & GUTTER, TYPE F
LF
72
$67EA
$444134 OS
20
520
1
I
CONCRETE CURB & GUTTER, TYPE E
LF
2,108
$57.69
$121,399 72
21
520
2
2
CONCRETE CURB, TYPE B
LF
Bet
$ XL S
$47'951.22
22
520
2
4
CONCRETE CURB, TYPED
LF
411
$49.15
$20,200.65
23
520
2
8
CONCRETE CURB, TYPE RA
LF
574
$90.30
$51,832.20
24
520
5
11
TRAFFIC SEPARATOR CONCRETE-TYPE1,4'WIDE
LF
400
$14522
569,705.A.
25
522
1
CONCRETE, SIDEWALK, 4" THICK
SY
7345
$101.80
$74?72t 00
26
522
2
CONCRETE, DRIVEWAYS/RAMPS, 6"THICK
SY
797
$150,91
$120,21127
21
622
2
DETECTABLE WARNINGS
SF
020
$43,31
S35,860.68
28
700
1
11
SINGLE POST SIGN, F&I, <12SF
AS
55
$606.42
$33,353 10
29
I00
1
50
SINGLE POST SIGN, RELOCATE
AS
19
$361.30
$6,864,70
30
I00
1
80
SINGLE POST SIGN, REMOVE
AS
3
$86.67
S260-01
31
I06
1
RAISED PAVEMENT MARKER (RPM) YELLOW
EA
250
$534
$1,367,04
32
111
11
123
THERMOPLASTIC, STD, WHITE, SOLID, 12"
LF
178
$4,26
$2,888.28
33
I11
11
124
THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS
LF
tfi9
$59I
$1,00803
34
I11
11
125
THERMOPLASTIC, STD, SOLID, WHITE, 24"
LF
35
$1FT0
5563.:0
36
I11
11
144
THERMOPLASTIC, STANDARD, W HITE, 2-2 DOTTED EXTENSION LINE, 12" FOR ROUNDABOUT
S535.83
36
I11
11
160
THERMOPLASTIC, STD,WHITE, MESSAGEORSYMBOL
$269.82
$1,888,74
3I1I0HERMOPLASTIC,
STD, WHITE, ARROW
$14.98
$1,61466
38
I11
11
224
THERMOPLASTIC, STD, YELLOW, SOLID, 18"
JEM1,311751J419,672.00
$6.2t
$2,432,76
39I1115IN
THERMOPLASTIC,STD- OP, WHITE,SOLID,e"
$7F6668$11730640
711
16
131THERMOPLASTIC,
STANDARD -OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP Oft 3-9 LANE DROP
$2,351 93
$3575
41
711
16
201
THERMOPLASTIC,STD- OP, YELLOW,SOLID,6'
$7,072.34
$11,740,08
Contingency (10%)
$601,856.50
Roadwa Subtotal
$6,620,421;46
Landscape
SABAL PALM; SABAL PALMETTO; REFER TO PLAN FOR AT, (10'-20'); BOOTED CLEAN STRAIGHT
42
TRUNKS; REGEN HEADS
EA
27
$495.00
$13,365,00
43
LITTLE GEM MAGNOLIA, MAGNOLIA GRANDIFLORA'LITTLE GEM'; 100 GAL., 4" CAL., B MIN.HT.
EA
6
$1, 3I6.00
$8,25000
44
DAHOON HOLLY. ILEX CASSINE; 65 GAL., 3" CL., S MIN. HT., TAPED,
EA
3
" 376.00
$4, 12500
46
BALD CYPRESS IN); TAXODIUM DISTICHUM; 100 GAL., 4" CAL.. 1A MIN. HT., 3' SPRD.
EA
3
$760.00
$2,28000
46
LIVE OAK, QUERCUS VIRGINIANA, 100 GAL., 4" CAL., 1A MIN. HT., 6 SPRD
EA
1
$2, 100.00
$2, 10000
47
CARNAVON GORGE FAN PALM, LIVISTONA NITIDA, 16 CA., FL#i, CLEAN STRAIGHT HEADS
EA
9
$i, 100.00
$9,90000
48
SYLVESTER DATE PALM, PHOENIX SYLVESTRIS, 16' OA.,CLASSIC CUT, CLEAN STRAIGT TRUNK,
SYMMETRICALHEADS,.
