HomeMy WebLinkAbout2003-25261 Reso
RESOLUTION NO. 2003-25261
A RESOLUTION OF THE MAYOR AND CITY
COMMMISSION OF THE CITY OF MIAMI BEACH,
FLORIDA, DIRECTING THE ADMINISTRATION
TO FULFILL THE CITY'S REQUIREMENTS,
INCLUDING COMPLIANCE WITH THE HISTORIC
PRESERVATION BOARD PROCEDURES, FOR
THE DEMOLITION OF THE EXISTING FIRE
STATION NO.4 STRUCTURE.
WHEREAS, on March 20, 2002, the Fire Station No.4 site was
designated as a historic structure by the Mayor and City Commission; and
WHEREAS, consequently, the proposed improvements to Fire Station
No. 4 were to be conducted in two (2) distinct phases: Phase 1 consisting
generally of the relocation of the existing structure to a southwesterly position
on the site; and Phase 2 consisting of the design and construction of a new
state-of-the-art, three (3) bay apparatus Fire Station; and
WHEREAS, due to site constraints, the new Fire Station would be built in
the same location as the historic structure scheduled to be relocated; and
WHEREAS, as a result, the relocation ofthe existing structure needed to
be completed before construction of the new Fire Station could start; and
WHEREAS, construction documents for Phase 1 are complete, and the
cost for the relocation of the historic structure is estimated at $929,629; this
amount represents approximately $424,573 over the Phase 1 current budget
for construction; and
WHEREAS, construction documents for Phase 2 are approximately 75%
complete, and the probable construction cost estimated for Phase 2 by
MCHarry and Associates, Inc., the City's consultant, is $1 ,746,277; this amount
represents a current deficit of $311, 187 for Phase 2; and
WHEREAS, the estimated shortfall for both phases combined is at
between $736,187 and $761,187; and
WHEREAS, fixtures, furniture, and equipment (FF&E)forthe Project are
projected to cost approximately $200,000, and this item is unfunded; raising the
overall Project shortfall to up to $961,187; and
WHEREAS, on July 2, 2003, the Mayor and City Commission
discussed at length the status of the Project, and subsequently
unanimously passed a motion expressing consensus reached forthe
demolition of the existing Fire Station NO.4 structure.
NOW, THEREFORE BE IT DULY RESOLVED BY THE
MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI
BEACH, FLORIDA, that the Mayor and City Commission direct the
Administration to fulfill the City's requirements, including compliance
with the Historic Preservation Board procedures, for the demolition of
the existing Fire Station No.4 structure.
PASSED AND ADOPTED this 2nd day of July ,2003.
~'e-~ ~
r CITY CLERK
F:\CAPI\$aIllMAGMIC\GOBONDlFIRE SATION 4 DEMOLITION RESO.doc
APPROVED AS 10
FORM & LANGUAGE
& FOR EXECUTION
4!1tJiflb 2-;J-)-~
C. me~ Date
2
CITY OF MIAMI BEACH
CITY HALL 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FLORIDA 33139
www.miamibeachfl.gov
COMMISSION MEMORANDUM
From:
Mayor David Dermer and
Members of the City Commission
Jorge M. Gonzalez 4
City Manager~~
Date: July 2, 2003
To:
Subject: DISCUSSION REGARDING THE STA REPORT OF THE GENERAL
OBLIGATION BOND FUNDED PROJECT FOR THE REHABILITATION OF
FIRE STATION NO.4.
Previous Status Reports discussed the steps taken by the Administration to obtain
construction permit approval from the City and County regulatory agencies in order to
relocate the historic Fire Station No. 4 building to a southwesterly position on the site
(Phase I), as well as the developments of the design effort for the new Fire Station building
(Phase II). While plans and construction efforts have advanced as anticipated, new
information has been developed that warrants a full City Commission review and
discussion.
Phase I Update
The Job Order Contract (JOC) contractor to whom construction documents were submitted
sent its initial cost proposal on June 18, 2003 (Attachment 1) for relocation of the existing
historic Fire Station NO.4. The contractor proposes to furnish most of the necessary
workmanship, equipment and engineering services for the relocation of the building for the
amount of $664,943.05. This estimate is much higher than the previous projection.
In addition to the costs of relocating the building, as noted below, some level of additional
work will be necessary to structurally shore the building once it is moved. Unfortunately, the
level of work needed cannot be known until the building is fully relocated because this work,
in part, will be needed in order to address existing deficiencies as well as any that occur
incidental to the relocation effort. The complete scope will be identified through a series of
destructive tests, evaluation by the engineer, permitting by the Building Official, and then
work by the contractor. MC Harry and Associates has previously estimated the amount of
this effort to be $125,000,
Additionally, the current cost proposal may be modified when all comments from the
permitting agencies are complete and a new set of revised documents including those
comments are resubmitted to the contractor. There are also additional costs that are not
factored into the number above that must also be considered as the City is likely to incur a
substantial portion, if not all, of them. All costs are outlined in the table below.
