Forest Lakes MSTU Agenda 09/03/2013FOREST ROADWAY AND DRAINAGE M.S.T.U.
LAKES ADVISORY COMMITTEE
3299 EAST TAMIAMI TRAIL SUITE 103
NAPLES, FL 34112
SEPTEMBER 39 2013
AGENDA
I. CALL TO ORDER
II. ATTENDANCE
III. APPROVAL OF AGENDA
IV. APPROVAL OF MINUTES — AUGUST 612013
V. BUDGET REPORT — DARRYL RICHARD
VI. PROJECT MANAGER'S REPORT - DARRYL RICHARD
A. Removal of Exotics: Brazilian Pepper /Australian Pine Trees
B. Bid Tab 13 -6136
C. Bid Tab13 -6136 Landscaping & Irrigation
D. Bid 13 -6136 - Quality Proposal
VII. LANDSCAPE ARCHITECT'S REPORT — SCOTT WINDHAM
A. Proposal and Fee Matrix
VIII. OLD BUSINESS
IX. NEW BUSINESS
X. COMMITTEE MEMBER COMMENTS
XI. PUBLIC COMMENTS
NEXT MEETING: OCTOBER 1, 2013
Forest Lakes Condo Association Clubhouse
1058 Forest Lakes Drive, Naples, FL 3410
1 CUR AD VALOREM TAX $
2 DEL AD VALOREM $
3 FIFTH THIRD INTEREST $
4 INVESTMENT INTEREST $
s INTEREST TAX COLLECTOR $
6 REVENUE STRUCTURE $
7 TRANS FROM APPR $
8 TRANS FROM TC COL $
9 CARRY FORWARD GENERAL $
10 CARRY FORWARD OF ENCUMBEREI $
11 NEG 5% EST REV $
12 TRANSFERS & CONTRIB $
13 TOTAL REVENUES $
14 ENG FEES $
15 ABSTRACT FEES $
16 INDIRECT COST REIMB $
17 INTERDEPT PAYMENT FOR SERVICE $
18 LANDSCAPE INCIDENTALS $
19 OTHER CONTRACTUAL SERV $
20 ELECTRICITY $
21 WATER AND SEWER $
22 RENTAL EQUIPMENT $
23 INSURANCE GENERAL $
24 SPRINKLER SYSTEM MAINTENANCE $
25 LIGHTING MAINTENANCE $
26 PRINTING / BINDING $
27 LICENSES & PERMITS $
28 LEGAL AD $
29 OTHER MISC. $
30 OFFICE SUPPLIES $
31 COPYING CHARGES $
32 FERT HERB CHEM $
33 OTHER OPERATING $
34 PLUMBING $
35 OTHER TRAINING EDUCATIONAL
36 OPERATING EXPENSE
37 IMPROVEMENTS GEN
38 CAPITAL OUTLAY
(149,900.00) $
$
(144,545.92) $
(5,304.uu)
$
$
(3,302.86) $
3,302.86
$
$
(566.38) $
566.38
(5,000.00) $
$
(8,445.49) $
3,445.49
_ $
$
(3.13) $
3.13
(154 900.00) $
- $
(156,863.78) $
1,963.78
$
$
7.92 $
(7.92)
10,000.00
$ 1,799.00
$ 6,951.00
$ 1,250.00
(2,310,200.00) $
$
$
(2,310,200.00)
(66,593.51) $
$
$
(66,593.51)
7.800.00 $
$
$
7,800.00
23893.51) $
-
$ (156,855.86) $
(2,367,037.65)
35,000.00
$ -
$ 3,128.86
$ 17,240.00
1,200.00
$ 3,375.00
$ -
$ (2,175.00)
16,800.00
$ -
$ 16,800.00
$
_
$ -
$ 1,517.25
$ (1,517.25)
7,000.00
$ 300.00
$ 700.00
$ 6,000.00
75,000.00
$ 5,878.45
$ 36,023.45
$ 33,098.10
10,000.00
$ 1,799.00
$ 6,951.00
$ 1,250.00
-
$ 331.59
$ 268.41
$ (600.00)
_
$ _
$ 266.12
$ (266.12)
500.00
$ -
$ 500.00
$ -
1,500.00
$ 790.32
$ 209.68
$ 500.00
15,000.00
$ 3,350.00
$ 550.00
$ 11,100.00
1,200.00
$ -
$ -
$ 1,200.00
Millage
$ _
$ 2,000.00
$ (2,000.00)
44 RESERVE FOR CONTINGE
$ 226.38
$ 333.00
$ (559.38)
5,000.00
$ 316.98
$ 2,791.11
$ 1,891.91
300.00
$ 197.30
$ 202.70
$ (100.00)
-
$ 79.23
$ 116.77
$ (196.00)
5,000.00
$ 1,065.46
$ 587.84
$ 3,346.70
$ 2,242,950.96
$ _
$ 327.32
$ (327.32)
$ -
$ 7,950.00
$ (7,950.00)
FOREST LAKES MSTU
FUND 159
Sepember 3, 2013
39 TRANS TO 111 UNINCOR
$
36,000.00
$ - $
36,000.00
$ -
145,888,273
4o TRANSFERS
$
36,000.00
$ - $
36,000.00
$
132,933,552
FY
41 BUDGET TRANS APPR
$
3,200.00
$ $
1,361.29
$ 1,838.71
Property Tax Limitation Impact
13 Oct Taxable Value
130,045,455
FY
14 July Certified
FY 14 Gross Taxable
42 BUDGET TRANS TC COL
$
6,700.00
$ $
3,468.09
$ 3,231.91
Value
Minus: New Const.
130,045,455
43 TRANSFER CONT.
$
9,900.00
$ $
4,829.38
$ 5,070.62
Annex.
64,470
Operations
Total
Millage
1.1610
Plus: Amendment #1 TV
2.7532
44 RESERVE FOR CONTINGE
$
1,166,000.00
$ $
-
$ 1,166,000.00
$ 1,166,000.00
Component
Adj. Taxable Value
0
129,980,985
45 RESERVES
TOTAL BUDGET
$
1,166,000.00
$ $
2.8390
12 Levy
149,835
$
2,523,893.51
$ 72,339.90 $
208,602.65
$ 2,242,950.96
151,000
519,300
Rolled Back Rate (less
74,700
41,300
91% of 1.2468
Amend. One)
1.1527
91% of Rolled Back Rate
1.049C
176,394,909
FY
10 Final Taxable
Value
145,888,273
FY
11 Final Taxable
Value
132,933,552
FY
12 Final Taxable
Value
129,374,265
FY
13 Oct Taxable Value
130,045,455
FY
14 July Certified
0.25%
Adj.
13 to 14
Debt Service
FY 14
FY 14
Operations
Total
Millage
1.1610
1.1551
2.7532
0.5228
3.2760
Extension
150,983
149,835
401,700
76,300
478,000
2.8390
1.1610
4.0000
368,300
151,000
519,300
Variance
74,700
41,300
91% of 1.2468
1.0565
D
d
September 2, 2013
Mr. Darryl Richard, Project Manager
Collier County Alternative Transportation Modes Department
2885 Horseshoe Drive South
Naples, Florida 34104
RE: Forest Lakes Sidewalk, Phase 2 Change Order 1 Request,
Easement related construction drawing revisions
Darryl:
Below please find a change order to revise the Phase 2 construction drawings for the
combined Phase 2 & 3 Forest Lakes Sidewalk and lighting project as directed by county
staff to move the sidewalk and parking into the ROW at Pine Ridge Road 1 Woodshire
Lane intersection and Woodshire Villas pool area parking in order to avoid acquiring
additional easements.
Task I. Construction Drawings Revisions;
Includes revisions as follows:
1.1) WSI-
1. Revise the Phase 2 Sidewalk Layout/Dimension Plans and Planting Plans and
specifications per the revised sidewalk and parking alignment.
1.2) James Abney —
1. Revise the Phase 2 Irrigation Plans and Specifications per the revised sidewalk
alignment.
1.3) ABB —
1. Revise the Phase 2 civil engineering plans per the revised sidewalk and parking
alignment.
1.4) TRT —
2. Revise the Phase 2 street lighting plans per the revised sidewalk and parking
alignment.
Please refer to the attached Fee Matrix for professional fees.
Please email or call me if you have any questions.