EA
6
$3,000.00
$18,000.00
MUSKOGEE CRAPE MYRTLE, LAGERSTROEMIA INDICA'MUSKOGEE', 100 GAL., 4'. CAL., X MIN. HT.,
49
STD. TRUNK
EA
10
$1,031,00
$10,310-00
DO BLANCHARD MAGNOLIA, MAGNOLIA GRANDIFLORA, 'DD BLANCHARD', 100 GAL., 4" CAL., 10'
50
MIN, HT., FULL TO GROUND
EA
1
$1,240.00
$1,24000
51
LILY OF THE NILE, AGAPANTHUS AFRICANUS, 1 GAL., FULL. 3 PPP, 24" CC
EA
928
$19.25
$17,864,00
52
BLUE DAZE, EVOLVULUS GLOMERATUS; 1 GAL., 4" HT.. Y SPRD.. 15" OC
EA
449
$8.00
$3,59200
53
THRYALLIS; GALPHIMIA GRACILIS', 3 GAL_ 7" HT., 14" SPED- 30' 00
EA
86
$16,50
$1 41900
54
RADICANS GARDENIA, GARDENIA JASMINOIDES'RADICANS'; 3 GAL., T' MIN. HT., IS" OC
EA
539
$20,00
$10,780.00
55
DWARF FIREBUSH; HAMELIA PATENS:3 GAL., 18' HT., 9" FORD- 30' OC
EA
73
$20.00
$1 46000
66
DWARF YAUPON HOLLY IN); ILEX VOMITORIA', 3 GAL, T' HT_ , 14' SPRO, 30" O.C.
EA
149
$1200
$1,78800
11
MAUI RED IXORA; IXORA MAUI:3 GAL., 15" HT., 12" SPRD., 36" OC
EA
149
$16,50
$2458,50
58
TEXAS SAGE; LEUCOPHYLLUM FRUTESCENS; 3 GAL.. 18" HT., 12" SPRD., 36" O.C.
EA
158
$14,50
$2,291 00
59
SIMPSON'S STOPPER (N): MYRCIANTHES FRAGRANS; 3 GAL., IS" HT., 12" SPRD., 36" O.C.
EA
386
$14.50
$5,597 00
60
MUHLY GRASS OI) MUHLENBERIA CAPILIARIS; 3 GAL., 15' MIN. HT., 10" SPRD., 36" O.C.
EA
880
$14,50
$12,760-00
fit
BLACK-EYED SUSAN; RUDBECKIA HIRTX 1 GAL.. FULL/DENSE 18" O.C.
EA
2104
$6.ON
$16,832,00
62
SAND CORDGRASS; SPARTINA BAKERI', 3 GAL., 16" HT,10" SPRD, 30" O.C.
EA
86
$14.50
$1,232,50
63
ORANGE BIRD OF PARADISE; STRELITZIA REGINAE; 7 GAL., 24' HT., 24" SPRD., 36' OC
EA
141
$97,00
$13,677,00
fi4
VAR GLOATED CONFEDERATE JASMINE; TRACHELOSPERUM JASMINOIDES'VARIEGATUM'; 3
GAL., 12' HT., 12" SEND- BUSH FORM, 24" OC
EA
t00I
$13,75
$13,846.25
fi5
COONTIE; ZAMIA PUMILA; 3 GAL., 16" HT.. 10' SPRD., 36' O.C.
EA
349
$35.00L�S$2
512,215.00
ARGENTINE BAHIA SOD; PASPALUM NOTATUM'ARGENTINE'; SOLID SOD, CONTRACTOR TO
fib
VEAFYQTY.
SF
41870
$1.60$66,992.00
fit
ROOT BARRIER; DEEP ROOT UB24
LF
465
$20.00$9,30000
fie
MULCH, 3" SHREDDED HARDWOOD
CY
295
$]5.9022,390.50
fig
IRRIGATION
LS
i
$78,109.0078,
109.00
IO
BLACK MEXICAN BEACH PEBBLES; 3"-5" OVER NON -WOVEN GEOTEXTILE FABRIC
SF
1501L
$19.008619ntin
eno 10%39,269.T8
Landeca a Subtotal
$431,9fiT.03
Utilities
71
FURNISH AND INSTALL 12"WM
LF
3356
$250.00
$MS,00000
72
FUR NISHAND INSTALL 12" 1125 DEGREE BENDS
EA
4
S2,200,00
$8,800.00
73
FUR N]SIT AND INSTALL 12" 22.5 DEGREE BENDS
EA
3
12,200.00
$6,60000
74
FURNISH AND INSTALL I2"45 DEGREE BEND
EA
16
52,200.00
$35,200,00
75
FURNISH AND INSTALL IZ'X6"TEE
EA
3
$1,750.00
$6,250.00
76
FUR NISHAND INSTALL 12"X8" TEE
EA
2
SX000.00
14,000.00
7]
FURNISH AND INSTALL 12" TEE
EA
2
$3,000,00
$6,000.00
78
FURNISH AND INSTALL 6" GATE VALVE (WATER MAIN)
