R7B-Execute GMP Amendment 1 Par 3 Golf Course ProjectCOMMISSION ITEM SUMMARY
Condensed Title:
A Resolution Of The Mayor And City Commission Of The City Of Miami Beach, Florida, Approving And Authorizing The Mayor And
The City Clerk To Execute Guaranteed Maximum Price (GMP) Amendment No. 1 To The Pre-Construction Services Agreement With
QGS Development, Inc., Dated October 19, 2011, For ConstrucUon Management At Risk Services For The Par 3 Golf Course
Project, In The Amount Of $4,227,898; And A Five (5) Percent OMler's Contingency In The Amount Of $211,395 For A Total Amount
Of $4,439,293.
Key Intended Outcome Supported:
Ensure Value and Timely Delivery of Quality Capital Projects.
Supporting Data (Surveys, Environmental Scan, etc.): The 2012 Customer Satisfaction Survey indicated that 81% of
businesses rated completed capital improvement projects as "excellent" or "good."
Item Summary/Recommendation:
Pursuant to the former City Manager's recommendation, on October 19, 2011, the Mayor and City Commission approved Resolution No. 2011-
27791, authorizing the Mayor and City Clerk to execute a Pre-Construction Services Agreement with QGS. These services included: review of
project requirements, existing on· site conditions, preliminary budget, project scheduling and phasing, value engineering; and submission of
constructability recommendations to the consultant.
Per the requirements of the contract, the CMR, coordinates with the Architect/Engineer team and the City, the issuance of bid documents to a
pre-approved list of subcontractors to obtain the pricing in order to develop the GMP.
On September 27, 2013, QGS held their subcontractor bid opening at the Capital Improvement Projects (CIP) Office in the presence of
representatives of the City's CIP office, and consultants, McCumber Golf Inc. (McCumber) and Kobi Karp Architecture and Interior Design (Kabi
Karp). The bids were evaluated and thcroughly reviewed to insure that they encompassed the full scope of work. The GMP was formulated
based on the lowest responsive bid for each element. The GMP was then negotiated with the CMR to obtain the best possible price based an
the specified project scope.
Fallowing a number of discussions, evaluation of value-engineering (VE) options, analysis of constructability recommendations, and
negotiations. QGS submitted the final negotiated GMP proposal in the amount of$4,227,898 (Exhibit A). The GMP Amendment No.1 (Exhibit B)
reflects the proposed amount of $4,227,898, and a five percent owner's contingency in the amount of $211,395 for a total of $4,439,293.
In order to obtain further assurance that the best value for this project had been negotiated, the City contracted CMS Estimating Services
(CMS), a consultant retained under the City's Constructability, Cost & Value Engineering Review Services contract, to perform an independent
construction cost estimate. The estimated construction cost as submitted by CMS is $4,246,678 (Exhibit C).
This project was initially approved in the FY 2007/08 Capital Plan with a construction budget of $2,954,000. The original scope of work included
the renovation of the existing golf course, greens, tees and bunkers as well as irrigation and drainage systems. As the project progressed and
as requested by the Commission, se'leral items were added or modified from the original scope. On June 9, 2010 Resolution No. 2010-27407
(Exhibit D) and on June 1, 2011, Resolution No. 2011-27677 (Exhibit E) the City approved and adopted the final scope of work as being, a 9
hole Par 3 golf course and lake system; restroom building; a 2,000 square foot splash pad; a 6,000 square foot tot lot; four (4) asphaltic
concrete tennis courts and nine (9) parking spaces. In addition, the City requested that the project include a connection of the existing storm
drainage located on Prairie Avenue and the Par 3 property to the lake system far emergencya ... erflow; that the starter shack be included in the
approved GMP and nat as an alternate: the three (3) month turf grow in period be performed by the CMR, and that a permanent fertigation
system be provided. This additional scope totals approximately $250,000.
The administration is of the opinion that based on the scope of work identified in the documents the final negotiated GMP is a competitive. fair
and reasonable price.
The construction duration of this project has been negotiated at 273 calendar days (approximately 9 months) and it is anticipated that this work
will commence in March 2014 (pending permit approvals).
It is recommended that the Mayor and City Commission adapt the resolution.
Advisory Board Recommendation:
I N/A
Financial Information:
Source of Amount Account
Funds: 1 $3,637,975 388-2627-069357-MCC CDT INT-CDT RESORT TAX
2 $ 100,000 429-2730-069357-STORMWATER LOC
3 $ 211,395 388-2627-069357-MCC CDT INT-CDT RESORT TAX
fo· ~ 4 $ 489,923 306 -MID BEACH QUALITY OF LIFE -Subject to Future
appropriation
OBP Total $4,439,293
Financial Impact Summary: No funds being expended at this time.
Clerk's Office le islative Trackin
DM M
F:IT _Drive\AGENDA\2014\January\Par 3 Golf Course\Par 3
MIAMI BEACH
Manager
714
City Manager
'\
RY Revised funding.doc
AGENDA ITEM ----'-t(_l_B"77'7"""_
DATE __.__1-..~..::f )~--(y,___
ttl MIAMI BEACH
City of Miami Beach, 1700 Convention Center Drive, Miami Beach, Florida 33139, www.miamibeachll.gov
COMMISSION MEMORANDUM
TO: Mayor Philip Levine and Members
FROM: Jimmy L. Morales, City Manager
DATE: January 15, 2014
SUBJECT: A RESOLUTION OF THE MAYOR ND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, A PROVING AND AUTHORIZING THE
MAYOR AND THE CITY CLERK TO EXECUTE GUARANTEED MAXIMUM
PRICE (GMP) AMENDMENT NO. 1 TO THE PRE-CONSTRUCTION
SERVICES AGREEMENT WITH QGS DEVELOPMENT, INC., DATED
MARCH 20, 2012, FOR CONSTRUCTION MANAGEMENT AT RISK
SERVICES FOR THE PAR 3 GOLF COURSE PROJECT, IN THE AMOUNT
OF $4,227,898 PLUS A FIVE PERCENT OWNER'S CONTINGENCY IN
THE AMOUNT OF $211,395; FOR A TOTAL AMOUNT OF $4,439,293
WITH PREVIOUSLY APPROPRIATED FUNDING IN THE AMOUNT OF
$3,637,975 FROM FUND 388 -MDC COT INTERLOCAL-CDT/RESORT
FUND; $100,000 FROM FUND 429-STORMWATER LOC-RESO 2009-
27076; $211,395 FROM FUND 388 • MDC COT INTERLOCAL-
CDT/RESORT FUND; AND $489,923 FROM FUND 306 -MID BEACH
QUALITY OF LIFE, SUBJECT TO FUTURE APPROPRIATION THROUGH
A CAPITAL BUDGET AMENDMENT TO THE CAPITAL BUDGET FOR
FISCAL YEAR 2013/14 TO BE PRESENTED AT THE JANUARY 15, 2014
COMMISSION MEETING.
ADMINISTRATION RECOMMENDATION
Adopt the resolution.
KEY INTENDED OUTCOME SUPPORTED
Ensure Value and Timely Delivery of Quality Capital Projects.
FUNDING
$3,637,975
$ 211,395
$ 100.000
$3,949,370
$ 489.923
$4,439,293
Account # 388-2627-069357 (previously appropriated)
Account# 388-2627-069357 (previously appropriated)
Account# 429-2730-069357 (previously appropriated)
Account# 306-Mid Beach Quality of life (subject to future appropriation)
Funding for this amendment in the amount of $3,637,975 has been previously appropriated
from Fund 388 -MDC COT lnterlocai-CDT/Resort Fund, and $100,000 from Fund 429 -
Stormwater LOC -Resolution 2009-27076; a five percent owner's contingency amount of
$211,395 from Fund 388 -MDC COT lnterlocai-CDT/Resort Fund; and $489,923 from Fund
306 -Mid Beach Quality of life, subject to future appropriation through a budget amendment to
the FY 2013/14 Capital Budget.
715
Commission Memorandum-QGS Development GMP for Par 3 Golf Course Project
January 15, 2014
Page 2 of3
ANALYSIS
The Mayor and City Commission at its July 13, 2011 comm1ss1on meeting authorized the
Administration to issue an RFQ for a Construction Manager at Risk (CMR) firm to provide pre-
construction services and construction phase services via a Guaranteed Maximum Price (GMP)
amendment for the Par 3 Golf Course Project.
RFQ No.41-1 0/11 was issued on July 19, 2011 and QGS Development (QGS) submitted their
proposal and were interviewed along with four (4) other CMR firms. On August 19, 2011, the
selection committee unanimously ranked QGS as the top-ranked firm.
Pursuant to the former City Manager's recommendation, on October 19, 2011, the Mayor and
City Commission approved Resolution No. 2011-27791, authorizing the Mayor and City Clerk to
execute a Pre-Construction Services Agreement with QGS. These services included: review of
project requirements, existing on-site conditions, preliminary budget, project scheduling and
phasing, value engineering; and submission of constructability recommendations to the
consultant.
Per the requirements of the contract, the CMR, coordinates with the ArchitecVEngineer team
and the City, the issuance of bid documents to a pre-approved list of subcontractors to obtain
the pricing in order to develop the GMP.
On September 27, 2013, QGS held their subcontractor bid opening at the Capital Improvement
Projects (CIP) Office in the presence of representatives of the City's CIP office, and consultants,
McCumber Golf Inc. (McCumber) and Kobi Karp Architecture and Interior Design (Kobi Karp).
The bids were evaluated and thoroughly reviewed to insure that they encompassed the full
.scope of work. The GMP was formulated based on the lowest responsive bid for each element.
The GMP was then negotiated with the CMR to obtain the best possible price based on the
specified project scope.
Following a number of discussions, evaluation of value-engineering (VE) options, analysis of
constructability recommendations, and negotiations, QGS submitted the final negotiated GMP
proposal in the amount of $4,227,898 (Exhibit A). The GMP Amendment No.1 (Exhibit B)
reflects the proposed amount of $4,227,898, and a five percent owner's contingency in the
amount of $211,395 for a total of $4,439,293.
In order to obtain further assurance that the best value for this project had been negotiated, the
City contracted CMS Estimating Services (CMS), a consultant retained under the City's
Constructability, Cost & Value Engineering Review Services contract, to perform an
independent construction cost estimate. The estimated construction cost as submitted by CMS
is $4,246,678 (Exhibit C).
This project was initially approved in the FY 2007/08 Capital Plan with a construction budget of
$2,954,000. The original scope of work included the renovation of the existing golf course,
greens, tees and bunkers as well as irrigation and drainage systems. As the project progressed
and as requested by the Commission, several items were added or modified from the original
scope. On June 9, 2010 Resolution No. 2010-27407 (Exhibit D) and on June 1, 2011,
Resolution No. 2011-27677 (Exhibit E) the City approved and adopted the final scope of work
as being, a 9 hole Par 3 golf course and lake system; restroom building; a 2,000 square foot
splash pad; a 6,000 square foot tot lot; four (4) asphaltic concrete tennis courts and nine (9)
parking spaces. In addition, the City requested that the project include a connection of the
existing storm drainage located on Prairie Avenue and the Par 3 property to the lake system for
emergency overflow; that the starter shack be included in the approved GMP and not as an
716
Commission Memorandum -QGS Development GMP for Par 3 Golf Course Project
January 15, 2014
Page 3 of3
alternate; the three (3) month turf grow in period be performed by the CMR; and that a
permanent fertigation system be provided. This additional scope totals approximately $250,000.