Sincerely,
Scott D. Windham, ASLA
Landscape Architect, LA 000 -1516
Windham Studio, Inc., Landscape Architecture, LC 26000365
P.O. Box 1239, Bonita Springs, Florida 34133 Phone: (239) 390 -1936
Fax: (239) 390 -1937 Email: scott@wiiidhamstudio.com
www.xvindhamstudio.com
1
Scope Breakdown and Fee Matrix
DATE: 9/2/13
PROJECT: "Forest Lakes MSTU Bond Project FSS: Ph 2, CHANGE ORDER 1
Phase 2 Revisions per easements at Pine Ridge and Woodshire Villas pool area parking
CLIENT: Collier County Alternative Transportation Modes
CONSULTANT: Windham Studio, Inc. 239.390 -1936
TASK 1 Services During Construction
Lt WSFConstructbn Drawing Revisbns
L2 Abney - Consirmflon Drawing Revkbns
1.3 ASS- C. lion Drawing Revbbns
L4 TRT- Constnctbn Drawing Ravabre
rr
rr
0.0 LS $ 500.00 I LS $ -
0.0 $ LS $ LS $ 1,950.00
500.00
1.950.00
TOTALHRS/FEE PER RATE CODE: I BX $ 520.0 6.0 $ 450.00 1 4.0 $ 540.00 1 LS $ 5D0.00 I LS $ 1,950.00 1 LS $ 500.00 1 $ 4460X0
COMSULTANT PERSONNEL CLASSMATIONS
I
I Abney a As-lat..
I ADD
I TR Transportation
TASK DESCRIPTION
CA11
TECHNICIAN
RATE.$65/HR
DESIGN
ASSOCIATE
RATE: $7StFiR
PRINCIPAL LANDSCAPE
ARCHRECT
RATE: 735/HR
(SUE -fitaM
RATE: Lum Sum
(S ocorssukant)
RATE. Lum Sum
(SLeconnukarrt)
RATE: Lmp Sum
TOTAL
FEE
MRS FEE
HRS FEE
HRS FEE
EE HRS F
HRS FEE
HRS FE
SCOPE OF SERVICES:
TASK 1 Services During Construction
Lt WSFConstructbn Drawing Revisbns
L2 Abney - Consirmflon Drawing Revkbns
1.3 ASS- C. lion Drawing Revbbns
L4 TRT- Constnctbn Drawing Ravabre
rr
rr
0.0 LS $ 500.00 I LS $ -
0.0 $ LS $ LS $ 1,950.00
500.00
1.950.00
TOTALHRS/FEE PER RATE CODE: I BX $ 520.0 6.0 $ 450.00 1 4.0 $ 540.00 1 LS $ 5D0.00 I LS $ 1,950.00 1 LS $ 500.00 1 $ 4460X0
STATUS REPORT
To: Forest Lakes MSTU Committee
cc: Darryl Richard, Collier County ATM
Jim Carr, ABB
Reid Fellows, TR Transportation, Inc.
From: Scott Windham
Date: August 29, 2013
RE: Forest Lakes MSTU Bond Project F -58 Sidewalk Project Improvements
Status Report
The following is a brief status report for the Forest Lakes Sidewalk, Lighting and Street
Tree Improvement projects:
FOREST LAKES PROJECT F -58 UPDATES:
PHASE 2and 3 Combined:
• The Combined Ph 2 and Ph 3 Bids are in and will be reviewed during MSTU
today.
• Staff is still working on finalizing easement legal descriptions for the last few
areas.
MAINTENANCE SPECIFICATIONS / MANAGEMENT PLAN:
• County staff has revised the combined Ph 1, 2 and 3 maintenance bid
documents and is ready to go to bid.
Please email or call me if you have any questions.
Thanks,
Scott Windham, ASLA
Landscape Architect LA 000 -1516
Windham Studio, Inc., Landscape Architecture, LC 26000365
P.O. Box 1239, Bonita Springs, Florida 34133 Phone: (239) 390 -1936
Fax: (239) 390 -1937 Email: scott @windhamstudio.com
www.xvindhamstudio.com
(D
August 28, 2013
Mr. Darryl Richard, Project Manager
Collier County Alternative Transportation Modes Department
3299 East Tamiami Trail, Suite 103
Naples, Fla. 34112 -5746
RE: Forest Lakes MSTU Maintenance Consulting Services
Darryl:
As requested, we have prepared the following scope of services for your and the MSTU
Committee's review and approval.
This proposal includes maintenance consulting services to be provided on a monthly basis
generally coordinated with the M.S.T.U. Advisory Committee monthly meetings. In addition, the
limited refurbishment design services will be quoted on a per project basis due to the unknown
requirements of the work to be performed.
Understandinq of project and required deliverables
We understand this maintenance consulting scope of services to be for the residents of the
Radio Road MSTU area to preserve and perpetuate the health and vigor of the existing median
and right -of -way landscaping while thoughtfully planning for its future enhancement together
with the MSTU Committee and Collier County staff. This will involve monthly site reviews,
monthly MSTU Committee meeting attendance, preparation of monthly status reports and
review of maintenance contractor report sheets. Additionally, as landscape architect design
consultant, Windham Studio will complete miscellaneous design services from time to time to
refurbish the project areas as directed and prioritized by the Committee. Lastly, we will assist
the committee and county staff in reviewing and refining the annual maintenance specifications
for the project areas and assist in the bidding process.
Project Scope
Scott Windham will personally attend all advisory committee meetings and project site walk
throughs. He will also review the General Maintenance Report Sheets and prepare monthly
written reports to inform the committee and county project manager of project status, contractor
performance and related action /resolution items. The monthly status reports will be submitted
to the county project manager a minimum of 3 days prior to the MSTU meetings.
TASK 1. Attend M.S.T.U. Meetings
Windham Studio will attend Forest Lakes M.S.T.0 Advisory Committee monthly meetings. (This
proposal assumes one meeting per month totaling 12 meetings)
Windham Studio, Inc., Landscape Architecture, LC 26000365
8891 Brighton Lane, Bonita Springs, Florida 34135 Phone: (239) 390 -1936
Fax: (239) 390 -1937 Email: Scott @-,vindhamstudio.com
www.xvindharnstudio.com
TASK 2. Field Review Meetings
Windham Studio will attend one (1) meeting per month in the field with staff to review the
project. Project review will include one (1) hour to complete each site visit. Windham Studio will
attend all of the monthly walk throughs.
TASK 3. Review General Maintenance Report Sheets
Windham Studio will review and comment on the "General Maintenance Report Sheets" which
are required to be submitted by the Maintenance Contractor with pay request submittals.
Windham Studio will review estimates provided by Contractor with recommendations.
TASK 4. Monthly Field Reports
Windham Studio will prepare monthly written and/or oral comments and recommendations
based upon on -site observations of the M.S.T.U. areas addressing: improvements, landscape
plant and irrigation maintenance problems or deficiencies. This includes evaluation of
Contractor performance per contract specifications. Windham Studio will submit the monthly
written report to Collier County Alternative Transportation staff prior to M.S.T.U. meeting.
OPTIONAL SERVICES:
TASK 5. Upon Request Limited Refurbishment Miscellaneous Design Services
1. Windham Studio will provide limited (minor) refurbishment design services and observation
of installation on an as requested basis, i.e. deliverables /functions might be as follows:
a. Diagrammatic area sketch planting plans with a recommended plant list.
b. Plant field locations by staking, flagging or paint marking.
(All proposed refurbishment services will be presented to the County Project Manager for review
prior to presentation to the M.S.T.U. Advisory Committee)
TASK 6. Reimbursable Expenses
1. Includes reimbursable expenses such as courier services, prints, copies, large format
printing, etc.
Please email or call me if you have any questions.
Sincerely, F
I ,
Scott D. Windham, ASLA
Landscape Architect, LA 000 -1516
Windham Studio, Inc., Landscape Architecture, LC 26000365
8891 Brighton Lane, Bonita Springs, Florida 34135 Phone: (239) 390 -1936
Fax: (239) 390 -1937 Email: scoff @windhamstudio.com
www.windhamstudio.com
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PM: Darryl Richard ITB 13 -6136 Notices: 2,150
PS: Brenda Brilhart Forest Lakes MSTU Phases 11 111 Pkgs Downloaded: 112
Bids: 2
Qual' E t O
1
2
101 -1
MOBILIZATION
LS
1
Ity
n erprlsuo
wen Ames
Kimball OAK
Item No.