EA
3
55.500.00
$16,600.00
79
FURNISH AND INSTALL 12" GATE VALVE
EA
5
10 500,00
$37,600,00
80
FURNISHAND INSTALLS" TAPPING SLEEVE AND VALVE
EA
1
$11,500.00
$11,600,00
81
FURNISH AND INSTALL I2" TAPPING SLEEVE AND VALVE
EA
2
$18450.00
$36,900,00
82
FURNISH AND INSTALL 8" LINE STOP
EA
1
S11,500.00
$11,600.00
83
FURNISH AND INSTALL B"CAP
EA
1
$700.00
$t0000
84
FUR NISHAND INSTALL 12" CAP
EA
2
$]50.00
$1,500.00
85
FURNISH AND INSTALL I2" X 10" REDUCER
EA
1
S1.500.00
I, ..00
86
FURNISH AND INSTALL FIRE HYDRANTS
EA
7
55000.00
$35,000.00
8]
FURNISH AND INSTALL SERVICE LINE
EA
2
S5.000.00
HNFS.00
BS
ABANDON/RE MOVE EXISTING 4' AC WATER MAIN
LF
1377
$5000
$6SX,M,00
89
REMOVE AND DISPOSE OF EXISTING 2" WM
LF
82
$30.00
$2,46000
90
REMOVE AND DISPOSE OF EXISTING 8" WM
LF
189
$60.00
511,340.00
91
REMOVE AND DISPOSE OF EXISTING 10" WM
LF
17
$60.00
$1,02000
92
REMOVE AND DISPOSE OF EXISTING 12 WM
LF
3106
$65.00
$201,89000
93
REMOVE EXISTING FIRE HYDRANT ASSEMBLY
EA
4
$2,'75.00
$11,500,00
94
FURNISH AND INSTALL 6"RWM
LF
96
$175,00
$16,800, 0
95
FURNISH AND INSTALL 8"RWM
LF
2743
$225.00
$617,17500
96
FURNISH AND INSTALL B" 11.25 DEGREE BENDS
EA
8
$600.00
$4,80000
97
FURNISH AND INSTALL 8" 22.5 DEGREE BENDS
EA
2
$600.00
$1,20000
98
FURNISH AND INSTALL B"45 DEGREE BENDS
EA
2
$600.00
$1,20000
99
FURNISH AND INSTALL S"X6"TEE
EA
1
$800,00
$80000
100
FURNISH AND INSTALL 6" GATE VALVE(RWM)
EA
1
$5,500,00
$6,500.00
101
FURNISH AND INSTALL B" GATE VALVE
EA
4
$6,000,00
$24,00000
102
FURNISH AND INSTALLS"X 6"REDUCER
EA
1
$1,200,00
$1,20000
103
FURNISH AND INSTALL 6"CAP/PLUG
EA
1
$550,00
$55000
104
CONNECT TO EXISTING 8"RWM
EA
1
S3.000,00
$3,000.00
105
FURNISHAND INSTALLS" OR
LF
2515
$300,00
$754,50000
106
FURNISHAND INSTALL MANHOLE (<8 FT depth) (Senliary Sewer)
EA
3
$12,000-00
S36,000.00
107
FURNISH AND INSTALL MANHOLE (>8 FT depth) (Senliary Sewer)
EA
5
515,000'00
$75,000,00
108
CORE DRILL EXISTING MANHOLE
EA
1
S5.000.00
$6,00000
109
FURNISH AND INSTALL 4" PVC FM
LF
1262
$150.00
$189' 0000
110
FURNISH AND INSTALL 4" 45 DEGREE BENDS
EA
8
$400,00
$3,20000
BYPASS PUMPING
ITS
1
$10,000.00
$10,000.00
112
FURNISH AND INSTALL NEW LIFT STATION
US
1
$470,000,00
$470,00000
Contiogenry (10°0)
$358,373.50
UTILITIES SUB -TOTAL
83,942,108.50
GRANO TOTAL
$10,994,491.98
Page 11 of 16
�. ESTIMATE OF PROBABLE CONSTRUCTION COST
BLUFORD AVENUE
CITY OF OCOEE, FLORIDA ESTIMATED BY AM
DATE: "'Wm
Phase 3 - Geneva Street to Delaware Street CHECKED BY: JML
ITEM
FDOT PAY ITEM NUMBER
ITEM DESCRIPTION
UNIT
QUANTITY
UNIT COST
TOTAL COST
NUMBER
Roadway
1
101
1
MOBILIZATION
LS
1
$224,708.98
$224,708.98
2
102
1
MAINTENANCE OF TRAFFIC
LS
1
$133,755:34
$133,755.34
3
104
10
3
SEDIMENT BARRIER
LF
3298
$3.30
$10,883.40
4
104
18