The administration is of the opinion that based on the scope of work identified in the documents
the final negotiated GMP is a competitive, fair and reasonable price.
The construction duration of this project has been negotiated at 273 calendar days
(approximately 9 months) and it is anticipated that this work will commence in March 2014
(pending permit approvals). The anticipated Project Schedule for the construction of the Par 3
Golf Course is as follows:
Commission GMP Award:
Notice to Proceed Number One:
Notice to Proceed Number Two:
Project Completion:
January 15, 2013
February 2014
March 2014
December 2014
Parks and Recreation Department has prepared a five (5) year projection of the expenses
associated with the operation and maintenance of the Par 3 Golf Course and its amenities. See
attached Exhibit F.
CONCLUSION
The Administration recommends the approval of the attached resolution authorizing the Mayor
and the City Clerk to execute Guaranteed Maximum Price (GMP) Amendment No. 1 to the Pre-
Construction Services Agreement with QGS Development, dated March 20, 2012, for
Construction Management at Risk Services for the Par 3 Golf Course project, in the amount of
$4,227,898 and a five percent owner's contingency in the amount of $211,395, from previously
appropriated funding and future budget appropriation at the January 15, 2014 Commission
Meeting.
Attachments:
Exhibit A-QGS Development -Construction Management at Risk GMP Proposal
Exhibit B -QGS Amendment# 1
Exhibit C -CMS -Third Party Estimate of Construction Costs
Exhibit D -Resolution No. 2010-27 407
Exhibit E -Resolution No. 2011-27677
Exhibit F -Par 3 Golf Course Operating & Maintenance Expenses
F:\T_Drive\AGENDA\2014\January\Par 3 Golf Course\Par 3 Golf Course -QGS GMP Approval -MEMO 112613 Revised
Memo.doc
717
17502 County Road 672 • P.O. Drawer 108 • Lithia, Florida 33547
Phone: (800) 446-3326 • (813) 634-3326 • Fax (813) 634-1733
ESTIMATED SCHEDULE OF VALUES
FOR
Miami Beach Par 3 -100%,
Bid #3 October 10, 2013
Golf Course Plans dated -August 7, 2013 -100%
Amenities Plans dated· September 3rd, 2013 • Permit Set
QGS Development, lnc. Page 1 of 7
718
EXHIBIT A
Odoberl, 2013
2. Site W ork!Dcmo
2
3
Tree Protection Fence (6' CL)
Tree Protection (Orange Fence or Equal)
NPDES Compliance/Silt Fence, Turbidity
Barrier& Inlet Protection
3. Potable Water
3,900 If $ 2.89 $ 11,271.00
2,055 lf $ 2. I 8 $ 4,479.90
Is $ 25,531.82 $ 25,531.82
Total $ 41,282.72
ea $ 19,574.55 $ l 20" x 6" Tapping Sleeve & Valve 1 19,574.55
lf $ 78.45 $ 2 6" DIP WM Wrapped & Restrained 80 6,276.00
ea $ 15,570.00 s
Is $ 8,027.27 $ 4 6" Fittings 1 8,027.27
S 6'' Gate Valve 1 ea $ $
6 Temporazy Blow-offs 1 ea $ 1,009.09 $ 1,009.09
7 4'' Irrigation Meter w/City Fees 1 ea $ 12,445.45 $ 12,445.45
8 8'' x 2" Tap & Corp Stop 1 ea $ 5,230.00 $ 5,230.00
9 2" Poly w/3" Casing ea $ 3,422.73 $ 3,422.73
10 2" Meter & BFP w/City Fess ea $ 11,581.82 $ 11,581.82
11 Cut and replace road ea $ $
12 Remove & Replace Sidewalk & Curb Is $ $
13 Remove & Replace Sod 1 Is $ $
14 1 ea $ $
15 1 ea $ $
16 1 ea $ $
Total $ 83,136.91
4. Sanitary Sewer
ea $ 71,570.91 $ 1 Pump Station as Designed 1 71,570.91
ea $ 2,143.64 $
If $ 39.21 $ 3 4" C-900 Gravity Sewer 101 3,960.21
ea $ 845.45 $
ea $ 4,986.36 $
lf $ 11.17 $ 6 3" Force Main 17 189.89
7 Remove & Replace Sidewalk & Curb Is $ $
8 Disassemble & reassemble Bus Stop ls $ $
Total $ 84,541.91
5. Streets
1 l I/2" S-l Asphalt-Parkin_gLot 475 sy $ 13.00 $ 6,175.00
2 8" LR Base-includes under curb 600 sy $ 13.67 $ 8,202.00
3 12" Stabilized Subgrade 637 sy $ 7.66 $ 4,879.42
4 TypeD Curb 292 If $ 15.98 $ 4,666.16
5 Gutter & Driveway 507 sf $ 10.65 $ 5,399.55
6 4" Sidewalk w/color 3,813 sf $ 2. 77 S 10,562.01
7 Truncated Domes 7 loc $ 150.00 $ 1,050.00
QGS Development, Inc. Page 2 of7 October 2, 20 lJ
719
5. Streets (Cont.)
•.••. ·.:)i.'·. · .. ·; i: · ·· ·. ·. · ':J~:"Qll!illti~I; 'fU : ···.~y··:·~:·~1)b~i!t:~~tf(*;·: •·tfH.r:r6m;:r::J::'··
8 Signage & Striping 1 ls $ 1,000.00 $ 1,000.00
9 Demolish Sidewalk & Curb 1 Is $ 1,140.91 $ 1,140.91
10 I" S-3 Asphalt-Jogging TraiJ 1,412 sy $ 13.71 $ 19,358.52
11 6" LRBase 1,883 sy $ ll.ll $ 20,920.13
12 12" Compacted Subgrade 2,118 sy $ 6.95 $ 14,720.10
13 5' x 4" Sidewalk w/color 3,490 sf $ $
14 8' x 4" Sidewalk w/color 1,600 sf $ 3.86 $ 6,176.00
15 IO' x 4" Sidewalk w/color 12,261 sf $ 3.86 $ 47,327.46
16 Sigt1age & Striping 1 Is $ 1,000.00 $ 1,000.00
17 Truncated Domes loc $ 320.00 $ 320.00
Total $ 152,897.26
6. Earthwork
1 Lake Excavation 28,500 cy $ 2.14 $ 60,990.00
2 Lake Bank Shaping 1 Is $ 954.55 $ 954.55
3 Spread Fill, Rough Grade 1 Is $ 5,181.82 $ 5,181.82
4 Shallow Pipe Pad Allowance 500 sf $ 11.90 $ 5,950.00
Total $ 73,076.37
7 D ' rain age
•i< •.. ~·~~ . J~).,;':t;;:·::.~;:.f?:. .· 'fi~~Jii~ti~·~~·if'>··;~J~'·· ... ,;;·:,·: ·.•·· ..;,::ft·~··."::i;);ij~~tfitYH·~,;' ~;"~~~.:~. ,;i*i!ifr~i~c:e::Jrm . :~~1!~~i i :' (:fo~ff~' c;c·.~f·E
· 'ltem Total ~:~~::;,~f~.:
