Contract 2020-067A#2020-67-A
SECOND AMENDMENT TO AGREEMENT BETWEEN
THE CITY OF CLERMONT AND TRAVERSE GROUP, INC.
This Addendum is to that certain agreement of August 13, 2019, No. 2019-55, (the
Agreement) between the CITY OF CLERMONT, FLORIDA, hereinafter referred to as "CITY" and
TRAVERSE GROUP, INC., hereinafter referred to as "CONTRACTOR".
WHEREAS, the parties entered into the Agreement as part of the City's Streetscape Project
as set forth in RFB 19-051;
WHEREAS, the Streetscape project was designed to be completed in three phases as set
forth in the project plans;
WHEREAS, Contractor has satisfactorily completed Phase I of the Streetscape project and
is willing, able, and mobilized to timely complete Phase 11 of the project; and
WHEREAS, it is in the best interest of the City of Clermont and the efficient and cost
effective completion of the Streetscape project, for the parties to expand the Scope of Work as set
forth in the Agreement.
NOW THEREFORE, the parties hereto, in and for the consideration as hereinafter set forth
in this First Amendment and in the Agreement, do hereby agree and covenant as follows:
1. The above -stated recitals are hereby incorporated and made a part of this First
Amendment.
2. This Amendment expressly modifies the Agreement and in the event of a conflict,
the terms and conditions of this Amendment shall prevail.
3. The teens of the Agreement and specifically the Scope of Work and compensation
shall be expanded to include the services to be provided as more particularly described in Exhibit
"A", attached hereto and incorporated herein. Contractor shall not be authorized to proceed until
such time as a Notice to proceed has been issued by the City. The Scope of work shall be
completed by the date set forth in the Notice to Proceed.
4. It is further agreed to and acknowledged by the Parties that the City anticipates the
designing and constructing of Phase III of the Streetscape project. As a result upon completion of
the Phase III plans, Contractor shall review and submit to City its cost proposal to perform the
scope of work necessary to complete Phase III. The cost proposal for Phase III shall be submitted
to the City Council for consideration and subject to final approval by a future Amendment to this
Agreement.
1
5. All other terns and conditions set forth in the Agreement shall remain in full force
and effect and unchanged as agreed to by the parties.
IN WITNESS WHEREOF, the parties hereto have made and executed this Addendum for
the purposes herein expressed on the dates set forth below.
Attest:
Tracy Ackroy Howe, City Clerk
Attest:
Alicia Roehn, Secretary
2
CITY 'F CLERMONT
1-
BY
r QKCwS�S��`�e�
Date: 0
TRAVERSE GR UP, INC.
fl /
By
Nigel itt, President
Date: 10.15.2020
ATTACHMENT A
Scope of work Streetscape Phase 2
The City of Clermont Downtown Phase 2 Streetscape project will consist of re -constructing
Minneola Avenue from West Avenue to Th street and a Street from Osceola Street to Montrose
Street.
The project will include; demolition of roadway, curbing, sidewalk, storm drainage, water mains,
and sanitary sewer mains. As well as all services to existing properties. Construction of new water
mains, sanitary sewer mains, services to existing and new properties, a new Stormwater drainage
system, new decorative brick Paver Street and parking, A.D.A. compliant sidewalks, curbing,
landscaping, irrigation, decorative street lighting and event power where indicated. The project
covers four city blocks and is approximately 2,000 LF of reconstruction, including two
intersections, within an area of existing businesses, residents and visitors.