INLET PROTECTION SYSTEM
EA
25
$229.22
$5,730.50
5
110
1
1
CLEARING & GRUBBING
AC
1.30
$177,983.47
$231,378,51
6
110
4
10
REMOVAL OF EXISTING CONCRETE
Sy
2538
$40.37
$102,459.06
7
120
1
EARTHWORK
ITS
1
$10,000.00
$10,000,00
8
327
70
6
MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH
SY
5614
$5.69
$31,943.66
9
337
7
83
ASPHALT CONC. FRICTION COURSE, TRAFFIC C, 1 1/2" (FC-12.5, PG 76-22)
TN
464
$211.62
$98,191,68
10
425
1
201
INLETS, CURB, TYPE 9, <10'
EA
6
$10,379.44
$62,276,64
11
425
1
205
INLETS, CURB, TYPE 9, PARTIAL
EA
19
$11,450.67
$217,562.73
12
430
175
118
PIPE CULVERT, OPT MATT, ROUND, 18" S/CD
LF
513
$234.54
$120'319,02
13
520
1
10
CONCRETE CURB & GUTTER, TYPE F
LF
3649
$57.59
$210,145.91
14
520
2
4
CONCRETE CURB, TYPE D
LF
361
$49.15
$17,743,15
15
522
1
CONCRETE, SIDEWALK, 4" THICK
SY
3181
$107.52
$342'021,12
16
522
2
CONCRETE, DRIVEWAYS/RAMPS, 6" THICK
SY
831
$145.20
$120,661.20
17
527
2
DETECTABLE WARNINGS
SF
450
$47.28
$21,276.00
18
700
1
11
SINGLE POST SIGN, F&I, <12SF
AS
10
$943:98
$9,439.60
19
700
1
60
SINGLE POST SIGN, REMOVE
AS
10
$86.67
$866.70
20
706
1
RAISED PAVEMENT MARKER (RPM) YELLOW
EA
88
$5.73
$504.24
21
711
11
123
THERMOPLASTIC, STD, WHITE, SOLID, 12"
LF
500
$4.26
$2,130-00
22
711
11
125
THERMOPLASTIC, STD, SOLID, WHITE, 24"
LF
377
$7.84
$2,955.68
23
711
11
224
THERMOPLASTIC, STD, YELLOW, SOLID, 18"
LF
38
$6.27
$238,26
24
711
15
101
THERMOPLASTIC,STD- OP, WHITE,SOLID,6-
GM
0.66
$25,647.27
$16,927,20
25
711
16
201
THERMOPLASTIC,STD- OF YELLOW,SOLID,6"
GM
0.66
$25,670.60
$16,916.93
Contingency (20%)
$402,207.10
Roadway Subtotal
$2,413,242.61
Landscape
BASAL PALM; SABAL PALMETTO; REFER TO PLAN FOR CT. (10'-20'); BOOTED CLEAN STRAIGHT
26
TRUNKS; REGEN HEADS
EA
3
$495.00
$1,485.00
27
LITTLE GEM MAGNOLIA, MAGNOLIA GRANDIFLORA'LITTLE GEM'; 100 GAL., 4" CAL., 8' MIN.HT.
EA
3
$1,375.00
$4,125.00
28
CARNAVON GORGE FAN PALM, LIVISTONA NITIDA, 16' OA., FL#1, CLEAN STRAIGHT HEADS
EA
3
$1,100.00
$3,300.00
29
LILY OF THE NILE, AGAPANTHUS AFRICANUS, 1 GAL., FULL, 3 PPP, 24" OC
EA
928
$19.25
$17,864.00
30
RADI CANS GARDENIA, GARDENIA JASMINOIDES'RADICANS'; 3 GAL., 7" MIN. HT., 18" OC
EA
292
$20.00
$5,840.00
31
DWARF YAUPON HOLLY (N); ILEX VOMITORIA; 3 GAL., 7" HT., 14" SPRD., 30" O.C.
EA
119
$12.00
$1,428.00
32
MAUI RED IXORA; IXORA MAUI; 3 GAL., 15" HT., 12" SPRD., 36" OC
EA
57
$16.50
$940.50
33
SIMPSON'S STOPPER (N); MYRCIANTHES FRAGRANS; 3 GAL., 18" HT., 12" SPRD., 36" O.C.
EA
95
$14.50
$1,377.50
34
BLACK-EYED SUSAN; RUDBECKIA HIRTA; 1 GAL., FULL/DENSE, 18" O.C.
EA
252
$8.00
$2,016.00
35
WALTER'S VIBURNUM; VIRBURNUM OBOVATUM; 3 GAL., 18" HT., 12" SPRD. 36" OC
EA
251
$14.50
$3,639 50
36
COONTIE; ZAMIA PUMILA; 3 GAL., 15" HT., 10' SPRD., 36" O.C.