1 4" HDPE 81 If $ 45.33 $ 3,671.73
2 6" HDPE 103 If s 46.25 $ 4,763.75
3 8" HDPE 57 If $ 47.98 $ 2,734.86
4 10" HDPE 59 If $ 49.53 $ 2,922.27
5 12" HDPE 31 If $ 64.68 $ 2~005.08
6 15'' HDPE 111 If $ 67.48 $ 7,490.28
7 18" HDPE 954 lf $ 69.46 $ 66,264.84
8 24" HDPE 180 lf $ 78.02 $ 14,043.60
9 36" HDPE 119 lf $ 101.14 $ 12,035.66
10 Valley Inlet 2 ea $ 8,772.73 $ 11,545.46
11 12" Basin 6 ea $ 5,400.00 $ 32,400.00
12 15" Basin 1 ea $ 5,636.36 $ 5,636.36
B 18" Basin 2 ea $ 8,954.55 $ 11,909.10
14 Construct New Inlet S-15 1 ea $ 12,572.73 $ 12,572.73
15 Yard Drains 7 ea $ 9,250.00 $ 64,750.00
16 Manhole 1 ea $ 7,840.91 $ 7,840.91
17 Control Structure CS-11 1 ea $ 13,804.55 $ 13,804.55
18 Control Structure CS-05 1 ea $ 13,645.45 $ 13,645.45
19 Rubber Check Valves 3 ea $ 9,281.82 $ 27,845.46
Exfiltration Trench w/filter cloth, stone &
20 perforated 15" HDPE 48 lf $ 225.45 $ 11},821.60
Exfiltration Trench w/filter cloth, stone &
21 perforated 18" HDPE 40 lf $ 257.27 $ 10t290.80
22 Rip Rap 8 loc $ 2,727.27 $ 21,818.16
7. Dramage (Cont.)
QGS Dtvelopment, Inc. Page 3 of7 October 2, 2013
720
23 Root Barrier 260 lf $ 19.54 $ 5,080.40
24 Root Prune 200 lf $ 17.73 $ 3,546.00
25 Demo Drain Pipe 445 If $ 75.88 $ 33,766.60
26 Demo Drain Structure 3 ea $ 4,000.00 $ 12~000.00
27 Temporary Pipe Plug 1 ea $ 5,909.09 $ 5,909.09
28 Clean Existing 12" RCP 1 Is $ 4,000.00 $ 4,000.00
Total $ 437,114.74
8 Golf Course
>Item .... : '\,.·. ;~~~,,~.~-2k;'<"~;;MDescription. ,. ' <iJ;;: .• . :. ' . •·· ;:::?; :?:.~J.;'~ ·'" ?Jlual'dity.1r:~ •. · ··~~~t: .. ti~~~,.Unit;:[Jtjce:{J~];t 1 .·~:':;'; l]ital::~;~·· :
1 Round-Up/Rotovate 20 ac $ 1,045.45 $ 20,909.00
2 Rough Shaping 1 ls $ 23,390.91 $ 23,390.91
3 Greens Construction 42,317 sf $ 3.29 $ 139,222.93
4 Tee Construction 45,850 sf $ 0.14 $ 6,419.00
5 Bunker Construction 11,750 sf $ 0.95 $ 11,162.50
Drainage $ -
6 4" Perf 625 If $ 8.73 $ 5,456.25
7 4" Solid 845 If $ 4.99 $ 4,216.55
8 6" Solid 1,177 If $ 13.16 $ 15,489.32
9 8" Solid 485 ea $ 15.81 $ 7,667.85
10 12" Solid 360 ea $ 22.85 $ 8,226.00
11 12" In-line Drains 23 ea $ 540.91 $ 12,440.93
$ -
12 Irrigation Pmnp Station/Wet Wel1!Intake/Slab 1 ls $ 248,076.36 $ 248,076.36
13 Pump House 1 ea $ 73,073.18 $ 73,073.18
14 Irrigation System Golf Course & LandscatJe 1 ls $ 380,65l.l4 $ 380,651.14
15 Fertigation System & Containment Area 1 Is $ 22,310.00 $ 22,310.00
16 Finish Shaping 1 Is $ 22,735.00 $ 22,735.00
Grassing & Amendments $ -
17 Sprig Greens -Platinum Paspalum 42,317 sf $ 0.37 $ 15,657.29
18 Sprig Tees-Platinum Paspalum 45,850 sf $ 0.33 $ 15,130.50
19 Sod -Platinum Paspalurn 235,000 sf $ 0.56 $ 131,600.00
20 Sod-St Augustine Palmetto 26,700 sf $ 0.50 $ 13,350.00
21 Grow-In 3 mth $ 20,000.00 $ 60,000.00
Total $ 1,237,184.71
9 Landscape-Golf Course
1 Cabbage Palms 26 ea $ 250.00 $ 6,500.00
2 Mahogany 2 ea $ 250.00 S 500.00
3 Green Buttonwood 21 ea $ 225.00 $ 4,725.00
4 Hong Kong Orchid 3 ea $ 200.00 $ 600.00
5 Orange Geiger 3 ea $ 200.00 $ 600.00
6 Frangipani 3 ea $ 300.00 $ 900.00
7 Wild Tamarind 3 ea $ 200.00 $ 600.00
8 Simson's Stopper 3 ea $ 275.00 $ 825.00
9 Trumpet Tree 3 ea $ 200.00 $ 600,00
9. Landscape -Golf Course (Cont.)
QGS Devdopment, Inc. Page 4of7 October 2, 2013
721
·Item . :;;: :;.:/,!:'\~i?.; : :ri'Deseription :.': ::::·:.: ''·:, :: ,,.· :·.;(. :•,QuantitY·!·"······· .. : ;:!':::. . ;;:r;i•h .Uilt Pric¢:.':':,~ ::.;:/::~H~; Tolhl;;,~~·.···.
10 Paradise Tree 3 ea $ 250.00 $ 750.00
Tree Total $ 16,600.00 $ -
11 Coontie 260 ea $ 10.00 $ 2,600.00
12 Red Tip Cocoplum 345 ea $ 7.00 $ 2,415.00
13 Sea Grape 95 ea $ 7.00 $ 665.00
14 Dwarf V ar. Schefflera l95 ea $ 7.00 $ 1,365.00
Shrub Total $ 7,045.00 $ -
15 Evergreen Giant Lirope 935 ea $ 4.00 $ 3,740.00
Ground Cover Total $ 3,740.00 $ -
16 Muhly Grass 5,770 ea $ 2.00 $ 11,540.00
17 Faxahatchee Grass 520 ea $ 4.00 $ 2,080.00
18 Sand Cordgrass 5,560 ea $ 2.00 $ 11,120.00
19 Seashore Dropgrass 3,195 ea $ 2.00 $ 6,390.00
Grass Total $ 31,130.00 $ -
20 Mulch -Melaluca 1,232 cy $ 28.00 $ 34,496.00
Mulch Total $ 34,496.00 $ -
21 Spike Rush 520 ea $ 3.50 $ 1,820.00
22 Soft Rush 890 ea $ 3.50 $ 3,115.00
Aquatic Total $ 4,935.00 $ -
23 Tree Relocate -Average 37 ea $ 586.74 $ 21,709.38
Tree Relocates Total $ 21,709.38 $ -
24 Tree Removal-Average 35 ea s 550.00 $ 19,250.00
Tree Removal Total $ 19,250.00 $ -
Total $ 138,905.38
9 A L d . an scape-Amemhes
, Item . :~,,,,>J:,,;:: ··•:•Description ··:• .. .
' ·.·: ':.'' .. •i: :QuantitYi.:•.·· '· :':· .. •'· u'··t Price, 2' .· <i(.< Tt)tal 'li:L /· · .. .. ..... m .· ..
1 Cabbage Palms 12 ea $ 250.00 $ 3,000.00
Tree Total $ 3,000.00 $ -
2 Coontie 80 ea $ 10.00 $ 800.00
3 Fire bush 90 ea $ 8.00 $ 720.00
4 Red Tip CocopllllD 300 ea $ 7.00 $ 2,100.00
5 Blue Plumbago 55 ea $ 8.00 $ 440.00
6 Horizontal Cocoplum 230 ea $ 14.00 $ 3,220.00
Shrub Total $ 7,280.00 $ -
7 Blueberry Flax Lily 65 ea $ 4.00 $ 260.00
Ground Cover Total $ 260.00 $ -
8 MuhlyGrass 60 ea $ 2.00 $ 120.00
9 Faxahatchee Grass 50 ea $ 4.00 $ 200.00
10 Sand Cordgrass 25 ea $ 2.00 $ 50.00
Grass Total $ 370.00 $ -
11 Mulch -Melaluca 80 cy $ 28.00 $ 2,240.00
Mulch Total $ 2,240.00 $ -
12 Tree Relocate 13 ea $ 400.00 $ 5,200.00
Tree Relocates Total $ 5,200.00 $ -
Total $ 18,350.00
10. Amenities
QGS Development, Inc. Page 5 of7 October 2, 2013
722
··Item: i .. t~; .·,::!;;: ·. ,,c;::JDescrlption••····' .. ··:'·!: . ·A··>•·' • ·-····.• QuantitY ~, .. I
H'c ?~-::'."tuuit:Pricei· if .•;,_::,• .. ··, r.fotali:fl:l·.:··· .. ::~:~~' ;, :<:••·. ''"•·L. . .. .· ~., ___ ;;_,--~·
l Tot Lot w/shade, benches, Etc
Play Ground Eqpt and Related Work 1 Is $ 205,362.50 $ 205,362.50
I Ox I 0 Shade System 2 ea $ 5,018.27 s 10,036.54
2lx28 Shade System l ea $ 12,132.18 $ 12,132.18
36x50 Shade System 1 ea $ 26,498.36 $ 26,498.36
Handicap Picnic Table 1 ea $ 1,859.20 $ 1,859.20
Picnic Table 1 ea $ 1,733.07 $ 1,733.07
Trash Receptacle [ ea $ 1,858.46 $ 1,858.46
Park Benches 5 ea $ 1,676.57 $ 8,382.85
Concrete area for entry/picnic area 500 sf $ 4.91 $ 2,455.00
Aluminum Fence and Gate 309 If $ 42.05 $ 12,993.45
2 Splash Pad w/shade, benches, Etc
Splash Pad and Eguipment I ls $ 364,580.00 $ 364,580.00
10x20 Shade System 2 ea $ 8,523.86 $ 17,047.72
Trash Receptacle 2 ea $ 1,858.46 $ 3,716.92
Park Benches 5 ea $ 1,676.57 $ 8,382.85
Aluminum Fence and Gate 231 If $ 43.73 $ 10,101.63
$ -
3 Restroom/Pump Room 1 ls $ 241,646.50 s 241,646.50
4 Starters Shed 1 ls $ 43,327.27 $ 43,327.27
5 Electrical $ -
Street light relocation (2) 1 ls $ 18,900.00 $ 18,900.00
Site Electrical 1 ls $ 99,502.00 $ 99,502.00
6 Tennis Courts 1 Is $ 145)751.76 $ 145,751.76
Total $ 1,236,268.26
SUMMARY
QGS Development, Inc. Page 6 of7 October 2, 20IJ
723
l. General Conditions $ 246,808.56
2. Site Work/Demo $ 41~282.72
3. Potable Water $ 83,136.91
4. Sanitary Sewer $ 84,541.91
5. Streets $ 152,897.26
6. Earthwork $ 73,076.37
7. Drainage $ 437,114.74
s. Golf Course $ 1,237,184.71
9. Landscape-Golf Course $ 138,905.38
9.A Landscape -Amenities s 18,350.00
10. Amenities $ 1,236,268.26
Project Total $ 3,749,566.82
11. CM Fee@ 9.00°/o $ 337,461.01
12. Allowance for Permit $ 100,000.00
13. Bond & Insurance @1.00% $ 40,870.00
Subtotal with Fee, Bond, and Insurance $ 4,227,897.83
14. Owner's Contingency @ 5.00% $ 211,394.89
Estimate Grand Total $ 4,439,292. 72
Deductive Alternates
15. Starter Shack $ 47,660.00
16. Pipe/Structure from Prairie Avenue
(PWD. Req.) $ 100,148.60
PROPOSAL CLARIFICATIONS
1. ftems not included: permanent signs, golf course accessories and set up
Clarifications:
1. This proposal is based on the existing TOPO on the plans being accurate within+/-0.2 feet at any given location. TOPO
verification may be required prior to final contract.
2. No 12" excavate and mix added to landscape areas of golf
3. Splash Pad Equipment-Rain Drop
4. SPECIAL NOTE: Perimeter White Decking is quoted with Original Mortex Kool Deck. If Tuff Coat is required, ADD
$3,600.00
QGS Development, Inc. Page 7 of7 October 2, 2013
724
EXHIBIT B
GMP AMENDMENT No.1
GUARANTEED MAXIMUM PRICE (GMP) AMENDMENT N0.1 TO THE AGREEMENT FOR PRE-
.CONSTRUCTION SERVICES BETWEEN THE CITY OF MIAMI BEACH, FLORIDA, AND QGS
DEVELPOMENT, INC., FOR CONSTRUCTION MANAGER AT RISK SERVICES PURSUANT TO
RESOLUTION NO. 2011-27791 ENTITLED 11 CONSTRUCTION MANAGEMENT AT RISK PRE-
CONSTRUCTION SERVICES FOR THE PAR 3 GOLF COURSE RENOVATION PROJECT.
THIS GMP AMENDMENT N0.1, made and entered into as of this __ day of. _____ . ("GMP
Amendment No 1") amends that certain Agreement between Owner, the CITY OF MIAMI BEACH, FLORIDA
(also, City) and Construction Manager, QGS DEVELPOMENT, Inc., (hereinafter Construction Manager or CM),
made as of the day of , for the following described Project:
Par 3 Golf Course
2500 Pinetree Drive
Miami Beach, FL, 33139
WHEREAS, the Owner and the CM have agreed to amend the Agreement in the manner set forth herein.
NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, in the
Agreement and the other Contract Documents and for such other good and valuable consideration, the receipt
and sufficiency of which is hereby acknowledged. the Owner and the CM do hereby agree as follows:
1. This GMP Amendment No. 1 is executed in connection with, and is deemed to be part of the
Agreement and the Contract Documents. Wherever the terms of this GMP Amendment No. 1 and the terms of
the Contract Documents are in conflict, the terms of this GMP Amendment No. 1 shall govern and control. The
terms used herein, unless otherwise defined in this GMP Amendment No. 1 shall have the meanings ascribed to
them in the Contract Documents.