FDOT
Description
Unit
Quantity
Unit
Total
Unit
Total
4
Item No.
5 FT. WIDE PORTLAND CEMENT CONCRETE SIDEWALK, 4" THICK
LS
SY
1
1,737
Price
$ 4,025.00
$ 40,246.29
Price
$ 15,916.25
$ 35,955.90
PHASE II
SIDFWAI KS DN
Ff1RFCT I ArcGC CI 11r% 2 uinnncuwoo ,
SY
12
$34.50
$ 414.00
$42.80
$ 513.60
1
2
101 -1
MOBILIZATION
LS
1
$79,465.00
$ 79,465.00
$205,590.87
$ 205,590.87
3
101 -1 -2
M.O.T.
CLEARING AND GRUBBING
LS
1
$15,853.90
$ 15,853.90
$23,379.50
$ 23,379.50
4
102 -1
5 FT. WIDE PORTLAND CEMENT CONCRETE SIDEWALK, 4" THICK
LS
SY
1
1,737
$4,025.00
$23.17
$ 4,025.00
$ 40,246.29
$15,916.25
$20.70
$ 15,916.25
$ 35,955.90
5
104 -10 -1
REMOVE 2 FOOT WIDE VALLEY GUTTER
SY
12
$34.50
$ 414.00
$42.80
$ 513.60
6
104 -10 -1
REMOVE 2 FOOT TYPE F CURB
SY
28
$46.00
$ 1,288.00
$37.45
$ 1,048.60
7
110 -1 -1
3 FOOT WIDE VALLEY GUTTER
LF
94
$17.25
$ 1,621.50
$16.05
$ 1,508.70
8
110 -1 -1
2 FOOT TYPE F CURB
LF
256
$14.95
$ 3,827.20
$13.38
$ 3,425.28
9
715 -14 -11
REMOVE STOP BAR STRIPING
SY
25
$13.20
$ 330.00
$6.42
$ 160.50
10
715- 511 -115
NEW STOP BAR STRIPING, 24" WHITE
LF
104
$7.15
$ 743.60
$6.42
$ 667.68
11
CROSSWALK STRIPING, 6" WHITE
LF
732
$2.15
$ 1,573.80
$1.61
$ 1,178.52
12
715 - 511 -115
CROSSWALK STRIPING, 12" WHITE
LF
70
$3.58
$ 250.60
$3.21
$ 224.70
13
DETECTABLE WARNING AT INTERSECTIONS
EA
28
$330.00
$ 9,240.00
$267.50
$ 7,490.00
14
715- 511 -115
RELOCATE STOP SIGN
EA
7
$99.00
$ 693.00
$160.50
$ 1,123.50
15
RELOCATE EXISTING SIGN Misc.
EA
7
$99.00
$ 693.00
$160.50
$ 1,123.50
16
PEDESTRIAN CROSSING SIGNS
EA
7
$209.00
$ 1,463.00
$267.50
$ 1,872.50
17
715 -511 -115
CART CROSSING STOP SIGNS
EA
2
$165.00
$ 330.00
$267.50
$ 535.00
18
REMOVE EXISTING SIDEWALK
SY
131
$8.05
$ 1,054.55
$21.40
$ 2,803.40
19
2 FOOT WIDE ROLLED CURB
LF
45
$13.80
$ 621.00
$13.38
$ 602.10
20
REMOVE EXISTING ASPHALT & BASE
SY
220
$11.50
$ 2,530.00
$21.40
$ 4,708.00
21
1.5" ASPHALTIC CONCRETE
SY
231
$13.80
$ 3,187.80
$26.48
$ 6,116.88
22
6" LIMEROCK BASE (LBR 100
SY
256
$9.20
$ 2,355.20
$9.63
$ 2,465.28
23
12" STABILIZED SUBGRADE (LBR 40
SY
256
$3.45
$ 883.20
$3.81
$ 975.36
24
REMOVE & RELOCATE EXISTING PAVERS
SY
10
$57.50
$ 575.00
$21.40
$ 214.00
25
2 FOOT WIDE VALLEY GUTTER
LF
113
$13.80
$ 1,559.40
$12.84
$ 1,450.92
26
RIP RAP a, 1:1 MAX.
SY
15
$86.25
$ 1,293.75
$39.59
$ 593.85
27
3 FOOT WIDE VALLEY GUTTER INCL. 2' TAPERS TO SIDEWALK
LF
40
$17.25
$ 690.00
$16.05
$ 642.00
28
ADJUST EXISTING SEWER VALVES
EA
2
$287.50
$ 575.00
$107.00
$ 214.00
29
EROSION CONTROL INLET PROTECTION
LS
1
$1,035.00
$ 1,035.00
$235.40
$ 235.40
SUBTOTAL
FnRFST 1 AKFC CInC1A /AI I! I ICL1TIw1I�
$ 178,417.79
$ 322,735.79
30
GFI
GFI OUTLET AND CIRCUIT
EA
2
$550.00
$ 1,100.00
535
$ 1,070.00
31
555 -1 -1
DIRECTIONAL BORE (LESS THAN 6 ") (F &I) (2" UL LISTED HOPE LIGHTING
32
715 -1 -11
CONDUITS )
CONDUCTOR FURNISH & INSTALL ) (XLP-USE NO. 12 AWG
LF
LF
1489
75
$14.30
$1.46
$ 21,292.70
$ 109.50
13.91
$ 20,711.99
33
715 -1 -12
CONDUCTOR FURNISH & INSTALL NO. 6 AWG
LF
27264
$1.17
$ 31,898.88
1.42
1.13
$ 106.50
$ 30,808.32
34
715 -1 -13
CONDUCTOR FURNISH & INSTALL NO. 3 AWG
LF
900
$2.11
$ 1,899.00
2.05
$ 1,845.00
35
715 -2 -11
CONDUIT F & I UNDERGROUND PVC SCHEDULE 40 2"
LF
5778
$6.93
$ 40,041.54
6.74
$ 38,943.72
36
715 -7 -11
LOAD CENTER SECONDARY VOLTAGE
EA
3
$8,580.00
$ 25,740.00
8346
$ 25,038.00
37
715 -14 -11
PULL BOX (FURNISH & INSTALL) (ROADSIDE) (MOULDED) "STREET
38
715- 511 -115
LIGHTING"
LIGHTING POLE COMPLETE INSTALLED WITH SPREAD FOOTER (F &I)
EA
31
$369.60
$ 11,457.60
359.52
$ 11,145.12
(15' MH) (STERNBERG 1527 OMEGA - 70W HPS - OGPT 16' POLE)
38a
715 - 511 -115
LIGHTING POLE COMPLETE INSTALLED USING SURPLUS CYLINDRICAL
EA
88
$4,125.00
$ 363,000.00
4012.5
$ 353,100.00
FOOTER (F &I) (15' MH) (STERNBERG 1527 OMEGA - 70W HPS - OGPT 16'
38b
715- 511 -115
POLE )
LIGHTING POLE COMPLETE INSTALLED USING CYLINDRICAL FOOTER
EA
1
$3,630.00
$ 3,630.00
3531
$ 3,531.00
MANUFACTURED BY CONTRACTOR (F &I) (15' MH) (STERNBERG 1527
OMEGA - 70W HPS - OGPT 16' POLE )
EA
1
$3,795.001
$ 3,795.00
3691.51
$ 3,691.50
38c
715 -511 -115
LIGHTING POLE "MATERIAL ONLY" (15' MH) (STERNBERG 1527 OMEGA -
70W HPS - OGPT 16' POLE )
EA
1
$3,355.00
$ 3,355.00
3263.5
$ 3,263.50
PHASE III
1 of 3
SUBTOTAL [$ 507,319.22 SUBTOTAL $ 493,254.65
PM: Darryl Richard
PS: Brenda Brilhart
ITB 13 -6136
Forest Lakes MSTU Phases II III
Notices: 2,150
Pkgs Downloaded: 112
Bids: 2
Quality Enterprises Owen Ames Kimball OAK
Item No. I FDOT Description Unit I Quantity Unit Total Unit Total
NORTHBOUND TURN LANE TO PINE RIDGE ROAD