Per the plans prepared by BESH, Inc. dated 7/27/2020
Construction Drawings for
City of Clermont Streetscape
Phase 2 W. Minneola Ave and 8th Street
Lump Sum Amount of $4,310,565.37
Per Exhibit A to Attachment A
i 0� k7—
EXHIBIT A
TO ATTACHMENT A
100 - GENERAL
Unit Price
Extended Price
$ 552,138.07
1.1
Mobilization / Demobilization
1
LS
$
200,000.00
1.2
Payment and Performance Bond
1
LS
$
127,336.77
1.3
Maintenance Bond
1
LS
$
10,000.00
1.4
Silt Fence
1334
LF
$
1.95
$
2,601.30
1.5
Tree Protection
1
LS
$
4,000.00
$
4,000.00
1.6
As -Built Drawings
1
LS
$
12, 500.00
1.7
Building Permitting
I
1
LS
$
-
1.8
Temporary Construction Fencing
1
LS
$
17,500.00
1.10
MOT / Traffic Control
1
LS
$
125,000.00
1.11
Survey (Stake) Layout
1
LS
$
25,700.00
1.12
Testing - Density
1
LS
$
27,500.00
200 - DEMOLITION 1 CLEARING AND GRUBBING
$
514,584.26
2.1
NPDES (including submittal of monthly reports
1
LS
$
8,500.00
2.2
Silt Fence (incl. continuous maintenance)
1334
LF
$
2.00
$
2,668.00
2.3
Filter Fabric Inlet Protection
6
EA
$
100.00
$
600.00
2.4
Gravel Drive At Construction Yard Entrance (Intl.
Refresh Every Two Months)
60
SY
$
100.00
$
6,000.00
2.6
Remove And Dispose Existing Pavers
2367
SF
$
3.50
$
8,284.50
2.7
Remove And Dispose Existing Curb
2743
LF
$
10.00
$
27,430.00
2.11
Remove And Dispose Existing Asphalt
58545
SF
$
0.85
$
49,763.25
2.12
Remove And Dispose Existing Concrete Driveways
3447
SF
$
3.00
$
10,341.00
2.13
Remove And Dispose Existing Concrete
Walkways/Sidewalks
11950
SF
$
1.95
$
23,302.50
2.14
Remove And Dispose Existing Trees
20
EA
$
1,500.00
$
30,000.00
2.15
Remove and Dispose Existing Concrete Bollards
0
EA
$
150.00
$
-
2 of 12-
2.17
Remove And Dispose Existing Light Pole Bases
16
EA
$ 250.00
$ 4,000.00
2.18
Saw Cut Existing Asphalt
2500
LF
$ 1.25
$ 3,125.00
2.19
Saw Cut Existing Concrete
1500
LF
$ 1.25
$ 1,875.00
2.22
Remove/Dispose Site Furnishings
1
LS
$ 1,500.00
$ 1,500.00
2.23
Remove & Dispose of Return Existing Street Signage
to City
20
EA
$ 100.00
$ 2,000.00
2.24
Strip Existing Sod/Landscape Areas
20000
SF
$ 0.20
$ 4,000.00
2.25
Roll Off Dumpster
10
EA
$ 500.00
$ 5,000.00
2.26
Remove Existing Concrete road Base
62199
SF
$ 5.00
$ 310,995.00
2.27
Mini Mill Joints
0
LS
$ 750.00
$ -
2.28
Remove Asphalt and Base in Parking Area (Minneola
Sta 8+79L to 11+65L)
1750
SF
$ 7.00
$ 12,250.00
2.29
Remove existing wall
4
LF
$ 50.00
$ 200.00
2.30
Remove existing LID and Curb
1
EA
$ 2,750.00
$ 2,750.00
300 - EARTHWORK AND GRADING $ 129,576.50
3.1 112" Stabilized Subgrade
7570
SY
$ 3.00
$ 22,710.00