2. The following are hereby incorporated into the Contract Documents and made part thereof:
a. The construction documents listed on Attachment I, GMP Amendment No.1, attached
hereto, which are made a part of the Contract Documents by this reference (the
"Construction Documents"); and
b. The specifications listed on Attachment II, GMP Amendment No.1, attached hereto,
which specifications are made a part of the Contract Documents by this reference (the
"Specifications"/; and
c. Those documents listed on Attachment Ill, Additional Contract Documents. refer to the
executed pre-construction services agreement, attached hereto, are made a part of the
Contract Documents by this reference; and
d Those documents listed on Attachment IV, GMP Amendment No.1, GMP Book
725
inclusive of CM's Proposal, Qualifications and Assumptions attached hereto, are made a
part of the Contract Dacurvents by this reference; and
e. Those documents listed on Attachment V, GMP Amendment No.1, the CM's Salary and
Wage Schedule attached hereto, are made part of the contract Documents by this
reference; and
f. The Scope of the Work for the Par 3 Project, contemplated in this GMP Amendment
No.1, and as described in Attachment I, GMP Amendment No.1, is hereby
incorporated into the Work; and
g. The Project Schedule wfll be provided for this Project and is set forth on Attachment Vl-
GMP Amendment No.1, attached hereto, are made a part hereof by this reference; and
h. The CM's Onsite Management and Supervisory Personnel for this Project shall be set
forth herein, and incorporate.d as Attachment VII to this Agreement.
i. The date of Commencement for the construction of the Par 3 project in this GMP
Amendment No.1, shall commence upon the issuance of Notice To Proceed (NTP} # 2,
by the parties hereto (the "Date of Commencement").
j. The CM shall achieve Substantial Completion of the Work for the Par 3 project as
contemplated in this GMP Amendment No.1, no later than 243 calendar days from the
issuance of NTP # 2, the Date of Commencement (the "Contract Time''), and Final
Completion, not later than thirty (30) calendar days from the date of Substantial
Completion. Failure to meet either the Substantial Completion or Final Completion dates
shall be a material breach of this Agreement and liquidated damages will be assessed
thereinafter.
k. Upon failure of the CM to substantially complete the Work contemplated in this GMP
Amendment No.1, within the specified period of time, plus any approved time
extensions, CM shall pay to the City the sum of S1 ,000 for each calendar day after the
time specified in subsection 2U) of this Amendment.
L The Guaranteed Maximum Price (GMP) for the Scope of Work contemplated in this GMP
Amendment No.1, for the Par 3 project, is hereby guaranteed by the CM not to exceed
the sum of $4,227,898. (GMP Amendment No.1), based upon the entire Scope of the
Work as described in the Contract Documents, as amended herein, and including, but not
limited to, the Construction Documents and the Specifications, subject only to additions
and deductions by Contract Amendment(s) or Construction Change Directive, as
provided in the Contract Documents. The GMP for GMP Amendment No.1 is more
particularly itemized in the Schedule of Values prepared in accordance with the terms of
the Agreement, which Schedule of Values is attached hereto as Attachment VIII-GMP
Amendment No.1, and made a part of the Contract Documents by th1s reference
Included in the Schedule of Values and specifically identified herein, the Owners'
2
726
Contingency as defined in Article 1.19 of the Pre-Construction Services Agreement is in
the amount of $211,395.
m. Should the CM realize any savings from the negotiated Schedule of Values, incorporated
as Attachment VIII, the City shall receive 75% of said savings with no line item integrity.
The City reserves the right to audit any and all contract related documents at any time
during the Project and at the end of the Project.
n. The CM shall provide Commercial General Liability Insurance, Automobile Liability
Insurance, Worker's Compensation Insurance, and Builder's Risk Insurance, in
compliance with the provisions of Article II, Insurance and Bonds of the General
Conditions of the Contract for Construction.
o The CM shall provide the Public Construction Payment Bond and the Public Construction
Performance and Guarantee Bond, in compliance with the provisions of Article II,
Insurance and Bonds of the General Conditions of the Contract for Construction.
p. By executing this GMP Amendment No.1, the CM acknowledges that it has ascertained
and verified all existing underground utilities and has coordinated all correct locations for
points of connection for all utilities, if any, required for this Project and has identified all
clarifications and qualifications for this Project, if any. Utility Locations shall be identified
by the CM and all existing utility connections will be capped as needed, as noted in the
Qualification and Assumptions Statement.
q. To the extent that the Owner has authorized the CM, in writing, to perform the Work
contemplated in this GMP Amendment No.1, for this Project with the CM's own forces,
the salary and wage schedule for the CM's personnel performing such portion of the
Work, agreed upon by the City and the CM, shall be as set forth on Attachment V-GMP
Amendment No.1, attached hereto, and is made a part of the Contract Documents by
this reference. The CM warrants and represents that the salary and wage schedule
includes the comparable market rates (including any and all benefits, contributions and
insurance) charged by the CM for comparable contracts to other business and individuals
for similar services, and that such rates are not higher than the standard paid for this
Project (Par 3).
r. Except as expressly provided herein above all of the terms, conditions, covenants,
agreements and understandings contained in the Pre-Construction Contract Documents
(and as may have been amended pursuant to GMP Amendment No.1), shall remain
unchanged and in full force and effect, and the same hereby expressly ratified and
confirmed by the City and CM.
s. This GMP Amendment No.1 may be executed in several counterparts. each of which
shall be deemed an original but all of which shall constitute one and the same instrument
3
727
IN WITNESS WHEREOF, the parties have set their hands and seals the day and year first above written.
ATTEST:
Rafael Granado, City Clerk
ATTEST:
By:
Jacqui Gardner
Contract Administrator
THE CITY OF MIAMI BEACH
Philip Levine, Mayor
CONSTRUCTION MANAGER/
QGS Development , Inc.
17502 County Road 672,
(P.O. Drawer 108 Lithia, FL 33547)
Lithia, Fl 33547
Jim Armstrong, Assistant Vice President
Florida Contractor License: CGC 1512412
By:
Jim Armstrong
Assistant Vice President
APPROVED AS TO
FORM & LANGUAGE
FOR ECUTION
728
4
ATTACHMENT I
ATTACHMENT II
ATTACHMENT Ill
ATTACHMENT IV
ATIACHMENTV
ATTACHMENT VI
ATTACHMENT VII
ATTACHMENT VIII
Par 3 Golf Course
2500 Pinetree Drive
Miami Beach, FL. 33139
GMPAMENDMENT N0.1
CONTRACT DOCUMENTS: THE CONSTRUCTION DOCUMENTS-Plans
DATED 08/7/2013-Par 3(McCumber) and 9/3/2013 Par 3 Amenities(KobiKarp)
CONTRACT DOCUMENTS: THE SPECIFICATIONS
Par 3 Golf Course I Par 3 Amenities
CONTRACT DOCUMENTS:
EXECUTED PRE-CONSTRUCTION SERVICES AGREEMENT DATED MARCH 20,
2012 (INCLUSIVE OF GENERAL CONDITIONS DATED MARCH 2011).
CONTRACT DOCUMENTS:
GMP PACKAGE
CONTRACT DOCUMENTS:
CONSTRUCTION MANAGER'S SALARY AND WAGE SCHEDULE
CONTRACT DOCUMENTS:
PROJECT SCHEDULE (TO BE SUBMITTED FOR APPROVAL UPON ISSUANCE OF
NOTICE TO PROCEED NO. 1)
CONTRACT DOCUMENTS:
ONSITE SITE MANAGEMENT AND SUPERVISORY PERSONNEL
CONTRACT DOCUMENTS:
SCHEDULE OF VALUES
729
5
EXHIBIT C
CONSTRUCTION MANAGEMENT SERVICES, INC.
10 Fairv.<.~y Driw • Suite :)01 • D{'t>rfi~;>ld BPa<h. Honda ;~1+Jl • 9:3-J--t.'{J-1611 • FA.'\ 95-4-127-:31--l-2
MIAMI BEACH
CAPITAL IMPROVEMENTS
CITY OF MIAMI BEACH
PAR 3 GOLF COURSE
100°/o SUBMITTAL
COST ESTIMATE
October 1, 2013
PREPARED FOR:
CITY OF MIAMI BEACH
PREPARED BY:
CMS-CONSTRUCTION MANAGEMENT SERVICES, INC.
CMS FILE # 2126
Quantity Surveyors • Construction Managers
730
::-...;-·
-·-r~-..~-, . -~--{
CMS-Ccnstructlcm Management Services, Inc.
10 Fairway Ori>te, Suite 301
Oeeriltttd Baach, Fl33441
9~81-1&11
CMS FILE# 2126
MIAMI BEACH
CAPITAL IMPROVEMENTS
CITY OF MIAMI BEACH
PAR 3 GOlf COURSE
100% SUBMIIT AL
COST ESTIMATE
October 1, 2013
PREPARED fOR:
CITY OF MIAMI BEACH
MAIN SUMMARY
DIVISION i DESCRIPTION I AMOUNT %of TOTAL
f----! -.. ·---···-" . . _____ J_ .......
__ Q.1Q9L~§j::NERf:\.!:..t::ONDITIONS ! $ 519,622.00 ............ g~4%
~-.~~:~---.~.~·~~~~~·!·~.~0~~:-~· .. ·~~ ·~::~~~:_=··-=ri·~:::_ -~~·5:~::~~~~-j-· --. -3~:~!~-
04000 ! MASONR'( ___ ·-~ .......... _ .•.• ~---r~-----._1_~,903.53 ~ .. . ... 9dlli
05000 'METALS S 2,920.00 • 0.07% -ooooo --iWaori'ANoPLAsrlcs -$·-· 3ao.oo i a.o.t%
b~~~r=·Fo~~~~A~~~~~~~~{fillJ~.~li()N -~i~}-~ ........ -~~·:~---·· -~~-~-~~
o9ooo. ~INISH'E8--~ ~~ ·-~-----~~~-1 s~-~·-~ .. 28~99:.92 ! ... o.e7%
1 0000 ,:r:S::_P.=E::-.C,._IA,L,_,_T,I E,Sc.c/_,S"-'IG::c.cN:::.A.:.::G~E=-----.... ·~-~-·-~ ·~--+~~$:__.._ 7,353.0_()_~ 0.17%
--~-0 [s_gytPMENT (N/A) __________ .J_ _
_ 1.?,QOQ iEYBNJSHINGS (NI~L ·-··--;.s __ ........ ____ ---~--···--·0.00%
_ J~.QQO iSP§CIAL CONSTRUCI!Qt::L .....•• _ •. . i .L ... _2.9{)"()()~, .. .Q,__OO%
l4QQO _1CONVEYING SYSJ_E..M?<N~~L '$. __ .. __ ------~-~----· ...... o.OO%
... ?~QOO ;pt,~M!:l!~~---···· ... -~----··~-J.!.. . .... §9&?b40 ·~-------:!_.43%
23000 tH_V_Ag __ ·~-.. _ --·--~_1 .. $$~ .· ..... 1..827~_t;l_j __ ~--.!),.1J~
260()0 {ggQ!_RlCAL 1$ . . lQ().§lQ~~-~ ·---.. .. 2,_37%
31000 'EARTHWORK__________ ~~--;_.::!'S: .. _ -----·--.••..... ---0.00%
32000 • EXTERIOR IMPROVEMENTS
33000 UTILITIES
3.00%
5.00%
:sUBTOTAL
IG:~~-~~~~~~o--··
t~t,LE!_TOT A'=-._
,G.C. PROFIT
_§l,l!~IQTAL ... ~-··-..... ~ ..