39
555 -1 -1
REMOVE EXISTING ASPHALT & LIMEROCK BASE
SY
1 199
$11.50
$ 2,288.50
$21.40
$ 4,258.60
40
715 -2 -11
REMOVE EXISTING SIDEWALK
SY
1 70
$8.05
$ 563.50
$21.40
$ 1,498.00
41
715 -4 -600
1.5" ASPHALTIC CONCRETE
SY
1 284
$13.80
$ 3,919.20
$22.11
$ 6,279.24
42
715 -14 -11
6" LIMEROCK BASE
SY
323
$9.20
$ 2,971.60
$9.63
$ 3,110.49
43
715- 511 -115
12" STABILIZED SUBGRADE
SY
361
$3.45
$ 1,245.45
$3.81
$ 1,375.41
44
MILL & OVERLAY ASPHALT
SY
575
$7.53
$ 4,329.75
$22.11
$ 12,713.25
45
102 -1
PORTLAND CEMENT CONCRETE SIDEWALK, 4" THICK
SY
201
$23.17
$ 4,657.17
$20.70
$ 4,160.70
46
104 -10 -1
REMOVE 2 FOOT WIDE VALLEY GUTTER
SY
88
$17.25
$ 1,518.00
$42.80
$ 3,766.40
47
MODIFIED TYPE F CURB
LF
80
$14.95
$ 1,196.00
$16.05
$ 1,284.00
48
110 -1 -1
TYPED CURB
LF
17
$14.95
$ 254.15
$12.84
$ 218.28
49
110 -1 -1
2 FOOT TYPE F CURB
LF
388
$14.95
$ 5,800.60
$12.84
$ 4,981.92
50
51
SUBTOTAL
PAVERS IN ISLAND
SY
22
$86.25
$ 1,897.50
$107.00
$ 2,354.00
REMOVE STOP BAR STRIPING
SY
7
$25.88
$ 181.16
$6.42
$ 44.94
52
NEW STOP BAR STRIPING, 24" WHITE
LF
67
$7.94
$ 531.98
$6.42
$ 430.14
53
REMOVE EXISTING STRIPING
LF
213
$1.44
$ 306.72
$4.28
$ 911.64
54
STRIPING, 6" WHITE
LF
340
$2.24
$ 761.60
$2.14
$ 727.60
55
STRIPING, 6" DOUBLE WHITE
LF
20
$4.49
$ 89.80
$3.21
$ 64.20
56
STRIPING, 6" DOUBLE YELLOW
LF
223
$4.49
$ 1,001.27
$3.21
$ 715.83
57
CROSSWALK STRIPING, 12" WHITE
LF
50
$3.74
$ 187.00
$3.21
$ 160.50
58
59
TRAFFIC ARROWS
EA
6
$86.25
$ 517.50
$80.25
$ 481.50
60
CURB PAINT
DETECTABLE WARNING AT INTERSECTIONS
LF
EA
94
$2.30
$ 216.20
$2.14
$ 201.16
61
PROPOSED STOP SIGN R1 -1 W/ DO NOT ENTER R5 -1 ON BACK
EA
2
2
$414.00
$331.20
$ 828.00
$ 662.40
$267.50
$ 535.00
62
REMOVE EXISTING SIGN Misc.
EA
6
$374.50
$ 749.00
63
PEDESTRIAN CROSSING SIGNS W/ POST
EA
5
$5.75
$266.80
$ 34.50
$ 1,334.00
$80.25
$267.50
$ 481.50
$ 1,337.50
64
RELOCATE EXISTING SIGN
EA
1
$213.90
$ 213.90
$160.50
$ 160.50
65
RELOCATE EXISTING ELECTRICAL BOX
EA
2
$620.98
$ 1,241.96
$401.25
$ 802.50
66
67
SILT FENCE
LF
387
$1.73
$ 669.51
$0.70
$ 270.90
INLET SEDIMENT PROTECTION
EA
1
$172.50
$ 172.50
$235.40
$ 235.40
68
REMOVE LANDSCAPING WITHIN R.O.W.
LS
1
$4,600.00
$ 4,600.00
$8,025.00
$ 8,025.00
69
1ADJUST
IRRIGATION IN R.O.W.
LS
1
$2,875.00
$ 2,875.00
$7,062.00
$ 7,062.00
SUBTOTAL
$ 47,066.42
1
$ 69,397.10
FOREST LAKES SInFWAI K 1Ir.MTIMr-
70
555 -1 -1
DIRECTIONAL BORE (LESS THAN 6 ") (F &I) (2" UL LISTED HDPE LIGHTING
71
715 -2 -11
CONDUITS
CONDUIT F & 1 UNDERGROUND PVC SCHEDULE 40 2"
LF
LF
136
259
$14.30
$ 1,944.80
13.91
$ 1,891.76
72
715 -4 -600
LIGHT POLE COMPETE REMOVE
EA
3
$6.93
$ 1,794.87
6.74
$ 1,745.66
73
715 -14 -11
PULL BOX (FURNISH & INSTALL) (ROADSIDE) (MOULDED) "STREET
$330.00
$ 990.00
321
$ 963.00
74
715- 511 -115
LIGHTING"
LIGHTING POLE COMPLETE INSTALLED WITH SPREAD FOOTER (F &I) (15'
EA
2
$369.60
$ 739.20
359.52
$ 719.04
MH) (STERNBERG 1527 OMEGA - 70W HPS - OGPT16' POLE) (DRILLED
74a
715 - 511 -115
LIGHTING POLE COMPLETE INSTALLED USING SURPLUS CYLINDRICAL
EA
5
$4,125.00
$ 20,625.00
4012.5
$ 20,062.50
FOOTER (F &I) (15' MH) (STERNBERG 1527 OMEGA - 70W HPS - OGPT 16'
74b-T15-511-115
POLE )
LIGHTING POLE COMPLETE INSTALLED USING CYLINDRICAL FOOTER
EA
1
$3,630.00
$ 3,630.00
3531
$ 3,531.00
MANUFACTURED BY CONTRACTOR (F &I) (15' MH) (STERNBERG 1527
OMEGA - 70W HPS - OGPT 16' POLE )
EA
1
$3,795.00
$ 3,795.00
3691.5
$ 3,691.50
SUBTOTAL
$ 33,518.87
$ 32,604.46
SIGNALIZATION PINE RIDGE ROAD AT FOREST LAKES BOULEVARD
75 555 -1 -1 Directional Bore Less than 6" LF 45 $26.431 $ 1,189.351 27.231 $ 1,225.35
76 630 -1 -12 Conduit, Underground Furnish & Install LF 55 $29.45 $ 1,619.75 3.211$ 176.55
2of3
PM: Darryl Richard
PS: Brenda Brilhart
ITB 13 -6136
Forest Lakes MSTU Phases II III
Notices: 2,150
Pkgs Downloaded: 112
Bids: 2
Item No.
MOT
Description
Unit
a ... tity
Unit
Total
Unit
Total
77
632 -7 -1
Signal Cable Furnish & Install
PI
1
$2,106.18
$ 2,106.18
313.51
$ 313.51
78
635 -1 -11
Pull Boxes Furnish & Install
EA
1 3
$252.03
$ 756.09
274.99
$ 824.97
79
646 -1 -11
Aluminum Signal Pole, Furnish & Install), Aluminum Pedestal
EA
1
$3,369.50
$ 3,369.50
4768.99
$ 4,768.99
80
650 -1 -311
Traffic Signal, Furnish & Install), 3- Section, 1 -Wa , Vertical
AS
1
$681.59
$ 681.59
4294.98
$ 4,294.98
81
660 -2 -106
Loo Assembly, Furnish & Install), Type F
AS
1
$1,340.99
$ 1,340.99
4632.03
$ 4,632.03
82
670 -5 -410
Controller Modification
AS
1
$1,404.12
$ 1,404.12
1833.98
$ 1,833.98
83
700 -48 -18
ISign Panel Furnish & Install < 15 S.F.