Agenda Item
Date
fife
7-;J-tJ3
City Commission Memorandum
July 2, 2003
Fire Station #4 Status Report
Page 2 of 5
1. Building Relocation Costs $
2. Proposed 2% contingency for additional changes required by $
permitting agencies changes or comments
3. Anticipated Structural Repairs (estimate, to be confirmed after $
exploratory tests are performed after building relocation)
4. Special Inspector required by Building Department $
5. 10% Construction Contingency $
6. 4% Professional Fees for The Gordian Group (JOC consulting firm) $
Total Estimated Costs for Relocations $
664,943
13,299
125,000
9,828
80,324
35,775
929,169
Since Phase 1 costs were previously estimated to be $504,596, this presents an additional
shortfall in the range of $425,000 to $450,000.
The difference between the original cost estimate by the Architect and the actual cost of the
Contractor are primarily due to the refinement and development of information and plans at
this point in the process. The added items comprise generally the construction of a
temporary road that would allow the heavy duty moving equipment (with the building) to
transit safely from the building's current location to the specified southwesterly position on
the site. In addition, the water table level in the immediate vicinity of the building would
require the contractor to provide a stabilizing soil base in order to provide a solid
maneuvering platform support for the cranes and jacks used to lift the building. These two
elements were not anticipated in the original cost estimate.
As indicated in previous Project Status Reports, the renovation of the building's interior is
not funded. As a result, it is not included in the current scope of the Project. The current
scope of the Project only relocates the building and provides structural improvements to
stabilize it. The building will not be habitable until further renovations, outside this project,
are completed.
The following analysis is an illustration of the process that will be followed in the event the
City Commission, on July 2, 2003, issues a directive to the Administration to either pursue
additional funding sources to cover the projected deficit or the demolition of the existing
building:
A. Scenario 1: Additional fundinQ is authorized for the Proiect (see Table 1).
On July 2,2003, if additional funding is authorized by the Mayor and City Commission to
cover the projected deficit for the Project, those funds would need to be appropriated by
the City Commission during the meeting of July 30, 2003. Consequently, the Phase 1
timeline for construction would be modified as follows:
. July 30,2003: Presentation of a Resolution to the Mayor and City Commission
for the appropriation of the additional funds.
City Commission Memorandum
July 2, 2003
Fire Station #4 Status Report
Page 3 of 5
. August 2003: Issuance of a Notice to Proceed to the contractor to commence
with the Work.
. December 2003: Anticipated Substantial Completion
. January 2004: Anticipated Project close-out
B. Scenario 2: Additional fundinq is not available for the Proiect.
In the event no additional funding is identified for the Project, the Administration, for
illustration, is offering the following options:
Option 1 (see Table 2): On July 2, 2003, the Mayor and City Commission may direct the
Administration to put the Project on hold until additional funding sources are identified and
further appropriation is made to cover the projected deficit.
If Phase 1 was put on hold, the timeline for Phase 2, consisting of the construction of the
new Fire Station would also be directly affected since the new building is planned to be
constructed in the same location as the historic building.
Option 2 (see Tables 3 and 4): If, on July 2, 2003, the Mayor and City Commission directs
the Administration to pursue the demolition of the existing building, then the project would
need to be presented to the Historic Preservation Board for a recommendation in the HPB
meeting of September 9,2003:
a) The HP Board may revise their initial order to relocate the building and may concur with
the City Commission's decision to demolish the existing Fire Station.
In that event, the impact on the project timeline would be minimal since both phases of
the project would merge and the demolition of the historic Station would be bid as an
integral part of the whole package. The cost for demolition of the entire historic structure
is estimated to be $100,000.
b) On September 9,2003, the HP Board's vote may be contrary to the City Commission's
decision to demolish the building. In that event, the Project would be brought back to
the City Commission on September 10, 2003 or October 15, 2003 for a final decision on
the fate of the building. The cost for demolition of the entire historic structure is
estimated to be $100,000.
If the City Commission decides to override the HP Board's decision, the remaining
project, including demolition, could be issued for bids in Fall 2003, and a Notice to
Proceed could be issued in early 2004.
Phase II Update
Concurrent with the Phase I developments noted above, and as indicated in the Project
Status Report of June 11,2003,75% construction documents were submitted for the City's
review by MC Harry and Associates. This review is ongoing.
City Commission Memorandum
July 2, 2003
Fire Station #4 Status Report
Page 4 of 5
During the months of May and June 2003, a series of meetings with Fire Department
personnel were held to review the construction documents for the new building as well as
telecommunications and Furniture, Fixtures and Equipment (FF&E) issues. The latest of
such meetings was held on June 23, 2003, with Fire Department Senior Staff who
expressed legitimate operational concerns regarding the current design limitations caused
by the Project's budgetary constraints and the space constraints of the site. The areas of
immediate concern are the Kitchen and Dormitory areas.