3.3 Roadway Grading
7570
SY
$ 2.00
$ 15,140.00
3.4
Asphalt Trail Grading
100
SY
$ 3.00
$ 300.00
3.5 Curb Grading
1680
SY
$ 5.00
$ 8,400.00
3.6
Sidewalk/Driveway Grading
2526
SY
$ 4.00
$ 10,104.00
3.7
Landscape Area Grading
2250
SY
$ 2.00
$ 4,500.00
3.10 Excavate For Roadway
3750
CY
$ 6.00
$ 22,500.00
3.11
Excavate For Multi -Purpose Trail
50
CY
$ 7.50
$ 375.00
3.12
Excavate For Crosswalks
25
CY
$ 10.00
$ 250.00
3.13
Excavate For Curb
775
CY
$ 7.50
$ 5,812.50
3.14
Landscape Area Excavation
740
CY
$ 4.00
$ 2,960.00
3.16
Grade For Ramps And Landings
35
SY
$ 15.00
$ 525.00
3.17
Removal / Disposal Of Excess Fill Material
3500
TCY
$ 6.00
$ 21,000.00
3.18
Final Dressing And Finish Grading
1
LS
$ 15,000.00
3 0,P 1z
400 -WATER SUPPLY $ 318,615.00
4.1
Adjust Air Valve To Grade
1
EA
$ 750.00
$ 750.00
4.2
Remove And Install Water Meter And Box & Connect
To Existing Service (Connections)
23
EA
$ 750.00
$ 17,250.00
4.3
Remove Existing Water Service
New Water Service
200
LF
$ 10.00
$ 2,000.00
4.4
220
LF
$ 20.00
$ 4,400.00
4.5
Adjust (Existing not Removed) Water Meter Boxes To
Grade
5
EA
$ 150.00
$ 750.00
4.6
Remove Water Meter If Connected To Abandoned
Water Line
1
EA
$ 100.00
$ 100.00
4.8
Relocate Existing Fire Hydrant (Up To 20')
1
EA
$ 1,500.00
$ 1,500.00
4.9
Adjust Existing Fire Hydrants (Fire Hydrant Extension)
1
EA
$ 1,000.00
$ 1,000.00
4.10
JAdjust Water Valve Boxes To Grade
17
EA
$ 150.00
$ 2,550.00
4.11
8" DIP Water Main
3
LF
$ 55.00
$ 165.00
4.12
8" MJDI 45 Deg. Bends
3
EA
$ 400.00
$ 1,200.00
4.14
Grout Fill Existing 8" Water Main Per City Standards
300
LF
$ 15.00
$ 4,500.00
4.17
2" Poly Water Service
500
LF
$ 10.00
$ 5,000.00
4.18
Connect 2" Poly Water Service To Existing Services
Or Meter
23
EA
$ 1,500.00
$ 34,500.00
4.21
6" D.I.P. Water Main
0
LF
$ 50.00
$ _
4.23
Remove Existing Water Service To Existing 6" Meter
0
LF
$ 25.00
$ -
4.24
10" D.I.P. Water Main
1520
LF
$ 65.00
$ 98,800.00
4.25
10" Gate Valve
17
EA
$ 2,750.00
$ 46,750.00
4.26
10" Cap
7
EA
$ 400.00
$ 2,800.00
4.27
Potholing / Soft Digs
1
LS
$ 15,500.00
$ 15,500.00
4.28
Pressure Testing
1
LS
$ 2,500.00
$ 2,500.00
4.29
Bacteriological Testing
1
LS
$ 1,750.00
$ 1,750.00
4.31
8x8 wet tap
1
EA
$ 9,500.00
$ 9,500.00
4.33
8x10 Reducer
2
EA
$ 250.00
$ 500.00
4.34
8" Line Stop
1
EA
$ 8,750.00
$ 8,750.00
'AQv-12
4.39
10" Fittings
20
EA
$ 600.00
$ 12,000.00
4.42
10" Mega lugs
40
EA
$ 120.00
$ 4,800.00
4.45
Remove existing water main
2450
LS
$ 10.00
$ 24,500.00
4.48
8" Plug / Cap
1
EA
$ 300.00
$ 300.00
4.49
2" Jumper Assem
1
EA
$ 1,500.00