EA
1
$579.631
$ 579.63
549.981
$ 549.98
SUBTOTAL $ 13,047.20
$ 18,620.34
PHASE II
Sidewalks, Parking
SUBTOTAL
$ 178,417.79
$ 322,735.79
Lighting
SUBTOTAL
$ 507,319.22
is 493,254.65
PHASE III
Turnlane
Lighting
SUBTOTAL
SUBTOTAL
Is 47,066.42
$ 33,518.87
$ 69,397.10
$ 32,604.46
Signalization
SUBTOTAL
$ 13,047.20
$ 18,620.34
PHASE
S II & III
Landscape & Irrigation (Provided in Separate File)
SUBTOTAL
$ 168,983.93
$ 184,181.49
TOTAL PHASE II & III
$ 948,353.43
$ 1,120,793.83
3 of 3
PM: Darryl Richard
PS: Brenda Brilhart
ITB 13 -6136
Forest Lakes MSTU
Landscape and Irrigation
Item Description
$ 825.00
QUALITY ENTERPRISE
OWEN AMES KIMBALL OAK
$2,970.00
Est. Qty Unit
Unit Cost
Total Cost
Unit Cost
Total Cost
I INSTALLED SITE MATERIALS
$ 7,650.50
0 -100 PSI liquid filled pressure quage with Schrader type aire valve; with SCH40 PVC interconnecting fittings, connected to the valves cluster line,
24
Ea
$236.78
1 Trim all preserved large trees to ISA standards and to provide a clearance of 10' above sidewalk. (As identified per plans)
5,682.72
175.44F$
4,210.56
2 Place stockpiled existing boulders from the sidewalk construction areas and cluster in groups of 3 and 5 per plan locations and details on sheet L-6. (to be field directed by landscape architect)
10 Ea
1
manifold
installed within a 10 round valve box
2
Ea
$115.50
$
231.00
3 Replace and repair existing landscape where impact occurred from sidewalk installation at sta 111 +40 and sta 119 +00.
LS
$
168.10
10 Waterman AA-6 Irrigation 2" Pressure relief valve
Provide all materials and labor necessary to install in accordance to the manufacturer specifications. Refer to installation detail
A. Move and reset decorative landscape block and boulders
1 LS
11 Waterman AVA 50, Irrigation 1.5" Air vacuum release valve
Provide all materials and labor necessary to install in accordance to the manufacturer specifications. Refer to installation detail
2
Ea
B. Move and reset dedication plaque, power outlet, flagpole, and flag uplight
12 Irrigation 4" supply line isolation valve
Nibco MJ619 -RW -SON. 619 Series 4" irrigation epoxy coated isolation valve with non - rising stem, square nut opening connection, flanged connections.
2
C. Repair /replenish existing mulch and Plant Ruellia, Jasmine, and Wart Fern to fill in where needed due to impact of sidewalk per plan
D. Possible transplant of Palm depending on sidewalk alignment at Turtle Lake Sign Location
Provide 10" plastic corrugated plastic sleeve and Jumbo valve box, refer to installation detail. By Irrigation Contractor
2
Ea
(Plant unit prices to include planting soil mix backfill per specifications)
4 SOD Stenotaphrum secundatum'Floritam' Floratam Sod (Includes 6' strip along south side of sidewalk) Contractor to verify quantity
23,860 SF
$0.35 $
8,351.00
0.34 $
8,112.40
III PHASE 2: IRRIGATION MATERIALS
5 ROW, Turtle Lake and golf course Irrigation Repair Contractor to use the typical 250' schematic irrigation plan on sheet IR -3 to prepare a lump sum price for the Forest Lakes Blvd. irrigation repairs along the
1 LS
$
43,541.36
-/-2,100 LF Turtle Lake Condominium and golf course right of way areas.
$3,850.00 $
3,850.00
17,398.20 $
17,398.20
BASE BID - PHASE 2 - FOREST LAKES BLVD - TURTLE LAKEIGOLF COURSE ROW - TOTAL
TOTAL Sections 1 -III $
17,976.00
$
39,046.10
BID ALTERNATE 1 - PHASE 2 - FOREST LAKES BOULEVARD - TURTLE LAKE / GOLF COURSE ROW - IRRIGATION
6 4" 1120 -1220 Class 200 PVC Gasket Irrigation Supply Line with Hardco DIP fittings, Pantone Purple 522C; Supply line depth 30 ". From phase 1A to Woodshire Lane
7 4" Class 150 SDR 11 Extra Molecular Strength HDPE Casing to be used as 4' irrigation supply line at pavement crossings from PhaselA to Woodshire Lane. Directional Bore.
$82.50
$ 825.00
214.00
$ 2,140.00
$2,970.00
$ 2,970.00
3,745.00
$ 3,745.00
$1,980.00
$ 1,980.00
7,650.50
$ 7,650.50
1615 LF $8.67 $ 14,002.05 5.08 $ 8,204.20
920 LF $26.57F$ 24,444.40 29.65F$ 27,278.00
8 4" HDPE to PVC Mechanical Joint Coupling
with transitional gaskets, or interconnecting fittings for connecting Class 150 SDR 11 HOPE to PVC
20 ALP
Alpiniazerumbet'Variegata'
21 CLU
Clusia guttifera
22 NE02
Neoregelia'Monet'
GROUNDCOVERS
1 gallon 16" spd
23 POL
9 Irrigation main pressure -check points
0 -100 PSI liquid filled pressure quage with Schrader type aire valve; with SCH40 PVC interconnecting fittings, connected to the valves cluster line,
24
Ea
$236.78
$
5,682.72
175.44F$
4,210.56
manifold
installed within a 10 round valve box
2
Ea
$115.50
$
231.00
84.05
$
168.10
10 Waterman AA-6 Irrigation 2" Pressure relief valve
Provide all materials and labor necessary to install in accordance to the manufacturer specifications. Refer to installation detail
11 Waterman AVA 50, Irrigation 1.5" Air vacuum release valve
Provide all materials and labor necessary to install in accordance to the manufacturer specifications. Refer to installation detail
2
Ea
12 Irrigation 4" supply line isolation valve
Nibco MJ619 -RW -SON. 619 Series 4" irrigation epoxy coated isolation valve with non - rising stem, square nut opening connection, flanged connections.
2
Ea
Provide 10" plastic corrugated plastic sleeve and Jumbo valve box, refer to installation detail. By Irrigation Contractor
2
Ea
BID ALTERNATE 1 - PHASE 2. FOREST LAKES BLVD - TURTLE LAKE/GOLF COURSE ROW - TOTAL
TOTAL Sections 1 -III $
47,618.93
$
43,541.36
BID ALTERNATE 2. PHASE 2 - WOODSHIRE LANE ENTRY AREA LANDSCAPE IRRIGATION AND LANDSCAPE LIGHTING
I SITE DEMOLITION, PREPARATION AND DISPOSAL
13 Remove existing river rock at sign base of Pine Ridge and Woodshire Ln entry signs, prep for planting ( +1-1,140 SF)
14 Remove 4 Queen Palms and one Sabal Palm at monument signs including stump grinding, existing mulch removal and soil backfill and prep for new plantings.