1.29% BOND
TOTAL PROBABLE CONSTRUCTION COST
Is
' !$
1.081,.187 .. 11 ... ". •··
325,435.33
25.60%
7.66%
······-·~-i . 3.840, O?j. 70_L-~---90.43%
2.71% 115.202.24!
I s 3,sss,276.94 : '····-~ -~---¥"~·~--+·.
' s 237,316.62 I
s 54,084.46
$ 4,246 678.02
731
..... ··-·· §!3Jj%
5.59%
•...... ~B 73~/o
1.27%
100.00%
Page 1 en
OMS ION DESCRIPTION
CMS-ConstructioA Management Servk:es, In~.
11) Fairway Drive, Sulta 301
Dee-rl!ekl B&a.ch, Fl ~3441
9~81-Hi11
CMS FILE 1t 2126
MIAMI BEACH
CA!'ITAL ll\IPROVEMENTS
CITY OF MIAMI BEACH
PAR l GOLF COU~SE
100'11. SUBMmAL
COST ESTIMATE
04tQbe1' , • 2013
PREPARED FOF!:
<:tTY OF MIAMI BEACH
SCHa)ULE OF VALUES
SITE RESTROOM/PUMP ROOM
AMOUNT %of TOTAL AMOUNT %otTOTAL
STARTER SHACK
AMOUNT ~of TOTAL
plQQL. ~E1'is~1. CO@IJIONS __ _ 47a,395.65 . -~1~~~ -~~,715.0L _ .. _ 12.24% .1121..1~~ __ 12.24%
__ Q.~9.Qil__ .§JT.SWQ~LR"l!!QLITIQI'L __ --·~ _ _M-!9.'1:..11~!?.. ___ 39.,1J.~ .• ll.O.Q ____ O.OO'l'!! ____ ..MQ..f---Q.OO%
030\J.SL CONC~I§ ................... ----------..•. ______ QJlQ .. Jl .. OQ.'r! ...... MJi1f95 .. _1\1,~}% . __ !!,823.04 f.--. •. ........1§S'l';>
_ 040~~ ~SONR'( ._Q_OO 000% 13535.53 _______ 4.77'>'o. _;p6B.Ql1 __ .. ~~·-2
p.Q.O.Q. _ M.U~\-.S ____ .. -----__ ·--··· _QQQ. __ Q.,l;I_Q~ .. l,~6Q.,OO ....... 051% _ .t.iSO . .QJ! -----· 2.74'jlo
Q§Q<JQ _ WOOD AN):!£1!<3J[f;§___ 0 CO 0.00% OJl_Q _____ O_QQ.''>!. ---~---;!~CO ___ 0.58%
_Q!.Q9() ... I!::!S.~!l6LJ.M9l~J11.BI;.PRQTEQI!9lL ____ . o,_9Q __Q,QQ!-1 ---~Q.ii~H~ ...... .fl.95% M1.166 Bl..Q~,..
_0<1000 DOORSAND':'IINDQWS. ___ Q_~Q_ ___ 0 00~ ____ JJ.202Q9_ --~~ ~ __ 1814%
.. O~Q9Q._ f!t@HI;~ . Q.QQ_ --~-0-.Q.~o. .... 1§,~_8J.jl_ 9 1_25'§. 1,619.55 _ .. ~
J!lO_qo _ SPECIALTIES I SIGNAGE _ Q,_OQ. _ _ _0.00% ____ __I 203.00 f---.. ~.?\% ___ 150.00 _____ 0,_~~
11(1qo .. !'O_I.:li,JIP~E_N.I__ _l;),fQ. __ ~ ____ .. _0,@. JL.O~ _ .... ~\Q.Q _____ Jl~11!
""goao FURNIS_H_I!!Q§~-------______ _j)J!Q ~---ll_.Q91! ~-_ILQQ.f-.----__QOO%:-.-~QQ.-.. 0.00%
_ _:13009 _ _§f'ECIALQI)NSTRUCTION _____ _!)j)Q_ ---~. o.oo_ __ 0_._99"4. _1QQ.QQ._ _____ 035~
_J~OOO __ «_Qt:IYQIH9 :5:@TE1.,1S ---·-·--· ··-______ QQO ____ ll_,QQo/o _ _LQQ -· -~.00% O()Q ___ .. D.gq~
22000 __ P.h.b!M!ill!G__ . _________ 3~60 00 ____ .....!Ulli 26.552.40 ..... J.9,QI~ ___ 230.0.Q_ __ . 0.43%
~--~--~ --· -·--____ Q.OO _,, ... ,QJ!9'! .. 22869Q_ •... QJ31% ],_§~-----4.77%
-~Eill9Q ELECTRif_~---______ _ _ __ Ihlt!~1.~-. .1~ _ 24,09~_?. ______ 3.49% 4659.99 8 76'!1>
_UQQ9 l;AR,THWOR!<: --·----·-----i!o99 _(),OQ',> O_,_O_Q .• __ O.Jl.Q1! O.QO_ --~~
32000 Ej(TEJI;IQ...RIW"RQY§..i\,t_~~:r_$__ _ ___ .. .!.Q.Il?.J!cl!11 __ gr,~j';!. ... __ l]jl_Q _ .!L00%1----..... 9~QO 9~
r---!1~0()() UlJI,fiig_S_ ... ------~S.4JS33 &.32% 0,00 .9J!9~----000 ___ 000%
t---
300%
SUBTOT~f,..
G.C OVERHEAD
----. .. . . . --3.1}~5,406.~
100,062.20
.Ji.C._4:>'!i! ~ 2_5_M4!1.5Q ...... ~.!Jc43%1---4~>11_~.§7 9.~
.~U~TOTf:lt,
6 00% G. C. PROFIT
~f;!J.Qie4..... . . -·-· .
1,29% BONO
TOTAL PR06ABLE CONSTRUCTION COST
2.71% 7.69&.45 2.71% 1,443.59 271%
• 3,64j.@~_<!1__ --~c1£~ . 21!4,244Jl$
2l!.4&1UJ 5.59% 15.854.70
. 3)!~-~/!§!S-~1'. ____ gJ,?.,H'!!>: 1--.!!.Ml&ll.M!ii.
49.793.44 1 27% 3,613.29
$3,909,750.41 100.00% 52113,712.94
732
93.14..~-4~,?_6~-~ ---. 93.14%
5.59%
98.7_3"(.
1.27%
100.00%
2.973.79
~2,~~'M.. _,_.JI/E3%
677.73 1.27%
$53,214.87 100.011%
#;
--------·· ··-·----
CMS--Construdion Management Services, Inc.
10 Fairway Drive, Suite 301
Deerfield Beach, Fl 33441
954-481-1611
CMS FILE# 2126
MIAMI BEACH
CAPITAL iMPROVEMENTS
CITY OF MIAMI BEACH
PAR 3 GOLF COURSE
100% SUBMITTAL
COST ESTIMATE
October 1, 2013
PREPARED FOR:
CITY OF MIAMI BEACH
QUAliFICATIONS
ITEM
····--1 ---------~·-··-···-·· ··------.. . .. ------------
.. L.'THIS COST ESTIMATE IS BASED ON_A STANDARD OPE~:~JO.J'.R.qf:_!:~~· .. ---·----·------
~-'Gig_~B_A_!.._f:ONDITIONS IS SASED ON A ~-MONTH CONTR~CT.... .. .. .. ____ _
3 jTHIS ESTIMATE IS BASED ON CITY OF MIAMI BEACH CAPITAL IMPROVEMENTS PLANS
]A_NQ ~PE.~If!C~IIO.f!I?Al]:Q 812812Q!_3__._ ... __ -------------.. __ . . ·-::-
4 ; Due to the present volatile nature of the construction market, construction material
:cost could change substantially p_rior to construction. __ ~-____________ ..
. s_L~!Igwa_r:~ce for Permits of $100,000.00 is induged in Gene~<JLQ.o_nditions.
-~--~Impact. f.~es e:r_o!l1~rt,~!J~1y c;Jfllp3f1J'~.<Jtg~s:!'r;o 1'19T included. ·····-------·
7 _l~u.m1sh1119~ a'!9.~~Y.iPmentJs NOT included (ex~Q.t_~s nqt;o_cl),__ _ _____________ _
8 !Asbestos abatement/ remoY<llls NOT included. -·r ---····-········--·-. --------------·-·-----· ·-----------~-------·-----------------------------..
. -~--.. ~'!Q__f>!li.ll! ab~temen1_[ r_~r1}9~al is NOT include~~ ___ _ _ _ ___ ---··· . . ----~~
10 I Petroleum or contaminate abatement I removal is NOT included. -~~d§<?<:H~~sl!;r;_;~;~~:~r-~~QT~~~~~:-· ---~~::·:·---~--~~~:=-~-··---~---.. =~=-==------=-
11 ;Qff.:~itE!~to(89.E?J~ NOI_ir1clu~~~-_ . _ -~ ---·-----_ ... _ _ _________ _
~}Jjg!J!. shift I overtime work is NOT_ included. __
15 _ C~_tsal!! ba~_l:l_on work bei!1.9 p_!!rfO_!Il1_eddU!!ng r12rmaLb2urs. ___ ----·
_..!§_}'~!>tingls NQI included.···------··------__
·--------
------··-----
J~~pact fees .9!..9J~}~!':J~Iity CO!T.lPa~y c!:J~g_e~. ~-~.Ql inC!':J.~ed. __ . ... . .. ··--
18 'Signalization is NOT included. _ ___ __ _ __ .
. :ti_concrete slab over water JTl<lin per not~~ on PD·03_~_nQ! Lncluq~A .. (~-~D~ity unknovvn). __
20 No fire_alar__m, securityfintrusion detecti9n §~~~m~;;~rE!inclu~~:!_c!. (none ~ownL__ _
_ 21 -~o lightning prot~igr\ ~Y§~ITL~~ i_n_~1_1ded. (none sho.vn)
. 22 iF?Lo m~ter_?,ncl__w..£11~~ meter are not includ_ed,_ ..
I
733
GENERAL CONDITIONS
734
GENERAl CONDITIONS CMS-CONSTRUCTION MANAGEMENT SER\IICES,INC. Cnnfidential
CMS-Constructlon Manage~nt Services, Inc.