EA
355
$35.00
$12,425,00
ARGENTINE BAHIA SOD; PASPALUM NOTATUM'ARGENTINE'; SOLID SOD, CONTRACTOR TO VERIFY
37
QTY.
SF
24,533
$1.60
$39,252,80
38
ROOT BARRIER; DEEP ROOT UB24
LF
743
$10.00
$7,430-00
39
MULCH, 3" DEPTH SHREDDED HARDWOOD
CY
86
$75.90
$6,527-40
40
IRRIGATION
ITS
1
$42,960.00
$42,960.00
Contingency (20%)l
$30,122.14
Landscape Subtotal
$180,732.84
Utilities
41
FURNISH AND INSTALL 8" RWM
LF
1525
$225.00
$343,125.00
42
FURNISH AND INSTALL 8" 11.25 DEGREE BENDS
EA
4
$600.00
$2,400.00
43
FURNISH AND INSTALL 8" 45 DEGREE BENDS
EA
8
$600.00
$4,800,00
44
CONNECT TO EXISTING 8" RWM
EA
2
$300,00
$600.00
45
FURNISH AND INSTALL 8" GRAVITY MAIN
LF
1520
$300,00
$456,000.00
46
FURNISH AND INSTALL MANHOLE (>8FT DEPTH)
EA
5
$12,000,00
$60,000.00
47
CORE DRILL EXISING MANHOLE
EA
1
$5,000,00
$5,000-00
Contingency (20%)
$174,385.00
UTILITIES SUB -TOTAL
$1,046,310.00
GRAND TOTAL11
$3,640,285.45
Page 12 of 16
ESTIMATE OF PROBABLE CONSTRUCTION COST
BLUFORD AVENUE
CITY OF OCOEE, FLORIDA ESTIMATED
ATE
NUMBER FOOT PAYITFM NUMBER ITEM DESCRIPTION NI QUANTITY UNIT COST TOTAL COST
BASE BID ITEMS
MOBILISATION
I.S
$1,136,1E3.01
$1, 136,1033
104
10
3
MAINTENANCE OF TRAFFIC.
SEDIMENT BARRIER
LS
LF
12181
$616,6E8.91
$38E
I—AA391
$42, 1911E
4
104
18
INLET PROTECTION SYSTEM
EA
S229.22
$25,67264
5
110
111
4
10
CLEARING&GRUBBING
REM —OF EXISTING CONCRETE
AC
BY
6.31
S1TIAII3.47
34E.31
ID ,76,41E14
Si26,67404
I
CE
EARTHWORK
LS
-Son E0
$54,80E 00
1.
285
4
109
TYPEBSTAMHOATION(I..BR40)(12")
CPTIGNAI.. BASE GROUP C9 CRUSHED CONC (10")
BY
SY
9194
9289
525.78
339.5A
$252,48932
1161,47214
10
285
109
0PTIONAIL BASE GROUP 09 ASPHAI..TIC BASF.(6125) Y)
BY
1441
.9'14
$44t,904 IA
11
12
321
334
53
MILLING EXISTING ASPHALT PAVEMENT, 11/2"AVG DEPTH
SUPERPAVF. ASHPAI.T CONC. TRAFFIC C 3"
BY
TO
11735
2162
35.68
$20942
$66,]]215
$518,41304
11
331
1
83
ASPHALT CONC-FRICTION COURSE, TRAFFIC C, 1112" TO 12.5, PG 16-22)
TO
294E
$211-62
$822, 162NA
14
15
425
425
205
INLETS, CURB, TYPE 9,<t D'
INLETS. CURB, TYPE 9, PARTIAL
EA
EA
31
12
510.3I9.44
$11,45E.6I
1114,03921
521],662IS
16
425
331
INLETS, CURB, TYPE PJ, <f 0'
EA
$26,213.45
It 2,42890
11
425
425
335
INLETS, CCEE TYPE -3, PARTIAL..
INLETS. CURB, TYPE P 6, <10'
EA
EA
$8,13068
3IT154.64
$24,39204
$193,23'].12
19
425
2
41
MANHOI..BE P-1,""
EA
2
$9,080.18
$98, 1"SB
20
21
425
425
MANHOLE ADJUST
VALVE BOX, ADJUST
FM
EA
53,6E1 "
51,5000E
$3,601 79
$11,OOA.
12
4.
16]5
PIPE CULVERT, OPT MAT'L, ROUND. 18"S/CD
LF
40P2
5PES
3695,4120E
23
24
520
520
1
1
10
1
CONCRETF CURB & GUTTER, TVPE F
CONCRETE CURB & GUTTER, TYPE E
LF
LF
1255t
2,t011
SS).59
35159
$]22812.