II INSTALLED SITE MATERIALS
a. Woodshire Lane Monument Sign areas
15 Transportation Blend, Pro Eucalyptus Colored Mulch, Forestry Resources or county approved equal, (3" Fluffed Depth) 1,350 SF @ 8 SF / Bag = 169 Bags
Landscape Lighting (Include wire, electrical hookups at pull box stub outs within unit prices for full functioning system)
16 Sign Light (Unique, Odyssey Line, Starburst, 50W Xenon Composite Flood, EP -17 Power Post)
17 Transformer (MDL Corp, 30300 -PTP, Stainless 12 -14v, Multi -Tap transformer, include timer)
III PHASE 2 - PLANT MATERIALS ( Final specifications per plan plant schedule)
(Plant unit prices to include planting soil mix backfill per specifications)
SIGN AREAS PLANT LIST
PALMS
18 PRO Phoenix roebelenii
19 PRT Phoenix roebelenii
SHRUBS
Toa, double
20 ALP
Alpiniazerumbet'Variegata'
21 CLU
Clusia guttifera
22 NE02
Neoregelia'Monet'
GROUNDCOVERS
1 gallon 16" spd
23 POL
Polypodium scolopendrium
MISCELLANEOUS
24 SOD
Stenotaphrum secundatum'Floritam'
IV PHASE 2 - IRRIGATION MATERIALS
Pygmy Date Palm
Toa, double
Pygmy Date Palm
Toa, triple
Variegated Shell Ginger
3 gallon 24"
Small Leaf Clusia
10 gallon 48"
Monet Bromeliad
1 gallon 16" spd
Wart Fern 1 gallon 10" full
Floratam Sod Contractor to verify quantity
t ota
$444.68
$ 889.36
548.54
$ 1,097.08
$346.50
$ 693.00
304.45
$ 608.90
$838.20
$ 1,676.40
987.26
$ 1,974.52
LS $825.00 $ 825.00 1,829.70 $ 1,829.70
Ea $137.50 $ 687.50 176.55 $ 882.75
169 Bags $4.95 $ 836.55 4.92 $ 831.48
4 Ea $751.30 $ 3,005.20 165.85 $ 663.40
1 Ea $1,009.80 $ 1,009.80 240.75 $ 240.75
1 Ea $203.50 $ 203.50 187.25 $ 187.25
3 Ea $214.50 $ 643.50 267.50 $ 802.50
39 Ea
10 Ea
104 Ea
$13.20
$ 514.80
10.70
$ 417.30
$66.00
$ 660.00
58.85
$ 588.50
$13.20
$ 1,372.80
26.75
$ 2,782.00
142 Ea $5.50 $ 781.00 5.62 $ 798.04
1,520 SF $0.35 $ 532.00 0.34 $ 516.80
PM: Darryl Richard
PS: Brenda Brilhart
ITB 13 -6136
Forest Lakes MSTU
Landscape and irrigation
Item No. Description
25 Irrigation Point of Connection E
to existing Phase 1 isolation valve. 4" SCH 80 PVC flange connection to existing isolation valve outlet 1
Est. Qty Unit
26 Irrigation system single phase electrical service for system controller S
Electric service shall be in accordance to controller manufacturer specifications. Wire from electric service source to controller shall be encased within 1.25"
1 LS
as well as national, state 1
1 Ea
27 Irrigation Water Management Device a
Benmad IR- 3 "- 910P- PRV- G -FLG, 3" Hydrometer valve, globe configuration with flanged connections. Include electric solenoid to be controlled by controller 1
1 Ea
as a master valve; PRV pressure reducing pilot to reduce and regulate upstream pressure, adjust to 60 +/- PSI. Install within a Jumbo Polymer concrete
utilities box suitable for the hydrometer size.
28 Irrigation System Controller with Weather Sensor (
(For Woodshire Lane zones): Hunter ACC 99DP, ACC Series 99 stations decoder controller with plastic cabinet and pedestal. Include Hunter Solar Sync, 1
1 E
weather sensor, installed in accordance to manufacturer recommendations. Provide any hardware /software necessary to operate in accordance to the
Ea
manufacturer specifications. Include all grounding hardware and labor necessary to meet manufacturer specifications.
29 Hunter ICD 600 6
6 Station field decoder with Surge Suppression and Ground Wire for ACC Control Two -Wire system. Provide wire connectors in accordance to Hunter ACC 1
1 E
Specifications. Install within a 10" round box.
Ea
30 Hunter ICD 400 4
4 Station field decoder with Surge Suppression and Ground Wire for ACC Control Two -Wire system. Provide wire connectors in accordance to Hunter 1
1 E
ACC Specifications. Install within a 10" round box
Ea
31 Paige 12 -2 AWG Maxi -wire C
Control insulated wire suitable for direct burial and Two -wire irrigation control system applications. 5
32 3" 1120 -1220 Class 200 PVC gasket irrigation main line w
with Hardco DIP fittings, pantone purple, 522C; Main line depth 30" 2
570 LF
an ca Jomt Tee with pipe restraints
34 2" 1120 -1220 Clas 200 PVC solvent weld irrigation submain line
35 3" Class 150 SDR 11 Extra Molecular Strength HDPE casing
36 3 "HDPE to PVC Mechanical Joint coupling
37 6" Class 150 SDR 11 Extra Molecular Strength HDPE casing
38 4" Class 150 SDR 11 Extra Molecular Strength HDPE Casing
39 3" Class 150 SDR 11 Extra Molecular Strength HDPE casing
40 2" Class 150 SDR 11 Extra Molecular Strength HDPE casing
41 Irrigation main pressure -check points
42 Irrigation 2" submain line isolation valve
43 Hunter lCV- 101G -FS
44 Hunter PROS -12 -R
45 Hunter PROS -6 -R
46 Hunter PROS -SR
47 Existing piping, zone control valve, and sprinklers removal
ALTERNATE 2 - PHASE 2 - WOODSHIRE LANE ENTRY AREA LA
with SCH 40 PVC fittings, pantone purple 522C; Submain line depth 30"
to be used as 3" irrigation main. Directional Bore.
with transitional gaskets, or interconnecting fittings for connecting Class 150 SDR 11 HDPE to PVC
to be used as paved surface crossing casing for 2" submain, 1.25" bubbler lateral lines, and 1.25" control wires sleeve. Directional Bore.
to be used as paved surface crossing casing for 2" submain, lateral lines and control wires sleeve. Directional Bore.
to be used as paved surface crossing casing for electric service, lateral lines and control wires. Directional Bore.
to be used as paved surface crossing casing for control wires sleeve. Directional Bore.
0 -100 PSI liquid filled pressure quage with Schradder type aire valve; with SCH 40 PVC interconnecting fittings; connected to the valves cluster manifold
line; installed within a 10 round valve box
Matco -Norca 514 Series 2" brass isolation valve with non -rising stem, threaded connections. Provide 10" plastic corrogated sleeve and 10" round valve
box, refer to installation detail. By Irrigation Contractor.
ICV Series 1" Electric solenoid valve with Filter Sentry; Christy ID- STD -Y1, Yellow, blank identification tag, Christy ID- MAX -P2 -006, purple warning plastic
tag; Scotchlock DBR wire connectors. Install within a 12" rectangular valve box. One valve unit per box. Refer to detail.
Pro -Spray series 12" High Pop -up spray body with factory installed non - potable water warning cap. Provide Toro Precision series spray nozzles with
threads for Hunter spray heads. Refer to plan for nozzle selection.
Pro -Spray series 6" High Pop -up spray body with factory installed non - potable water warning cap. Provide Toro Precision series spray nozzles with threads
for Hunter spray heads. Refer to plan for nozzle selection.
Pro -Series shrub adapter with RainBird 1404, 1 GPM pressure compensating flood type bubbler nozzle for treelpalm supplemental hydration. Refer to plan
for tree palm locations.
Return to owner elements specified in plan, dispose of other elements removed.