$ 1,500.00
4.51
Tie In existing
2
EA
$ 1,750.00
$ 3,500.00
4.52
Open Cut W Montrose
1
LS
$ 9,500.00
$ 9,500.00
500 - STORM DRAINAGE $ 248,692.82
5.1
Remove Existing Inlet
7
EA
$ 750.00
$ 5,250.00
5.2
Remove Existing Manholes
4
EA
$ 1,250.00
$ 5,000.00
5.3
Remove Existing Inlet Top
7
EA
$ 1,000.00
$ 7,000.00
5.5
Remove Existing 12" RCP
30
LF
$ 15.00
$ 450.00
5.6
Remove Existing 15" RCP
817
LF
$ 7.50
$ 6,127.50
5.8
Remove Existing 24" RCP
141
LF
$ 15.00
$ 2,115.00
5.11
Cut Existing 18" RCP And Plug
3
EA
$ 2,500.00
$ 7,500.00
5.12
10" RCP
135
LF
$ 50.00
$ 6,750.00
5.13
18" RCP
1384
LF
$ 42.50
$ 58,820.00
5.15
12" Neoplast Drain Basin With Standard Grate
4
EA
$ 500.00
$ 2,000.00
5.16
FDOT Type 9 Inlet
0
EA
$ 3,250.00
$ _
5.16A
FDOT Type 9 Inlet (Modify used inlets)
3
EA
$ 500.00
$ 1,500.00
5.17
Storm Drainage Manholes
4
EA
$ 3,500.00
$ 14, 000.00
5.18
Construct Modified YPE 6 Inlets
7
EA
$ 3,750.00
$ 26,250.00
5.20
Construct USF 5112 VG Inlet Frame & 6143 Grate
20
EA
$ 21750.00
$ 55,000.00
5.26
Core For RCP On Existing STRUCTURE
4
EA
$ 3,750.00
$ 15,000.00
5.30
Adjust Existing Manholes To Grade
2
EA
$ 1,250.00
$ 2,500.00
5.40
24" RCP
536
LF
$ 62.37
$ 33,430.32
600 - SANITARY SEWER $ 161,497.00
5 Da - r2
6.1
Remove And Replace Existing 6" Sewer Laterals
6 EA
$ 1,250.00
$ 7,500.00
Connection
6.2
Install New 6" Lateral
6
EA
$ 750.00
$ 4,500.00
6.3
Install 6" Cleanouts
6
EA
$ 150.00
$ 900.00
6.4
Install 6" Plugs
6
EA
$ 100.00
$ 600.00
6.8
Install 12" PVC Sewer (price increase due to depth)
1048 LF
$ 32.75
$ 34,322.00
6.11
Sanitary Sewer Manholes (8-10 Cut)
4
EA
$ 5,500.00
$ 22,000.00
6.16
Remove Existing Sanitary Manhole
5
EA
$ 11250.00
$ 6,250.00
6.17
Remove Existing Sanitary Sewer Service (Pipe)
180
LF
$ 100.00
$ 18,000.00
6.18
Pressure Testing
1
LS
$ 31500.00
$ 3,500.00
6.22
Sanitary Bybass (Due to the way project has to be
EA
$ 6,500.00
constructed in reverse)
6
$ 39,000.00
6.24
Remove Existing 12" Clay Sewer Line
LF
$ 10.00
0
$ -
6.29
Sanitary Sewer Manholes (10-12 Cut)
EA
$ 6,500.00
1
$ 6,500.00
6.30
Manhole drop
EA
$ 3,950.00
1
$ 3,950.00
6.31
Grout Fill Existing 8" Water Main Per City Standards
LF
$ 15.00
787
$ 11,805.00
6.32 Remove Existing 8" Clay Gravity Sewer Main
LF
$ 10.00
267
$ 2,670.00
700 - STREET LIGHTING / ELECTRICAL $ 560,659.35
Remove Existing Street Light Poles And Circuitry
7.1
16
EA
$ 500.00
$ 8,000.00
7.2
Remove Existing Conduit And Wire
1
LS
$ 3,375.00
7.3
F&I TYPE "A" Fixture (Led, Acorn Light Fixture W/
24
EA
$ 5,500.00
$ 132,000.00