$121 39972
25
520
CONCRETE CURB, TYPE A
LF
153
$54.06
$29,895. is
26
21
520
520
2
2
2
4
CONCRETE CURB, TYPE B
CONCRETF CURB, TYPE D
LF
LF
1,029
112
354.GB
349.11
$55,62114
$3194380
5M)
CONCRETE CURB. TYPE RA
LF
514
$9E.3D
$11 8322E
30
520
522
11
TRAFFIC. SEPARATOR CONCRETE TYPE 1. TWIDE
CONCRETE, SIDEWALK, 4"THICK
LF
BY
11653
514522
51018E
$102,D8966
$1, 186,27540
522
2
CONCRETF,DRIVEWAYS/RAMPS, 6"THICK
BY
t619
3150.9,
$253,31789
32
PH
521
ASSINGLE
DETECTABLE WARNINGS
POST SIGN F&I, <t25F
SF
AS
1333
65
$43.31
—2
$S7,73223
$39,4113E
34
>00
50
31NGI.E POST SIGN, REI..00ATF
AS
19
53613E
$6,864?0
35
36
GE
106
1
60
SING LE POST SIGN, REMOVE
RHFNOAVEMENTMARKER
AS
EA
93
4
386.6]
$5.34
IN, 126.]1
$6TV, 96
31
111
11
123
THERMOPLASTIC, SIR, WHITE,SC1.10.12"
HIT.. SM) ID,12'
LF
1441
$4.26
$8,13366
38
39
111
111
11
11
124
125
THE RMOPI ASTIC,STANDARD, WHITE SOLID, 1 P FOR DIAGONALS
THERMOPLASTIC STO SOLID WHITE. 24'
LF
LF
168
568
35.B1
316.1E
"1449A
$9, 1448E
40
111
11
141
THEN OPI ASTIC STANDARD DOTTED EXTENSION I..INE12"FOR ROUNDABOUT
OM
ED554
$9,612.0E
$53583
41
42
111
111
11
11
160
110
CWHIT,WHITE FSSAG2
THERMOPLASTIC STDWHITE MESSAGE OR SYMBOL
THERMOPLASTIC STD, WHITE ARROW
EA
14
5269.82
&94.98
GE 18
33,0393
43
111
11
224
THERMOPLASTIC STD, VELLOW, SOLID, 18"
426
SO
$2,8710
44
45
>11
15
16
131
THERMOPI ASTIC STD OF, WHITESOLID6"
THERMOPLASTIC STANDARDOTHER SURFACES, WHITE SWP,6", tO30 SKIP OR 39 LANE DROP
IG.
2.91
OD441
$1,066.68
$2,35193
$2AMMAR4
$106.13
46
111
16
THERMOPLASTIC STD OP. YELLOW,SOLID6"
2.12
$$1,'034
$t B,236.16
Contingency I, SOd
$1.596,998.53
Roadwa Subtotal
$11,531,632.63
Landscape
SABAL PALM', BASAL PALMETTO', REFER TO PLAN FOR CT F-H ): BOOTED CLEAN STRAIGHT
EA
54950E
$14,—AIL
F.
LITTLE GEM MAGNOLIA MAGNOLIA GRAN L..4 CAL., BMINHT.
313750E
$12,375.G0
IS
5SID
SSINE, 65 GAL_ 3" C e' MIN. HT
IN), TAXODIUM DISTICHUM, IN GAL.. 4"CAL., 10—N_HT., TSPRD-
$13760E
EDG 00
$4, 125.0E
$2,2ROOM
LIVEOAK, OUERCUS VIRGINIANA, 100GAL_4" CAL.,10`MINHT., 6'SPRD
32.10IFE
$t0,5DE.0D
52
CARNAVON GORGE FAN
SYLVESTER DATE PALM, PHOENIXSYLVESTNE 16'US CLASSIC CUT, CLEAN STRAIGTTRUNK
EA
51,1000E
$13100.G0
53
SYMMETRICAL., HEADS,-
EA
e
$3,000.0E
$21,000 OO
54
PETITE M OLEANDER'PETITE PINK': 3 GAL., t
EA
16
$290E
$1,520.00
55
MUSKOGEE HT, BID TRUNK PE MYRTE, LAGERSAG)EMIA INDICAMUSKOGEE. I OE GAL., 4. CAL., 3MIN
NATCHES CRAPE MYRTLE, L,AGERSTROFMIA INDICA'NATCHEI", ISO GAL., 4" CAL, P IN AT,
EA
22
$1,0310E
322,6820E
EAL
3103110
$B, 1. OF
57
LIA(N), MAGNOLIA VIRGINIANA eS GAL.,3 CAL_ e'MIN_ HT., STD. TRUNK
IS 1AGNIL A, MAGNOLIA GRANDIFLORA. DU BLANCHARD100 GAL 4 CAL.