IRRIGATION AND LANDSCAPE LIGHTING
BID ALTERNATE 3. PHASE 2 - WOODSHIRE LANE ROW LANDSCAPE AND IRRIGATION
I SITE DEMOLITION, PREPARATION AND DISPOSAL
Woodshire Lane Site Preparation, west ROW from Entry Sign Area to Forest Lakes Boulevard and east ROW to Woodshire pool (see plan for limits)
48 Move existing boulders in west ROW and cluster in groups of 3 and 5 per plan locations and details on sheet L -8. Dispose of any boulders 24" and less. (to be field directed by landscape architect)
49 2 applications for 100% kill of existing St. Augustine and Bahia Grass within refurbishment irrigation area along Woodshire Lane ( +/- 21,300 SF)
50 Remove existing Bahia and St. Augustine Grass to prepare for proposed plantings and new St. Augustine Sod
51 Trim all preserved large trees and palms to ISA standards and to provide a clearance of 10' above sidewalk. (As identified per plans)
If INSTALLED SITE MATERIALS
b.Woodshire Lane, west ROW from Entry Area to Forest Lakes Boulevard and east ROW to Woodshire pool (see plan for limits)
52 Transportation Blend, Pro Eucalyptus Colored Mulch, Forestry (3" Fluffed Depth) 500 SF @ 8 SF / Bag = 63 Bags
Resources or county approved equal
III PHASE 2 - PLANT MATERIALS ( Final specifications Per plan Plant schedule)
(Plant unit prices to include planting soil mix backfill per specifications)
2 of4
1 LF
500 LF
50 LF
2 LF
60 LF
100 LF
55 LF
50 LF
1 Ea
QUALITY ENTERPRISE OWEN AMES KIMBALL OAK
Unit Cost Total Cost Unit Cost Total Cost
$715.00 $ 715.00 175.08 $ 175.08
$4,235.00 3,531.00
$ 4,235.00 $ 3,531.00
$1,925.00 $ 1,925.00 2,236.74 $ 2,236.74
$4.620.001 $ 4,620.00 1 3,777.261 $ 3,777.26
$412.501 $ 412.50 403.22F$ 403.22
$330.001 $ 330.00 J 390.65 $ 390.65
$0.94 $ 535.80 0.88 $ 501.60
$8.66 $ 173.20 3.69 $ 73.80
$522.50 $ 522.50 368.28 $ 368.28
$5.89 $ 2,945.00 2.25 $ 1,125.00
$18.48 $ 924.00 23.05 $ 1,152.50
$104.50 $ 209.00 146.00 $ 292.00
$34.65 $ 2,079.00 52.70 $ 3,162.00
$25.41 $ 2,541.00 29.65 $ 2,965.00
$18.48 $ 1,016.40 23.05 $ 1,267.75
$17.33 $ 866.50 20.03 $ 1,001.50
$137.50 $ 137.50 84.05 $ 84.05
1 Ea 1 $165.001 $ 165.001 313.42 $ 313.42
4 Ea $275.00 307.20
$ 1,100.00 $ 1,228.80
8 Ea $41.25 $ 330.00 27.37 $ 218.96
22 Ea $35.201 $ 774.40 f 23.43 $ 515.46
6 Ea $37.40 $ 224.401 24.08 $ 144.48
1 LS
21,300 SF
21,300 SF
4 Ea
TOTAL Sections
$1,980.00 $ 1,980.00 4,815.00 $ 4,815.00
$0.03 $ 639.00 0.06 $ 1,278.00
$0.22 $ 4,686.00 0.11 $ 2,343.00
$82.50 $ 330.00 64.20 $ 256.80
63 Bags I s4.95 Ls 311.85 1 4.92 $ 309.96
$4.620.001 $ 4,620.00 1 3,777.261 $ 3,777.26
$412.501 $ 412.50 403.22F$ 403.22
$330.001 $ 330.00 J 390.65 $ 390.65
$0.94 $ 535.80 0.88 $ 501.60
$8.66 $ 173.20 3.69 $ 73.80
$522.50 $ 522.50 368.28 $ 368.28
$5.89 $ 2,945.00 2.25 $ 1,125.00
$18.48 $ 924.00 23.05 $ 1,152.50
$104.50 $ 209.00 146.00 $ 292.00
$34.65 $ 2,079.00 52.70 $ 3,162.00
$25.41 $ 2,541.00 29.65 $ 2,965.00
$18.48 $ 1,016.40 23.05 $ 1,267.75
$17.33 $ 866.50 20.03 $ 1,001.50
$137.50 $ 137.50 84.05 $ 84.05
1 Ea 1 $165.001 $ 165.001 313.42 $ 313.42
4 Ea $275.00 307.20
$ 1,100.00 $ 1,228.80
8 Ea $41.25 $ 330.00 27.37 $ 218.96
22 Ea $35.201 $ 774.40 f 23.43 $ 515.46
6 Ea $37.40 $ 224.401 24.08 $ 144.48
1 LS
21,300 SF
21,300 SF
4 Ea
TOTAL Sections
$1,980.00 $ 1,980.00 4,815.00 $ 4,815.00
$0.03 $ 639.00 0.06 $ 1,278.00
$0.22 $ 4,686.00 0.11 $ 2,343.00
$82.50 $ 330.00 64.20 $ 256.80
63 Bags I s4.95 Ls 311.85 1 4.92 $ 309.96
1 Ea 1 $165.001 $ 165.001 313.42 $ 313.42
4 Ea $275.00 307.20
$ 1,100.00 $ 1,228.80
8 Ea $41.25 $ 330.00 27.37 $ 218.96
22 Ea $35.201 $ 774.40 f 23.43 $ 515.46
6 Ea $37.40 $ 224.401 24.08 $ 144.48
1 LS
21,300 SF
21,300 SF
4 Ea
TOTAL Sections
$1,980.00 $ 1,980.00 4,815.00 $ 4,815.00
$0.03 $ 639.00 0.06 $ 1,278.00
$0.22 $ 4,686.00 0.11 $ 2,343.00
$82.50 $ 330.00 64.20 $ 256.80
63 Bags I s4.95 Ls 311.85 1 4.92 $ 309.96
22 Ea $35.201 $ 774.40 f 23.43 $ 515.46
6 Ea $37.40 $ 224.401 24.08 $ 144.48
1 LS
21,300 SF
21,300 SF
4 Ea
TOTAL Sections
$1,980.00 $ 1,980.00 4,815.00 $ 4,815.00
$0.03 $ 639.00 0.06 $ 1,278.00
$0.22 $ 4,686.00 0.11 $ 2,343.00
$82.50 $ 330.00 64.20 $ 256.80
63 Bags I s4.95 Ls 311.85 1 4.92 $ 309.96
63 Bags I s4.95 Ls 311.85 1 4.92 $ 309.96
PM: Darryl Richard
PS: Brenda Brilhart
ITB 13-6136
Forest Lakes MSTU
Landscape and Irrigation
QUALITY ENTERPRISE OWEN AMES KIMBALL OAK
Item No. Description Est. Qty Unit Unit Cost Total Cost Unit Cost Total Cost
STREET TREES PLANT LIST
Item No. S m Botanical Name Common Name Specifications
53
$231.00
BA
Bulnesla arborea
Verawood Tree
10' oa x 5' spd, 2 -2.5" cal
5
Ea
54
CB
Cordial boissied
White Geiger
10' oa x 4' spd, 2" cal, RPG or equal (No circling roots)
5
Ea
55
CF
Cassia fistula
Golden Shower
14' oa x 6' spd, 3" cal
2
Ea
56
CS
Cordia sebestena
Orange Geiger
10' oa x 4' spd, 2" cal, RPG or equal (No circling roots)
3
Ea
57
JIM
Jacaranda mimosifolia
Jacaranda
14' oa x 6' spd, 3" cal, RPG or equal (No circling roots)
6
Ea
58
LI
Lagerstroemia indica'Muscogee'
Muskogee Crepe Myrtle (Lavender)
30 gal, 10' oa, 2" cal, Multi -trk
3
Ea
59
LS
Lagerstroemia speciosa
Queen Crepe Myrtle
30 gal, 10' oa, 2" cal, Multi -trk
6
Ea
60
TI
Tabebuia impetiginosa
Pink Ipe Tabebuia Tree
10 oa x 4' spd, 2" cal
7
Ea
61
TS
Tecoma stans
Yellow Elder
14' oa x 6' spd, 3" cal, RPG or equal (No circling roots)
3
Ea
62
TRA
Trachelospermum asiaticum
Asian Jasmine
1 gallon, 12" full
165
Ea
63
SOD
Stenotaphrum secundatum'Flontam'
Floratam Sod
Contractor to verify quantity
19,780
SF
$231.00
$ 1,155.00
256.80
$ 1284.00
$357.50
$ 1,787.50
256.80
$ 1,284.00
$495.00
$ 990.00
422665
$ 845.30
$385.00
$ 1,155.00
256.80
$ 770.40
$412.50
$ 2,475.00
358.45
$ 2,150.70
$231.00
$ 693.00
347.75
$ 1,043.25
$231.00
$ 1,386.00
358.45
$ 2,150.70
$231.00
$ 1,617.00
256.80
$ 1,797.60
$495.00
$ 1,485.00
422.65
$ 1,267.95
$4.40
$ 726.00
5.89
$ 971.85
$0.35
$ 6,923.00
0.34
$ 6,725.20
IV PHASE 2: IRRIGATION MATERIALS
$ 825.00
2,438.53
$ 2,438.53
$18.48
$ 1,570.80
23.05
$ 1,959.25
64 4" SCH 40 PVC irrigation sleeves for sidewalk crossing,
65 Hunter ICD 400
10' + / -. L.F. per crossing. Open trench installation.
4 Station field decoder with Surge Suppression and Ground Wire for ACC Control Two -Wire system. Provide wire connectors in accordance to Hunter ACC
30
LF
$17.60
$ 704.00
3.79
$ 151.60
$9.24
$ 277.20
5.78
$ 173.40
$302.50
$ 605.00
406. 92
$ 813.84
66 Paige 12 -2 AWG Maxi -wire
67 3" 1120 -1220 Class 200 PVC gasket irrigation main line
68 Irrigation 3" main line isolation valve
69 Hunter ICV- 101G -FS
Specifications. Install within a 10" round box.