# Description
10 Faif!Nay Drive, Su~te 3<11
Deerfield Beach, Fl J344t
954-481-1611
CMS FILE tJ 2126
MIAMI BEACH
CAPITAL IMPROVEMENTS
CITY OF MIAMI BEACH
PAR 3 GOLF COURSE
10(}% SUBMITTAL
COST ESTIMATE
Octo bed, 2013
GENERAL CONDITIONS
-----------.. . ..... --~-····-----------~--· ·-· ··-~·-·-.. ·---··-·-·-···-···
l'ilobilization -----------·-_1 __ iCoonect to Existing Power Service (FPL Connection) _____ ..
_ _2 Temporary Meters_ConQ_~!_IQ_Existingf'owerSeNi~ -~
~ iTemporaryWater Met(l!S & Connect to Exi~tirl_g §§lrvicEl ___ l _
_4 • Mobi!e_Q_ff_i<:e.Jf!!Obi~~~ion /sf~1!1P.Q~i~ti9r1l _
-·-···-'SUB:!q_T:c:..Al=---
-----· M_ll_!erials & Eq\Mpment
. 1 ~il.!?.ti~~_§_g~mel}tl(!!fli!Jilcob} ____ ....... ___ _ _
2 'Miscellaneous; True."<;. Crane. Uft. Backhoe-Rental 'Sus-TOTAL··· ------~-~---·¥-~-----------
... ~
$
Prepared by Gary Weinstein 101812013
735
j
I
-----. --'---j
· -2oo.oo :
~~Q,Q~lr=-= .. -----·-r-·· ..
5,000.00
Page1
r---····---
$2.500.00; --~=;~~ s2.5oq.o.Q
l
----~1 ·.:.~_------~~-=
_S3.1.7_5_:9_Q.l
~f9.46~-~9'
52.600,00 -~-----·--
$35,188.99
·-~ -~·~· _. .• '''"~~'f'""----... -· . ' •.• -·
. _?_18QO.QQ_ ------
?~..J~_Q,QQ, -. -..
' $4,050.00
. ~~._990.00". . .
$20,12500
-.. !~~125:0Q.
Page 1 ol2
GENERAL CONDITIONS CMS-CONSTRUCTION MANAGEliiENT SERVICES, INC. Confidential
CMS-Construction Management Sef'Vices, Inc.
10 Fairway Orire, StAte 30:1
Oe<!rfield Beach, A 33441
95-4-48 t -1611
CMS FILE# 2126
MIAMI BEACH
CAPITAL IMPROVEMENTS
ClTY OF MIAMI BEACH
PAR 3 GOLF COURSE
100% SUBMITTAL
COST ESTIMATE
October 1, 2013
GENERAL CONDITI-ONS
Page2
# Description ! Quantity I Unit Cost I Unit TOTAL COST I Sub·Total
·····-··--------~--~~
Construction Cleaning
~,:11Final Clean~p-, ... __
~ ~itg Cleaning -~ ..
~ ...il~.!!l.(lii_~IIJu,'!l~t;!IS
;SUB-TOTAL
TOTAL GENERAL CONDITIONS
.
~--~, ' " ~-~ •• .,n----~
:::=========== '========;
~_7, QQ _L(lac:fs $20.3sii:oo
=~:::::..=======
Prepared by Gary W!l'inst&in 101812013 Page 2 af 2
736
SITE
737
DIVISION I , I
01 010~0
CMS-Construction Management Services, Inc.
'tO Fairway Drive, Suite 301
Deerfield Beach, fl 33441
954-481-1611
CMS FILE# 2126
MIAMI BEACH
CAPITAL IMPROVEMENTS
CITY OF MIAMI BEACH
PAR 3 GOLF COURSE
100% SUBMITIAL
COST ESTIMATE
October 1, 2013
PREPARED FOR;
CITY OF MIAMI BEACH
SITE
D~SCRlPTION I QUANTITY I UNIT I SIUNIT I
I ! I I
GENERAL CONOITIONS Ts
1----~---o,-,1-=-ooo=--~G""EN~E~RA-L-C-0-N-D-IT-10-N·-s-------·-·-.
AMOUNT
478,395.65
02 02000 sr E WORK l s 1,540,713.12
J><!.<1QO. oom _ .-.!!9~J!!...~l9!!. ___ .
--02io2~ . DEMOLITION
.. -------·-·· -· -···.-,-..---------------.. -_____ ... _
... ___ ......... ··-·-----.. -· •. ,:-'S":TRA='W......:B!:!A!::.!LE::OS~--·--·-__ _
TURSIOITY BARRIER
· 2o-·--EA~i · · is,o11 _ ~ s-------~
... ~-.: ~Q. ... _tf , ~7_50-~~--~
Prepared by Gar, Weinslein 1018/2013 Page 1 of 7
738
DIVISION I # I
-----+
!
SITE
DESCRIPTION I QUANTITY I UNIT I SI\JNIT 1
:--~~·._,;·-~·---"""" j ,_,-~,161 ; SF_ , .0.:11 .. S
Prepar~d by Gary Weinstein 1 OJ8120 1 J
739
AMOUNT
1.650.00
1.431.00 ---954aa
Page 2 of7
DIVISION #
1----------------
SITE
DESCRIPTION
, EXTRA LARGE CLUSTER SEA GRAPE 50FT D!A
LC:I\~()PY ·--· _ . _.. . .. _ _ ___ _ __ EA j __ aoo.~ -~
j EXTRA LARGE SEAGRAPE (1 B lNCH SPLIT TRUNK)
40FT DjA CANOPY l EA i 800.00 iS
........ -MO_Y.'1N§!i3EES_orfsl}_¥ 6o~ sA.LL§___ __ ~:: ____ 3 _______ :~CADS ... 2.070'-~Q--~s.
MUI'LE GRASS
BLUE PLUMBAGO
Prepar;;)d by Gary Weinstem 101612013
740
AMOUNT
--· .. _ _I!Q90Q
800,!}0 ···· · q:2io~oQ
3,240.00 -·· ·2a§:oo
2,160.00
Page 3 ot 7
SITE
DIVISION I I DESCRIPTION
····-·r·-------------
220000 PLUMBING
_____________ PJ,_UMSIN_~SIJIL
______ • . -~2_1000 GENERAL CONDIT100S
-... -----------------
260000 ELECTRICAL
.•. ···-··-..•• SITE ELECTRICAL
---····· ~~. ELECTRJCA:-:;-L:;,;G::_=.EN;:;:E"'RA::-:-:-L----
. ELECTRiCAL GENEAAL'COtJDITIQN~
1 TRANSFORMER PAD ______ _
PUll BOX
:DIRECTIONAL-BORE: 2 F?l SU-PPLIED (5")
.CONDUITS
I QUANTITY I UNiT I SJUNIT I AMOUNT
i ·--....... ----·
2
l
------------1
31,960.00
Is 71,815.43 ·-----: --.---~--$--_-_ -_ s::-_ ~5 ... _<_-e . .,..~e'"'_ ·····-········ i l ----------·------
EA zso.aa -s---· _-oo([og
""E:"A" .... -94~-09 s ~5.00
LS 2.5$2.00 s 2.55200
Prepared by Gary Weinstein 1 011!/201 3 Page 4 ot7
741
SITE
OIVISIOHI DESCRIPTION ! QUAHTilY I UNIT I SIUNIT l AMOUNT
------· ----·-.. --'----~--·-----·------.. --__ : -------------'-' --------l
f--------· ------~=----D"P4oOA:~3?.4wtJ:iR--·--·----------·-.. --,--E"A--··s.12soo ~.L -~-3,!25oo_
METERCAN , 1 "E/\---~2."'20"-0''-"0'-"0'---''c-'$'----=2o;:,2~00"'-.0:.:0'-l
..... _ •suii?o~:r --.. -~:_:~=~·::=.=--~~~-:.:.~:-=~ ===~-L __ t_ · ·_·: EA =~· __ !,o!!-'o:.::o"-".o~o----''~$'-1,ooo.oo ___ -------t-----DISCONNECJ 400A 1 j__~ ___ ;M.99:QO $ 3,80000
I ::_--~~~~---=------·_:-_.~~:~::_-~-b~-I~h-------.. ----·-------'----2---~~-~~--:---;s,;j~--fL---~s,~oz.,7_~-s~o
32(100
$:2100
---~---
32790
"'"" --~ ·-.. -·-------·-·-----1 --
EXTERIOR IMPROVEMENTS IS 1,(!87,187.11
I PAVEMENT CURBING & SIDEWALK _____ j :
i10 FT WIDE CONCRETE WALKS -t2Ji! ~-},I =----~50.00 S 63,500.00
1
8FT WIDE CONCRETE WALKS 175 ; LF : ~40!:.:-~00~_-_: !!..S _ .. _ .... _-.,.,·-=;~:oo~0-:;00;!-1
5FfWii5EcoN"cR"E""fE'WALKs· --j 555---tF-T" 26.sa _!__ __ __ ___!_1_~_!:,5_9_
16 FT WIDE JOGGING TRAIL(ASPHALT PA VlNG :1.----r ------... --;--·----r----.-
TYPES) 2.006 LF 4.80 _,$"------"-'9,"'63:.:::8:..;..40=-.1
12"COMPACTEifSUBBAS-E - -----29.-423 SF-: -OA9 --$ 1-4.417.27
~~~67_(,1~~R.q(;K¥5t-~--.. - . ----------,-~=--:.:-:J6T23·----§E-~:~.=J&3_~u-·L._ 11,224.69
~ILIENT SAFETY SURFACING
. POURED 4" VITRITURF WEARING COURSE AT TOT
.LOT ISEE TOT LOT PLAY EQUIPMENT ESTIMATE!
Prepared by Gary WeinsleTn 10/8/2013
742
() SF O.DO
PaiJe 5 of7
SITE
DIVISION I I DESCRIPTION I QUANTITY! UNIT I SIUNIT -l AMOUNT
POURED VlTRlTURF SASE MAT (SEE TOT LOT PLAY'
CCC---·---·--co _EQUIP_t.IENT ESTIMA!I;L_ --------'~---L--;_;:_if O.CD $
.i
250.000.00
c._
.......... -···------·--c-····--·----·--~---------
--------------~-----------------·-· .. -----··--
~~-=:~~: ··--J~g :~---RAINDROP s?i:ASHPi.[rtNSfA'CCA"iiONBill ___ . 1
.SPLt,$HJ'ADjTOTALAREAWATER2000SQF}'L -·---
WHITE CONCRETE PERIMETER PAVEMENT
----------:uLTRA TUFF ··------·----. ---. ---~-~~~==~-~---~~--~=--
-i SHOWER TOWER 6' 10"' HIGH wrfH''Pv'C-PiPEING-·-; • . ---·-----·-·-----------. ___________ .... ___________ ....,. __________ ....... , ...... -·--·-. -----.... __ _
_______ ___EI~---_, FR'Ai:!1E su~!:Q:~~9s81i!J~~AN0PIEs -~--~--• ~-cs· ·--j~l1~_69--~s--_-js-:71-4.61 .
. .... ·----···.L--1 ··-------------, .. ·-~-----~-~-~ ~-·· ·--·-···
'
33000 UTiliTIES s 325,435 33
33100 ORAlNAGE
··-· --. ------· .DEWATERALLo\t-<IANCE
I-SHT CzOO 'EXF il TRA TION TRENCH. 1 a· 1-!DPE, -4'X w·-----··---·--··· :cATCHBft..Sn•i ·--. . ...