EA
12
31,3]60o
D,FSMA0
58
BLANCHARD , ..
ITTFULLGROUND ,1
EA
gt,240.0E
$t 2400E
9
Lit Y OF THE NIL AGAPANTHUS AFRICANUS, I GAI.., FULL, 3 PPP, 24'OC
EA
1856
81825
336,7280E
60
61
BI..VE DAZE EVOLVULUS GLOMERATUS', 1 CAI..., 4" HT, GSPRD., I EOC
THRYALLIS'. GALPHIMIA ORACILIR 3 GAL .,1"HT., 14"SPRD., 30"O.C.
EA
EA
449
e6
58.0E
516.50
$111211
$9,41900
62
RADICARE GARDENIA, NOIDFS'RFlDIC'SPRD GA1..., 1"MIN . HT., 18"OC
EA
831
420.00
$16,6200E
63
64
DWARF FIREBUSH; HAMEI..IA PATENS', 3 CAI..., t8" HT., B"SPRD., 30" OC
F.IIAPTFNF,3
DWARFYAUPONHOLLY(N),ILEXVOMITORIA', 3GAL.,1"HT. 14"SPR0.3E"0.0.
EA
EA
MA
68
520.00
512.0E
$e,]2E00
$821B00
65
66
MAUI RED IXORA', INOW, MAUI, 3 GAL, 15' HT, 12" BEAR, 3G' OC
TEXAS SAGE I.E000PHYI..I..UM FRUTFSCENS, 3 GAI..., 18' HT, 12" BARD, 36" 0.0.
FA
FA
NSI
158
5165E
514.5E
$3,3990E
$1,29t 00
61
ARIPSON'S STOPPER (N); MYRCIANTHFS FRAGRANS', 3 GAL., 18" HT., 12-SPRD., -O.C.
FA
481
$14.50
IF 7450
68
6B
MUHLY GRASS (N): MVHLENBERW CAPILLARIS', 3 GAL., 15' MIN. HT., ID" SPIC, 36" O.C.
Ei..I..IOT'S I.. FIT GRASS, ERAGROSTLI IS El 3 GAL., W HT., B'SPRD., 24'OC
EA
EA
121H
416
3145E
$14.50
$18,0
24? 0
$6,03200
)0
BI..UE DAZE', EVOLVULUS GLOMERATUS', t GAL., 4" HT., 6" BRAD., 15' 0.0.
EA
144
58.50
$2924 00
71
12
VARIGATED CONFEDERATE JASMINE', TRACHELOSPERUM JAB INOIDES'VARIEGATUM 3 GAL.. 1
SUSANRUDBECNA HIRTA. I GAIFUI.LDENSE IB'O.0
EA
A
2831566
S1850E0
EBI.ASKEYED
$1240
$8.4800
13
SAND CORDGRASS, SPARTINA BAKERI', 3 GAL, 15' HT, 10"SPRD, 30"O.C.
EA
85
514.50
$1,232AM
14
OFPARADIDFi ATE JASI.ITZAINE. RA HELOSPE U2 JAEMI14^SPRD. REGK
0 WIGE VAR JASMINE: TRACHELOSPERUM JABMINOIDES NARIEGATUM':3
EA
141
$91.E0
$t3,6]100
GAL I'HTEDCONFEDERATE
SPRD., BUSH FORM, 24"OC
BA
1.7
ALF 11
$3,6395E
1]
IGAI IF , 12 SPRD. 36 OC
EA
]04
$1350
314 SE
5350E
$24,64EBG
ARGENTINE AHIA SOD, PASPALUM NOTATUPAPARGENTINE, SOLID SOD, CONTRACTOR TO
VERIFYQTYg
SF
11"18
$1.6E
$176,988
ROOT BARRIER', DEEP ROOT U62.4
t208
$20.00
It PL—_
Bt
MULCH, 3" SHREDDED HARDWOOD
IRRIGATION
CYLF
I.S
496
5159E
St60,123.00
$376464
396E 123 AM
BLAOKMIXICAN BEAON PEBBLES:9"d"OVER NON -WOVEN GEOTEXTILE FABRIC
3F
11E8
&19.E0
$32,452.GD
Conlin enc 15%
$114,166.19
L-B— a Subtotal
Se]5,2]4.i4
UTILITIES
uz^wM
52sa Oo
$Bas,DGD.DG
522000E
$e,80D.D0
L12^ 45 DEGREE BLNDDS
522000E
52.20E 00
$B,60D.D0
$35,RDE.G0
51,15E Oo
35,250.0E
320000E
330000E
$4,DOO.OF
$6,DOD.D0
VE IWATER MAIN)
56.6000E
3t 8500.0E
TTAPPING
5150E 00
311,6090E
$31,SOE.OF
$tt,SDEGD
L 82 SLEEVEA NGVALVE
EA
5184600E
$36,000AD
OP
311,6000E
570100
$t1,50E.00
$]C'OF
51500E
$t,50D.D0
L12^XA1P'REDUCER
5160E 00
MILE—$35DO
3t,5ED.00
,O.ED
SS OOL'0
$t G,GDO.GD
IN
IF
IG$10
5690E
00
$68,US,
$14. F
56000
$11,340-OD
5690E
$65.00
$1,02D.OF
WE1,89E.OG