TYPE lii Dist. On 12'-0" Alum. Fluted Pole With GFI
F&I TYPE "B" Fixture
5
7.4.1
EA
$ 7,750.00
$ 38,750.00
7 4 2
F&I TYPE "C" Fixture
12
EA
$ 8,750.00
$ 105,000.00
7.5
F & I Pole Bases With Anchor Bolts For Sternberg
41
EA
$ 1,750.00
$ 71,750.00
Light Poles
7.6
F & I Pull Boxes (13"X24"X18")
EA
$ 750.00
14
$ 10,500.00
U OF 12
7.7
F & I Pull Boxes (12"X12"X12")
22
EA
$ 750.00
$ 16,500.00
7.9
F & I Pole Mounted GFCI Receptacle
41
EA
$ 200.00
$ 8,200.00
7.10
F & I In -Grade Weather Proof Power Box Per Det
5/E1.2
13
EA
$ 1,500.00
$ 19,500.00
7.11
F & I In -Grade Weather Proof Event Power Box Per
Det 6/E1.2
10
EA
$ 1,400.00
$ 14,000.00
7.14
Irrigation/Electrical Service/Time Clock Hook Up
1
LS
$ 9,618.75
7.15
F & I Conduit And Wire For A Complete Working
System
1
LSJ
$ 123,465.60
800 - CONDUIT, FRANCHISE UTILITY, AND FIBER OPTIC IMPROVEMENTS $ 251,460.00
8.1
F & 1 2-2 In. Sch 40 Conduits Per Duke Energy
Specifications
LF
$ 20.00
$ -
8.2
F & 1 1-2 In. Sch 40 Conduits Per Duke Energy
Specifications
3500
LF
$ 20.00
$ 70,000.00
8.3
F & 1 2-1 In. Sch 40 Conduits Per Duke Energy
Specifications
L4250
LF
$ 20.00
$ 85,000.00
8.4
F & 1 1-4 In. Sch 40 Conduits Per Duke Energy
Specifications
130
LF
$ 20.00
$ 2,600.00
8.5
F & 1 1-6 In. Sch 40 Conduits Per Duke Energy
Specifications
10
LF
$ 27.50
$ 275.00
8.7
Connect 2-2 In. HDPE Conduits To Existing Hand
Holes
10
EA
$ 500.00
$ 5,000.00
8.8
Connect 2-2 In. HDPE Conduits To Existing Conduit
1
EA
$ 600.00
$ 600.00
8.9
F & 12 In. HDPE Conduits Per City Specifications
1
LF
$ 25.00
$ 25.00
8.10
Connect 2 In. HDPE Conduits To Existing Hand Holes
1
EA
$ 300.00
$ 300.00
8.11
Adjust Existing Cable Boxes To Grade
10
EA
$ 250.00
f $ 2,500.00
8.12
Relocate Existing Telecommunication Junction Box
2
EA
$ 250.00
$ 500.00
8.13
Adjust Existing Utility Box To Grade
10
EA
$ 250.00
$ 2,500.00
8.15
Adjust Foc Box To Grade
2
EA
$ 400.00
$ 800.00
8.16
F & I Fiber Optic Conduit And Tracer Wire
1520
LF
$ 18.00
$ 27,360.00
8.17
F & 1 1.5" Conduit
500
LF
$ 18.00
$ 9,000.00
I of 11
8.18
F & 11.25" Conduit
2500
LF
$ 18.00
$ 45,000.00
900 - ROADWAY/PARKING AREAS/MULTI-PURPOSE TRAIL/CURB $ 214,438.35
CONSTRUCTION
9.1
Mirafi 140n Geotextile Fabric For Paver Roadway
84321
SF
$ 0.65
$ 54,808.65
9.2
6" Recycled Concrete For Paver Roadway
9369
SY
$ 15.00
$ 140,535.00
9.3
6" Lime Rock Base For Multi -Purpose Trail And West
Avenue and Driveway
650
SY
$ 12.50
$ 8,125.00
9.4
12" Recycled Concrete for Cross walk
150
SY
$ 19.00
$ 2,850.00
9.5
1.5" Sp 9.5 Structural Asphalt (Multi -Use Trail)
520
SY
$ 11.75
$ 6,110.00