Control insulated wire suitable for direct burial and Two -wire irrigation control system applications.
with Hardco DIP fittings, pantone purple, 522C; Main line depth 30"
Nibco MJ619 -RW -SON. 619 Series 3" Irrigation epoxy coated isolation valve with non -rising stem, square nut opening connection, flanged connections.
Provide 10" plastic corrugated plastic sleeve and Jumbo valve box, refer to installation detail.
ICV Series 1" Electric solenoid valve with Filter Sentry; Christy ID- STD -Y1, Yellow, blank identification tag; Christy ID- MAX- P2 -006, warning
2
550
520
1
LF
LF
LF
LF
$0.94
$ 517.00
0.88
$ 484.00
$9.24
$ 4,804.50
3.69
$ 1,918.80
$825.00
$ 825.00
849 17 .
$ 849.17
$258 .50
$ 2,068.00
307.20
$ 2,457.60
purple plastic
tag, Scotchlock DBR wire connectors. Install within a 1" rectangular valve box. One Valve unit per box. Refer to detail
70 Hunter 1- 20-6P -ADJ 1 -20 Series 6" Pop -up Rotor head, adjustable, with factory installed Non - Potable water waming cap. Refer to plan for nozzle selection.
71 Hunter PROS-6-R Pro-Spray series 6" High Pop-up spray body with facto ry installed non- p otable water warning min 9 ca P Provide Toro Precision series spray nozzles with threads
for Hunter spray heads. Refer to plan for nozzle selection.
72 Hunter PROS -SR Pro - Series shrub adapter with RainBird 1404, 1 GPM pressure compensating flood type bubbler nozzle for tree /palm supplemental hydration. Refer to plan
for tree palm locations.
BID ALTERNATE 3 - PHASE 2 - WOODSHIRE LANE ROW LANDSCAPE AND IRRIGATION
g
12
84
40
LF
LF
LF
LF
$71.50
$ 858.00
53.20
g 638.40
$35.20
$ 2,956.80
23 43 .
$ 1,968.12
$37.40
TOTAL Sections I -IV
$ 1,496.00
E 42,747.15
30.10
TOTAL Sections WV
$ 1,204.00
S 39.801.04
BID ALTERNATE 4 -PHASE 2 - WOODSHIRE LANE EAST ROW FENCE
I INSTALLED SITE MATERIALS
73 6' Fence (black vinyl coated chain link to match existing) Install along east property line per plan locations on sheet L-4 from approximately sta 2 +80 to 6 +25 (+/-450 LF).
450 LF $12.651 $ 5,692.50 18.73 $ 8,428.50
BID ALTERNATE 4 - PHASE 2 - WOODSHIRE LANE EAST ROW FENCE TOTAL Sections WV $ 6,692.50 1 TOTAL Sections 14V $ 8,428.60
BID ALTERNATE 5 -PHASE 3 - WEST ENTRY ROW AREAS (TURN LANE AND SIDEWALK)
I INSTALLED SITE MATERIALS
74 Transportation Blend, Pro Eucalyptus Colored Mulch, Forestry (3" Fluffed Depth) 700 SF @ 8 SF / Bag = 88 Bags
Resources or county approved equal
II PHASE 3 - PLANT MATERIALS ( Final specifications Per Plan Plant schedule)
(Plant unit prices to include planting soil mix backfill per specifications)
SHRUBS
75 CLU Clusia guttifera Clusia Hedge 10 GAL. 4' HT, 48" OC
MISCELLANEOUS
76 SOD Stenotaphrum secundatum 'Floritam' Floratam Sod Contractor to verify quantity
88 Bags 1 $4.95 $ 435.601 4.92 $ 432.96
43 Ea $66.001s 2.838.001 58.85 $ 2,530.55
3,370 SF $0.351 $ 1,179.50 1 0.34 $ 1145.80
III PHASE 3 - IRRIGATION MATERIALS
77 Connect proposed zone (zone 14) to existing controller. Include 150 + /- L.F. of 14 gauge control activation wire. Use existing ground wire from adjacent zone control valve. Restore disturbed existing landscape. 1 LF
78 3" Class 150 SDR 11 Extra Molecular Strength HDPE casing, to be used as paved surface crossing casing for zone 14 lateral line. Directional Bore. 85 LF
79 2" Class 150 SDR 11 Extra Molecular Strength HDPE casing, to be used as paved surface crossing casing for zone 14 lateral line. Directional Bore. 15 LF
80 2" Class SCH 40 PVC casing, to be used as sidewalk crossing casing for zone 14 lateral line. Open trench installation prior to sidewalk pouring. 40 LF
81 Connect to existing zone control valves manifold at entry median. 1 LF
3 of
$825.00
$ 825.00
2,438.53
$ 2,438.53
$18.48
$ 1,570.80
23.05
$ 1,959.25
$17.60
$ 264.00
20.03
$ 300.45
$17.60
$ 704.00
3.79
$ 151.60
$825.00
$ 825.00
166.92
$ 166.92
PM: Darryl Richard
PS: Brenda Brilhart
ITB 13-6136
Forest Lakes MSTU
Landscape and Irrigation
Item No. Description
Est Qty Unit
82 Hunter ICV- 151G -FS, ICV Series 1.5" Electric solenoid valve with Filter Sentry and Accu -Set 40 PSI pressure regulator, Christy ID- STD -Y1, Yellow, blank identification tag; Christy ID- MAX -P2 -006, purple waming plastic tag;
Scotchlock DBR wire connectors. Install within a 12" rectangular valve box. One valve unit per box. Refer to detail. 1 LF
83 Remove, relocate 14 existing 6" pop -up spray heads from areas adjacent to back of curb to be removed. Use at locations where proposed 6" pop -up hydrants are schedule to be used. Include Toro Precision series spray
nozzles. 12 LF
84 Hunter PROS -6 -R, Pro -Spray Series 6" Pop -up spray body with factory installed Non - Potable Water waming cap. Provide Toro Precision series spray nozzles with threads for Hunter spray heads. Refer to plan for nozzle
selection. 49 LF
85 Hunter PROS -SR, Pro -Series shrub adapter for spray nozzle, mounted on a 60 "x1/2" SCH 80 PVC riser. Refer to plan for tree and palm locations. 2 LF
86 Existing piping removal and turf grass restoration. 1 LF
QUALITY ENTERPRISE OWEN AMES KIMBALL OAK
Unit Cost Total Cost Unit Cost Total Cost
$770.00
$ 770.00
424.18
$ 424.18
$41.25
$ 495.00
8.03
$ 96.36
$35.20
$ 1,724.80
23.43
$ 1,148.07
$37.40
$ 74.80
30.10
$ 60.20
$1,375.00
$ 1,375,001
1,348.201
$ 1,348.20
BID ALTERNATE 5 - PHASE 3 - WEST ENTRY ROW AREAS (TURN LANE AND SIDEWALK) TOTAL Sections 141 $ 13,081.50 1 TOTAL Sections 1 -11 $ 12,203.07
BID ALTERNATE 6 -PHASE 3 - WEST ENTRY ROW FICUS HEDGE REPLACE
SHRUBS
I INSTALLED SITE MATERIALS
87 CLU Clusia guttifera
Clusia Hedge
10 GAL. 4' HT, 48" OC
40 Ea $66.001 $ 2,640.00 58.85 $ 2,354.00
BID ALTERNATE 5 - PHASE 3 - WEST ENTRY ROW FICUS HEDGE REPLACEMENT TOTAL Sections 1 -II $ 2,640.00 TOTAL Sections 1 -11 $ 2,354.00
TOTAL
TOTAL $ 168,983.93 TOTAL $ 184,181.49
VI INSTRUCTIONS TO BIDDERS
1 Contractor to bid lump sum or unit prices for items as noted above.
2 Quantities shown are estimates from plan take -offs, contractor shall review plans, specifications and
field conditions prior to providing lump sum amounts.
3 Unit prices shall be based on the estimated quantities listed above.
4 Plant unit prices to include planting soil mix backfill per specifications. SF = Square Feet
5 LS = Lump Sum LF = Linear Feet
6 Ea = Each CY = Cubic Yards
4 of4
REMOV BlF I nNG
SIDEWALK RESTORE
AREA PER LANDSCAPE
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II I
PROPOSEDSIMDE Y
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I I i O M •.,� , e• GENERAL NOTES
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I I I I END
I N I I CONSTRUCTION