REMOVE EXIST NG FIRE —PART ASSEMBLY
E
$287500
$t 1,SD0.G0
517500
52250E
$15,8DO.OD
$t,D4t,3G0.D0
560000
$i,20D.00
E BENDS
56000E
$6000E
$120D.D0
$6,DOD.OF
$10E 00
Id. OF
vE 1-11
NATALI AT
4
56.6000E
360000E
35,500.0E
$24,GDO.GD
CER
:A
31,2000E
$1,2.00.D0
FURNISH AN G
$5500E
530000E
$SSD.DF
39,000.0E
VLE 9 FINdeptM1)(Senttary
53000E
$t,21 D,5GD.00
LE pB FTdep1M1)(Senitary Sexrer)
SS=
31200E OE
$16,00E 0E
$36,000.00
3150,000.0E
CORE DRILL EXISTING MANHOLE
55 OOEDO
$t G,GDE.
2
123
FURNIBHANO INSTALL. 4"PVGFM
FURNISH INBTAi..l.. 4" 45 DEGREP BENDS
LF
EA
1262
B
31500E
34000E
$t 89,3000E
33,200.0E
BYPASSUM
PUMPING
31E OEE OE
$f 0,0DE.0D
FURNISH AND INSTALL NEW LIFT STATION
Ls
I34]O
OOE 00
$41EOOE00
Contingency (15%)
$683,55999
UTILITIES SUB -TOTAL
55,240,619.0E
—TOTAL
St],64],315.1]
Page 13 of 16
Duration
2023 2024
Activity Name
(Work
Start Date Finish Date
Predecessors
Successors
Days)
December January February March April May June July
1
60% Plans Preparation
40.00
12/12/23 2/5/24
2
2
o
City 60 /o Review
14.00
2/6/24 2/23/24
1
3' 4 5 6
3
90% Plans Preparation
30.00
2/26/24 4/5/24
2
7
4
Utility Coordination
30.00
2/26/24 4/5/24
2
7,
,
Pe
30.00
2/26/24 4/5/24
2
7
...Due
ke
6
Enerination
gy Coordination
30.00
2/26/24 4/5/24
2
7
7
City 90% Review
14.00
4/8/24 4/25/24
3, 4, 5, 6
8
7WEIM111,
8
100% Plans Preparation
14.00
4/26/24 5/15/24
7
9
9
10
100 /o City Review
Final Plans Submittal
14.00
6/24 6/4/24
6/5/24 6/24/24
8
9
10
Imsxxn
Iwxoon
December January February March April May June July
Page 14 of 16
Duration
2023 2024 2025
Activity Name
(Work
Start Date Finish Date
Predecessors
Successors
Days)
December January February March April May June July August September October November December January
1
60% Plans Preparation
45.00
12/12/23 2/12/24
2
2
o
City 60/o R_evlew
—
30.00
---
2/13/24 3/25/24
1
3 4 5 6
3
90% Plans Preparation
30.00
3/26/24 5/6/24
2
7
4
Utility Coordination
60.00
3/26/24 6/17/24
2
7
m.
5
SJRMWD Permitting
90.00
3/26/24 7/29/24
2
7
6
Duke Energy Coordination
90.00
3/26
7
City 90% Review
30.00
7/30/24 9/9/24
3, 4, 5, 6
8
1 ;':':IN
8
100% Plans Preparation
30.00
9/10/24 10/21/24
.7
9���
9
100% City Review
14.00
10/22/24 11/8/24
8
10
10
Final —Plans Submittal
14.00
11/11/24 11/28/24
9
NONE',,
' I I I I December January February March April May June July August September October November December January
Page 15 of 16
Activity Name
(Work
Start Date
Finish Date
Predecessors
Successors
Days)
January February March April
May June July August September October November December January February March April
H ANSI
Searches
10
es
| U � � | � � | January February March April May June July August September October November December January Fnbmmy March April |
Page 16 of 16