--···-~'"'· ···,4~ADS'HDP·E··
6•"1\oSHDPE------... -........ ··------·-·
~-If ADS HOPE ---:wAns-RDF>e ..
·; 12" ADS HDPE
Prepare<! by Gary Weinst'"in 10/&'2013 Page 5 of7
743
SlTE
DIVISlOitl I DESCRIPTION I QUANTITY I UNIT I $/UNIT I AMOUNT
I I I I !
_____ j
Prer;arad by Gary Weinstein 101812013 Page 7 of7
744
RESTROOM I PUMP ROOM
745
CMS-Constroctlon Management Services, Inc.
10 fairway Drive, Suite 301
Deerfield Beach, Fl33441
954-481-1611
CMS FILE# 2126
MIAMI BEACH
CAPITAL IMPROVEMENTS
CITY OF MIAMI BEACH
PAR 3 GOLF COURSE
11i0% SUBMITTAL
COST ESTIMATE
October1,!!D13
CMS FILE# 2126
RESTROOM J PUMP ROOM (27' X 2S'i
OMSlON I I DESCRIPTION I QUANTITY I UNIT I $/UNIT t AMOUNT
I ! l
01 0100G GENERAL CONDITIONS I s 34,71501
T r-~···~--J .. ---. . ·----···-. ···---f--qlOOO __ GENERAL CONDITIONS --·-------1 ___ .,._ LS; _ _l_M,I1 . .?..Q.! __ ! ... L~·· _ _M.,?J.§.(L!
----t ---------~----~-------------· ---~---I -------·---· l
03 03000 CONCRETE I S 56,648.95
03301
' 03302 ------r
()4 04000 MASONRY t S 13.535.53
05 0500() METALS 1 S 1,460.00
06 osooo WOOO & PlASTICS
'MILLWORK I
. ~~ ~·~·---,...-~~·_....._.,......,..._,,~ .. ~.-·~ ~-------~-·--··"
06220.00100
-=-=.:··:oo22a~~-=---~--~--
. 06220.00106 i .. -~~~--·-··------+~------·~-------
07 07000 THERMAL & MOISTURE PROTECTION I S 50,938.48
Prepared by Gary Weinstein 101812013 Page 1 of 5
746
RESTROOM I PUMP ROOM (27' X: 28')
DIVISION I # I DESCRIPTION I QUANTITY l UNIT I $/UNIT l AMOUNT
I I
_.M_t;TAL COUNTER FLASHING I . 440 LF : 15.00 :J. _ .2,6\lO.OO
__ ------·-··------fTR#201~R#190A_DHESIVEATCUR~: ---~· 440 ___ LF j :_15.00 • -~--6.600.00 -. -·-·-~~~~--t:~~~~==~M~~~-=~ .. :. -~=: ~+ ~ TI_D ___ -;·~·:_1:==_:_. F~~ . ~-: -_1,6=0"~-
j__ :CAULKING ~T EXTERiOR WALLS .. ----f-.. 234 .. _ j_ ·1F~·. !.-......... !.,?9 .... -fj~ ==-=-:~j9250
---------·------·· .. _. __ 1 --··--···--· ··-. I
08 OBOOO DOORS & WINDOWS I S 11 ,202.00
_:·=-=_::~J-~-H§t~~-~~~.~~~~J~eoEo(exr~~--~--:=r_E\~:r.:. -~~-_{1-·· ..... :z<is.qo~
: Q81JQ 10{}Q~L~'::0"1'2':Q: STEEL FRAME\NELDED (EXTER!OR)J ___ 1 __ ~ __ L __ 206.00 _:_s ______ _12.6!Xl_
• 0§1J9:10003~~:Q''_x7'-0" STEELFR!\MEWELDEQLEXTERJOR)i 2 Ef\_; __ 206.00 ___ : S_ __4_!~,QQ.
I _:~_110.10004 iADQSTEELFRAMELABEL--==-·· ~ :::JL ·:· .. EA : 35.00 ~-L-~ __ __llli&_ ~=~:4~}~::~: 1tl?N.5f·-s~zg;;.\~6~':~~:~) i · l-T~-~~-~-;~·-_:_-.:= -~-;~:~.
;___98110.10007 J~::Q:'x 7'-0" _§.TEE:L!MI;L~.RQ9f3...'t!_IIH LOWI;_R __ l_ ___ U~A___L _ _ill_,QQ___u__ .... _B50.00
----~-~·-~ ~ ---~ ! -~~-. L~~----------~ :_.~.-.... J gf,-i;J·~~~~_!tt~~~~~S.~~~3.!,YMlN1U.t!i .. YiiEJoow]".-=-=t:~. _ 3{=·~! ~~ =-n. ~~~~~--~{----~-~!
00500.10000 iAODFORIMPA.CTRESISTANTWlNOOWS----~---15····-rEA""-;·-·ss.oo Is 1,04o~oo
==-=~~ ! 08500.1_9.QQQ ADD FOR IMPACT RESISTANT VEt!!§_. -~--~=~~:::_: _4__ I _ _§t. ., -~~~,?~Q_.J_§ 260.00 ·~ .. . --~ . ~ --__!_ ..... ~.--.. ---·-----.. --....... -~--~-F . -··+ ~-----
----; 08710.10001 'OOOR-FALCONMALOCKSWITH ;;;(oif~ 4·--· ' EA 550.00 iS 2,200.00
.:._·=~lOa71ifi0002-;oooRHARDWARE {E~~L-==-~---:-+. --~ ___ 1_§6-=i-_:_sso.OO -=: S .... =: ...... ?. .• :2..0.!l.l,19_
. . . . . . 08710.1 0003 'ALUMINIUM. TRESHOLD & STOP STRIP ·-· --:-----4-----EA .. :· ... -To1i0'-' s···-··· --· .... -·-aa 00. ---------·---· --~---~-. _T ___ .. __ ----, r----· ---------
---------·-:·--···-·-·
09 09000 FINISHES T S 25,88111
Prepared by GaryWe1m;tein 10/8t2013 Page Zof S
747
RESTROOM I PUMP ROOM (2T X 2:8')
DMSJONI f DESCRIPTION 1 auANTirf 1 uNrT 1 $1\JNIT T AMOUNT
I
1D 1(1000 SPECIALTIES 4o SIGNAGE I$ 7,203.00
+ ---------+-----------------------· ---~' -I------t -----------
12 12000 FURNISHINGS -1 $
r:--~t=~==+--·······-=~~~=·=~ ··-----·t---··· -·· ·:-~---~-. :-==-t--=~~---===
13 130GO SPECIAL CONSTRUCTION -f $ -
220000 PLUMBING
·[ · 221ocia~__lG_~NeRA.I;~--=Q-=o.,..,N"'()I:=n:-:::o"'N~s~---------_-___ ~l------
-+--~1~16 --,!![~!TARy--:--·
i ,3"SS l" ............ --·-··-'"14-ss ---...•. :·· ..
! 12· [iw\fpvc
~Y'VTR .... -
:cLEA"N"ou'r
I ·····-------.-----------·-·-·---y····· _3_9
i 10
~ -+-~-~6
I 4
Prepared by Gary Wa111stein 1018/2013
748
LF
LF
lF
E.A
EA.
.. -Ts-
'"~---'1'-~-~
__ ... ____ ~---····J
28,582.40
Page3or5
DIVISION I #
23000
~--·
260000
--····· 262726
RESTROOM J PUMP ROOM (27' X 28')
I DESCRlf'TION I QUANTITY I UNIT I SJUNIT I AMOUNT
I I
HVAC
ELECTRICAL
-~·~o~ ~--.
'
2
1
1
Prepared by Gary Weinstein 101812013
749
1$ 2,286.00
-~·~·~·---~ I
IS 24,095.12
. .
-EA"-i ·sJ.ioo .~is ·--~-_-s-,o-.oo
··------[
--~~ ·-----I
124.00
9200 1s:s:oo
Page 4 of 5
RESTROOM J PUMP ROOM (27' :X 28')
DIVISION I T DESCRIPTION T QUANTITY I UNIT I $JUNIT I AMOUNT
Prepared by Ga~ Weinstein 10181201 J PageS ol5
750
STARTER SHACK
751
DIVISION! #
01 01000
()3 03000
03301
I-.. __ l__. . 0~02 .. .
04 04000
I
CMS-Construction Management Services, Inc.
10 Fairway Drive, Suite 301
Deerfield Beach, Fl33441
954-481-1611
CMS FILE# 2126
MIAMlSEACH
CAPlTAL IM!'ROVl::MENTS
CITY OF MIAMI BEACH
PAR 3 GOLF COURSE
100% SUBI'IImAL
COST ESTIMATE
October 1, 2013
STARTER SHACK {8' X ll'l
DESCRIPTION I QUANTITY I UNITl$/UNIT
GENERAL CONDITIONS
CONCRETE
'£AST JN PLACE CONCRETE STAR_I_~_g-IAC _ 54
MASONRY
05 05000 METALS
Prepared by Gary Weinstein 1018/2013
752
I AMOUNT
Is 6,511.33
8,823.04
T:s 2,36800
IS 1,460.00
Page 1 of3
STARTER SHACK (S' X 8'l
DIVISION! # I OESCRJPnON I QUANTlTYl UNIT I$1UNIT I AMOUNT
08
10
07900
I I
•SEALANTS 'cADi.:i<iNGATExTERlORWALlS ----·····-\ . -·
t~-·--·-54 ' LF I ····-----,-· --
-···-
'1"'ii s -------·--67 03
---~
08000 DOORS & WINDOWS I S 9,655.00
10000 SPECIAL TIES & SIGNAGE 1 S 150.00
-, __ . -,--------~t-=-~ -------
--., --·-
f 10,0D(f SPECIALITiES--·:::.:::~.--=::::·-~= :·_·::::· ___ --=1 --------'---·-·····-······-·--··-·· ·········-···--········· ······--·--·
7S.Q.QrL~~----~:=1~_&o_ i 10400 IDENTIFYING DEVICES T ~--·--·· _ ~~~~f"FfM"At:E: ~]A-~9lL'\GEt Exi~~ori.. .. __ L~~:-E:A __ L
I
11 11000 EQUIPMENT I$
. -~ -···.-·--· -. ---. l
12 12000 FURNISHINGS Is
Prepar"d by Gary Weinstein 101812013 Paga 2 of 3
753
STARTER SHACK (ll' X B')
DIV1SION! # I DESCRIPTION l QUANTITY I UNIT 1$/UNIT I AMOUNT
j t I
-· -------------~-'
13 13000 SPECIAL CONSTRUCTION I $ 200.00
---·-; ·-·--~----
1
14 14000 CONVEYING SYSTEMS T$
----+ _________ i ___ , ________ _
220000 PLUMBING I $ 230.00
2-lnOO HVAC J $ 2,541.00
260000 ELECTRICAL J $ 4,659.99
·------~-
TliEFix'ruRES -----
iuc4 EMER
-:E~TER LITES (NOT LiSTED)
I
Prepared by Gary Weinstein 101812013
754
Page 3 ol3
I
I
RESOLUTION NO.I 2010-27407
Exhibit D
I :.