9.6
2" Sp 9.5 Asphaltic Concrete Driveway
126
SY
$ 15.95
$ 2,009.70
1000 - SIDEWALK/CONCRETE CURB CONSTRUCTION $ 346,574.25
10.1
�4" Concrete Sidewalk
14405
SF
$ 6.75
$ 97,233.75
10.2
6" Driveway
8590
SF
$ 10.95
$ 94,060.50
10.5
6" Handicap Ramps
366
SF
$ 15.00
$ 5,490.00
10.6
24" Valley Gutter
1494
LF
$ 35.00
$ 52,290.00
10.7
F Curb
730
LF
$ 32.00
$ 23,360.00
10.8
12" Ribbon Curb
0
LF
$ 30.00
$ _
10.9
Handicap Ramp Curbs
140
LF
$ 27.00
$ 3,780.00
10.10
Concrete Steps
1
SF
$ 55.00
$ 55.00
10.11
Ramps And Landings
1
SF
$ 15.00
$ 15.00
$ 20,370.00
10.12
6" Ribbon Curb/6" Curb
679
LF
$ 30.00
10.14
Curb Transitions
120
LF
$ 30.00
$ 6,600.00
10.15
Type D Curb
1444
LF
$ 30.00
$ 43,320.00
1100 - BRICK PAVERS $ 601,524.65
11.1
F & 12 1/4" Truncated Dome Mats
220
SF
$ 25.00
$ 5,500.00
11.2
F & 12 1/4" Roadway Brick Pavers - K&W Red 2
1 /4"X4"X8" - Manuf. By Glen-Gery Cor oration
73705
SF
$ 7.55
$ 556,472.75
11.3
F & 12 3/4" Crosswalk Brick Pavers
382
SF
$ 17.45
$ 6,665.90
11.5
F & 16" X 6" White Roadway Brick Pavers
516
SF
$ 27.00
$ 13,932.00
g ®(� 12
11.7
F & 1 6" X 6" Blue Roadway Brick Pavers
30
SF
$ 27.00
$ 810.00
11.8
F & 1 6" X 6" Yellow Roadway Brick Pavers
240
SF
$ 27.00
$ 6,480.00
11.9
Brick Yeild Bar
260
SF
$ 27.00
$ 7,020.00
11.10
24" White Brick Stop Bar
172
SF
$ 27.00
$ 4,644.00
1200 - VERTICAL ELEMENTS/SITE WALLS/STAIRS/RAMPS $ 6,500.00
I
&
12.
F1 I Ramp/Stairs Railing (AllewaRGe)
26
LF
$ 250.00
$ 6,500.00
12.2
F & I Neenah R-8325 Tree Pit Guard Around
Drainage L.I.D.
LF
$ 75.00
$ -
12.3
Retaining Wall At Corner Of West And Osceola
LF
$ 350.00
$ -
12.4 Stacked Block Retaining Wall With 5.5" Black Vinyl
Picket Fence n Top. Picket Fence To Match Existin
LF
$ 200.00
$ -
12.5
Variable Height Retaining Wall At SW. Corner Of 7th
And Osceola
LF
$ 200.00
$ -
1300 - FURNISHINGS AND MISCELLANEOUS $ 13,470.00
13.1
F & I Removable Bollards Complete With Mounting
Sleeve, Pipe, And Final Cap
6
EA
$ 1,495.00
$ 8,970.00
13.2
F & I High Dark Green Chain Link Fence To Match
Existing At Corner Of 7th And Osceola (Al1ewaese3
LF
$ 15.00
$ -
13.3
Tie New 4' Chain Link Fence Into Existing Chain Link
Fence (,Allewaese}
EA
$ 1,500.00
$ -
13.4
Paint Valve Boxes, Inlets, And Manholes
1
LS
$ 4,500.00
1400 - PAVEMENT MARKINGS AND SIGNAGE (ALLOWANCE) $ 40,000.00
14.1 Thermoplastic Striping
1
LS $ 2,500.00
14.2
Signage Package
1
LS
$ 37,500.00
1500 - LANDSCAPING $ 232,835.13
15.1
Lily Of The Nile, #1; Full;3-4 PPP Min; 18" O.C.
399
EA
$ 9.88
$ 3,942.12
15.2
African Iris, White, 43; Full; 5-6 PPP Min; T O.C.