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, APPROVIN.G AND AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT
.WITH MCCUMBER GOLF,.INC.; FOR DESIGN, BID AND AWARD, AND
CONSTRUCTION MANAGEMENT SERVICES, IN THE NEGOTIATED LUMP
SUM FEE.OF $294,500, PLUS AN ADDITIONAL NOT~TO-EXCEED AMOUNT.
OF $92,600 FOR APPROVED REIMBURSABLES, FQR THE PAR 3 GOLF
COURSE, PURSUANT TO REQUEST FOR QUALIFICATIONS (RFQ) NO. 07 ..
09/10; WITH FUNDING TO BE APPROPRIATED FROM THE MIDDLE
BEACH QUALITY OF LIFE RESO~T TA..X FUND 161-
. .
WHEREAS, on November 2, 2009, the Procurement Division !ssued RFQ No. 07-
. 09/1 o. for Design Bid and ·Award, and Construction Management Services, in the negotiated
lump sum fee of $294.50Q, plus an additional not to exceed. arriount of $92,600 for approved .
reimbursables for the Par 3 Golf Cour~e; and ·
WH!;REAS, at its February 3, 2010 meeting, the City Commission approved Resolution
. No. 2010-27324, accepting the recommendation of the City Manager pertaining to the ranking of
· proposals pursuant to RFQ No. 07-09/10, and authorizing the Administration to enter into
negotiations with the top-ranked firm of McCumber Golf, Inc.; and should the Administration not
be. able to negotiate with the top-ranked firm, authorizing the Administration to negotiate with the
second-ranked firm. Bates Design Group, Inc.; and should the Administration not be abie to
.negotiate. with the second-ranked firm, authorizing the Administration to negotiate with the third-
ranked firr:n, Signature Design Services, Inc.; and
WHEREAS, ·following negotiations, the City was able to reach an agreement with
McCumber Golf, Inc., in the negotiated· lump sum amount of $294,500; and an additiona'l
amount of $92,600, for approved reimbursables. ,,,.
' .
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION
OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby
approve and autliorize an Agreement with McCumber Golf, Inc. for Design, Bid and Award, and
Construction Management Services, in the r.~egotiated lump sum fee of $294,500, plus ·,an
additional not to exceed amount of $92,600 for approved reimbursables, for the Par 3 Golf
Course Project, with funding to be appropriated from the Middle Beach Quality of Life Resort
Tax Fund 16~.
PASSED AND ADOPTED THJS f{l..
ATTEST:
~t·fw.~
Ro.~rt Parcher, City Clerk
. . ~
DAY OF . JUft<,
755
2010.
Exhibit E
RESOLUTION NO. 2011-27677
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI
BEACH, FLORIDA, PERTAINING TO THE PAR 3 GOLF COURSE PROJECT AND THE
FLAMINGO PARK PROJECT (AND, IN PARTICULAR. THE TENNIS CENTER), AND
RAnFYING PREVIOUSLY APPROVED RESOLUTION NO. 2010..27407, WHICH
APPROVED AND ADOPTED THE RE..OESIGN OF THE PAR 3 GOLF COURSE,
INCLUDING THE CONSTRUCTION OF FOUR (4) HARD SURFACE TENNIS COURTS,
TOT LOT, AND SPLASH PAD, AND RATIFYING PREVIOUSLY APPROVED
RESOLUTION NO. 2009-27190, WHICH APPROVED THE FLAMINGO PARK MASTER
PLAN, OPTION "L", M AMENDED, INCLUDING THE CONSTRUCnON OF
SEVENTEEN (17) HYDRO COURTS AT THE PROPOSED TENNIS CENTER.
WHEREAS, on March 31, 2009, the City held a publicly advertised meeting at Miami Beach
Senior High School where three (3) options for the newly proposed Par 3 Golf Course were presented and
explained in detail; and
WHEREAS, after a thorough explanation of each alternative, the community favored the
"Refurbished Nine (9) Hole Par 3 Golf Course", which would retain a full nine-hole golf course, as it exists
today; and
WHEREAS, following the input and recommendations from residents, including the Bayshore
Homeowners' Association (BHA), at the City Commission meeting of October 14, 2009, the Mayor and
City Commission, authorized the Administration to issue a Request for Qualifications {RFQ) for design, bid
and award, and construction administration services, for the re-design of the Par 3 Golf Course (the Par 3
Golf Course Project}; and
WHEREAS, on June 9, 2010, pursuant to Resolution No. 2010-27407, the City Commission
approved and authorl:zed the Mayor and City Clerk to execute a professional services agreement with
McCumber Golf, Inc. for design, bid and award, and construction management services for the redesign
of the Par 3 Golf Course, Including four (4) hard surface tennis courts, tot lot and splash pad, public
restrooms, a jogging trail around the perimeter of the site, a grove of flowering/fruit trees, as well as lakes
which would act as natural habitat reservoir and as a drainage basin and irrigation system; and
WHEREAS, on March 26, 2011, a public meeting with BHA residents was held at the Miami
Beach Golf Club, and the primary goal of this meeting was to present the community with the final concept
plan for the Par 3 Golf Course Project, which encompassed all the elements that McCumber Golf had
been commissioned to provide in accordance with the approved scope of work; and
WHEREAS, following McCumber's presentation, members of the community expressed concerns
regarding the implementation of a proposed plan with a splash pad and a tot lot, that might attract children
onto the Par 3 fairways; and
WHEREAS, BHA later presented a proposed plan that was indicative of the elements that the
residents would accept as part of the Par 3 Golf Course Project; and
WHEREAS, the BHA plan suggested a similar layout of the Par 3, inclusive of the lakes, jogging
path and four (4) tennis courts, as well as 26 parking spaces along the front of the Hebrew Academy play
area; and
WHEREAS, the proposed BHA plan did not Include the incorporation of a tot lot, splash pad, and
associated restroom facilities; and
WHEREAS, at the May 11, 2011 City Commission meeting, the City Commission was receptive to
756
relocating the four (4) hard surface tennis courts further west, adjacent to Pinetree Drive, as well as
incorporating the tot lot and water splash pad; and
WHEREAS, the City conducted a subsequent analysis of the potential relocation of these
amenities, and concluded that these modifications might be feasible, but not without changes to the
current Project design, as well as the potential of impacting the existing trees; and
WHEREAS, it is anticipated that the increase in the size of the tot lot and splash pad could
potentially increase the Project budget by $250,000; and
WHEREAS, on March 27,2008, Wolfberg Alvarez and Partners (WA) was retained to prepare a
Master Plan for the Flamingo Park Project, including the proposed Tennis Center (the Flamingo Park Project);
and
WHEREAS, the Master Plan Option "L", as approved and amended by the City Commission on
September 9, 2009, pursuant to Resolution No. 2009-27190, recommended the demolition of the ex:isting
Flamingo Park Tennis Center and construction of a new S,OOOSF Tennis Center, with seventeen (17)hydro
courts; and
WHEREAS, during the February 3, 2010, City Commission meeting, Dr. Rosann Sidener, the
principal of Miami Beach High School, as well as a number of parents of Miami Beach High School students. a
representative the Miami Beach High PTA, and residents of the community, spoke and issued a unified
request to include five (5} hard surface courts in the new Flamingo Tennis Center for use by the High School's
tennis team; and
WHEREAS, City staff has, since then, met with Dr. Sidener, who has been receptive to the
inclusion of four (4) hard surface courts at the Par 3 Golf Course instead; and
WHEREAS, the High School's receptivity to the construction of the hard surface courts at the Par 3
Golf Course would allow the City to proceed with the design development phase of the Par 3 Golf Course
Project, and with the construction of the Flamingo Park Tennis Center, as per adopted Flamingo Park Project
Master Plan, and Permit Number 91003093, which includes the construction of the seventeen (17) hydro
courts.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE
CITY OF MIAMI BEACH, FLORIDA that the Mayor and City Commission hereby ratify the previously
approved Resolution No. 2010-27407, which approved and adopted the re-design of the Par 3 Golf Course
Project, including the construction of four ( 4) hard surface tennis courts, tot lot, and splash pad, and ratify the
previously approved Resolution No. 2009-27190, which approved the Flamingo Park Master Plan. Option "L",
as amended, including the construction of seventeen {17) hydro courts at the proposed Tennis Center.
PASSED AND ADOPTED this I Jt day of June. , 2011.
CITY OF MIAMI BEACH:
~~
T:\AGENDA\2011\B-01-11\Fiamingo Park Masterplan RESO.doc
757
Matti Herrera Bower
APPROVED AS TO
FORM & LANGUAGE
& fOA EXECUTION
City of Miami Beach Parks & Recreation Dept.
Par 3 Golf - 5 YEAR PROJECTION
,Golf Operating Expenses
·Golf Course Maintenance Salaries & Benefits
•Maintenance Personnel. Overtime, Taxes/Employee Benefits & Uniforms
Golf Course Maintenance Operaljonal Expenses
Fertilizer, Equipment Lease, Chemicals, Gas & Oil, Supplies. Sod. Soil. Sand,
Top Dressing, Repairs, Roads, Grounds and Landscape, Stationary and Printing,
·Dues & Memberships, etc.
Golf Course Maintenance Professional Services
Lake Management. Security Services, Portable Restroom Rentals. Tree Pruning.
,Etc.
Golf Course Maintenance Internal Servjces
Water. Sewer, Telephone, Storm Water, Electricity and Property Management
Expenses
Pro Shoo Salaries & Benefits
Pro Shop Personnel. Overtime. Taxes/Employee Benefits & Uniforms
Pro Shop Operational Expenses
Marketing & Advertising, Stationery & Printing, Supplies, Repairs & Maintenance
and misc. operating expenses
; Pro Shop Professional Services
Credit Card Costs. Security System, Computer Services (POS/ Reservation
Management)
Pro Shop Internal Servjces
·Telephone, Waste Removal, Water and Sewer, Electricity, Computers/IT
·Services/ Phone System and Property Management Expenses
Bathrooms
Tennis Courts
Playground/Tot Lot
Splash Pad
Exhibit F
FY 14-18
Year1 TOTAL.
95,036, 96,937; 98,875, 100,853 494,571
98,100 100,072; 101,073 500,409
3,600, 3,672 3,709 18,364
58,370' 58,954 294,797
97,900 99,858 101,855 509,476
14,400 14,544: 14,689: 73,454
8,076 8,157[ 8,238 41,196'
~' m
3,ooo: 3,060: 15,303
, ... (
12,600: 12,000 12,000i
~ !
0 500 sao' 500• 26,500
.•..•..• ·<
0 2,000: 2,00Di 8,000
" ~-n " ~ J
3,000 5,000 s.ooo: 23,000
500 2,soo,
Prepared by: Parks & Recreation Dept
1/2/2014
758
RESOLUTION TO BE SUBMITTED
759