49
EA
$ 18.32
$ 897.68
15.3
Bottle Brush, Standard
EA
$ 550.00
q 0 F P-
15.4
Crinum Lily, Red, #15; 4' OA
EA
4
$ 165.00
$ 660.00
15.5
Crinum Lily, Red, #7; T+OA
EA
8
$ 82.50
$ 660.00
Crape Myrtle, Cont. B&B, 9'+Ht X 4-5' Spr; 5' Ct Multi-
15.6
Trunk
8
EA
$ 331.20
$ 2,649.60
Dwarf Confederate Jasmine, #1, Full; 15"+
15.7
Runner's 5-7 Runners Min.; 12" OC
4087
EA
$ 8.20
$ 33,513.40
Dwarf Yaupon Holly #3
15.8
EA
$ 12.55
European Fan Palm
15.9
EA
$ 600.00
$ -
15.10
European Fan Palm
EA
$ 1,750.00
$ -
Emerald Goddess Liriope, #1; Full; 5-7 PPP Min; 12"
15.11 OC Or As Noted
3168
EA
$ 8.55
$ 27,086.40
15.12 Muhly Grass #3
EA
$ 12.00
Heavenly Bamboo
$ 45.00
15.13
EA
$ -
Parsons Juniper #3
$ 12.50
15.14
EA
$ -
Japanese Yew
$ 95.00
15.15
EA
$ -
Pringle Dwarf Japanese Yew
$ 15.00
15.16
EA
$ -
Live Oak, Cont. B&B; 14-16'ht X 7-9'spr; 4" Cal. Min.
15.17
6
EA
$ 1,250.00
$ 7,500.00
Indian Hawthorne, White #3
$ 12.50
15.18
EA
$ -
15.19
Society Garlic; #1; Full; 6-8 PPP Min.; 18" OC
273
EA
$ 9.87
$ 2,694.51
15.20
Sabal Palm, B.R.; Root Enhanced, See Plan For CT
25
EA
$ 750.00
$ 18,750.00
Hei hts
15.21
Wild Date Palm, B.R.; 16' CT
0
EA
$ 5,500.00
$ -
15.22
Soft Rush, BR; 3' OC
0
EA
$ 4.50
$ -
15.23
Yellow Canna Lilly, BR; T OC
0
EA
$ 4.50
$ -
15.24
Cordgrass, BR; 3' OC
0
EA
$ 4.50
$ -
15.25
African Iris, Yellow, BR; T OC
0 �EA
$ 4.50
$ -
o r- I2
15.26
Dwarf Fakahatchee Grass, BR, 3' OC
0
EA
$ 4.50 $ -
15.27
Pine Straw Mulch 3" Depth
LS
15.28
Argentine Bahia Sod
10000
SF
$ 0.45
$ 4,500.00
15.29
Tree Trimming For Existing Tree On SW Corner Of
An a Osceola
0
LS
-
15.30
Planting Soil
0
LS
IEEE
_
15.31
'1 Year Landscape Maintenance - Includes ongoing
EA
maintenance from the start of landscaping to 1 year
1
$ 71,020.00
$ 71,020.00
beyond completion of project
15.32 Ruby Loropetelum #7 30"
23
$ 65.65
EA
$ 1,509.95
15.33 Dwarf Nandina "Blush", #3
123
EA
$ 66.33
$ 8,158.59
15.34 Dwarf Scheffleron "Luscano", #3
128
EA
$ 66.33
$ 8,490.24
15.35
Azalea, Salmon "Fashion", #3
33
$ 21.79
EA
$ 719.07
15.36
Azalea, White, "GG", #3
EA
$ 21.79
50
$ 1,089.50
15.37
Gold Mound Duranta, #3
$ 20.61
121
EA
$ 2,493.81I
III
15.38
Lugustrum, Tree Form 8.5x7
$ 1,105.87
1
EA
$ 1,105.87
15.39
Shadows Female Yam pon Holly 6-8'
$ 531.33
15
EA
$ 7,969.95
15.40
Sweet Viburnum "VO" #15 3'-4'
$ 143.24
17
EA
$ 2,435.08
15.41 �Loontie 18" 93.04
59 LEA_6 $ 5,489.36
15.42 Pine Bark Mulch 3" Depth 1 LS
$ 19,500.00
1600 — IRRIGATION $ 118,000.00
16.1 Irrigation System Complete (Including But Not Limited 1 LS $ 118,000.00
To
Backflow Preventer With Enclosure
Points Of Connection
Quick Couplers
Controller With Pedestal And Enclosure
Flow Sensor
Schedule 40 PVC Sleeves
Schedule 40 PVC Mainline And Laterals
Rainbird Valves. Rainbird Valve Boxes, Wire Rainbird
Bubblers
NOTES: FOR CONSTRUCTION, FULL ROAD CLOSURE WILL OCCUR 1/2 TO 1 $ 4,310,565.37
BLOCK AT A TIME
I 0F 9-