In order to address the Fire Department's issues, CIP Staff will revisit specific design issues
with MC Harry and Associates, the City's consultant. It must be noted that possible
solutions may include extending the current building footprint to the South and to the West.
Additional services fees for the consultant to do these changes are anticipated. The
addition of more usable space to the Project would also augment the current deficit. If
funding were made available to implement any changes in the design, a schedule
adjustment of sixty (60) to ninety (90) days is anticipated.
It should be noted that this project has been proceeding in an expedited fashion since final
approval from the Historic Preservation Board was achieved in July 2002. Progress on the
project has been focused on completing design and getting into construction as quickly as
possible, with interior space layouts and ergonomic items taking a secondary priority to
speed. At this point in time, the space, while functional, needs to be "tweaked" by the end
user, the Fire Department, in order to ensure their operational concurrence. Although this
may present an additional 60 to 90 days of time to the current project schedule, this is a
normal adjustment, and an appropriate measure, to do this project right.
If modifications are made to the current design, CIP staff estimates bidding of Phase II will
move from the current projection of September/October 2003 to December 2003/January
2004, with a project construction commencement date moving from January 2004 to March
2004.
At this time, Fire Department personnel, assisted by CIP staff, will prepare a comprehensive
list of FF&E that are presently unfunded. At the commencement of the project, a decision
was made to only include building related construction costs in the capital budget. As a
result, there was no allocation made in the capital budget for FF&E. During recent G.O.
Bond Oversight Committee meetings and City Commission meetings, several expressions
of interest have been made by members to include the FF&E amounts in the discussion of
the overall funding for Fire Station NO.4. For Fire Station No.2, an allocation of $165,000
was set aside for FF&E, suggesting that the respective budgets for the two stations were
treated differently. As an FF&E budget has not yet been established for Fire Station NO.4
and because the FF&E amount for Fire Station NO.2 may not be adequate (the final
number will be determined through future sessions with the Fire Station NO.2 team), staff is
recommending a planning number of $200,000 be used at this time.
As reported in the last Status Report, the current estimate from MC Harry for Phase 2 of the
project (Attachment 2) is $2,250,873. Total construction funding for Phase 2 is $1 ,939,686,
which leaves a current shortfall for Phase 2 at approximately $311,187. As noted above, for
City Commission Memorandum
July 2, 2003
Fire Station #4 Status Report
Page 5 of 5
planning purposes, staff estimates FF&E for the Fire Station NO.4 facility to be in the area
of $200,000. This amount is presently being evaluated by staff and is subject to change as
the list is developed.
For Phase 1 and Phase 2, the project is short an estimated $736,187 to $761,187, plus the
amount estimated for FF&E of $200,000, for a total estimated shortfall of $936,000 to
$961,187.
The Administration will continue informing the Mayor and City Commission on the important
events of the Project.
CONCLUSION
Essentially, the current situation represents the convergence of two highly important and
emotional issues: historic preservation and fire safety, respectively. The City has, and
continues to, vigorously support both areas through funding commitments, ordinances, and
policies. In fact, with this project, we have attempted to satisfy both of these policy goals by
trying to preserve a cultural and historic icon that is clearly obsolete as a Fire Station, and
by trying to design a state-of-the-art Fire Station that will serve the North Beach community
for the next 30 to 50 years.
We have, however, reached a crossroads, where it has become clear that the present pot of
funding, $1,939,686, is sufficient to accomplish only one of these two policy goals. We can
choose to add almost $1 million to this project to address both of these policy goals, or we
can decide to revisit the previous discussions on the cultural significance of the historic
building. Please keep in mind that the historic building requires an estimated $770,000 in
additional funds, over and above the $1 million noted above, to make it a useable facility.
With this situation, the Administration can provide the factual and detailed information
needed by the Commission to assist in making such a decision. However, the decision is
one that represents the community's cultural and historic values. While staff can determine
whether or not a building is architecturally significant, whether or not a building reflects the
historic nature of the area, or whether or not the building is a final remaining example of an
architect's work, staff is not in the best position to determine if a building has an intrinsic
value to the community that rises to a level of spending $1.8 million of taxpayer dollars to
preserve.
In considering your decision, please be aware that this highly visible and important project is
"on hold" until a decision is made. The City may be able to allocate sufficient funds from
various reserves, such as the Capital Reserve Fund, to fund both projects. Depending upon
the source of funds, various other issues may arise on our financial rating, operations or
other capital projects. If the Commission wishes to fund these added costs the
Administration will make every effort to work through any of the issues that may arise for a
designated funding source.
JMG/RCMITH/MM
T:\AGENDA \2003~uI0203\regular\ST 4ST A TU 7 -02-03.doc
Fire Station #4
City Commission Status Report for July 2, 2003
Summary Chart of Options
Projected
Estimated Construction Projected
Funding Costs Shortfall Start Construction Finish
Current Situation
Phase 1 $ 504,596 $ 929,169 $ (424,573) August-03 January-Q4
Phase 2 $ 1,435,090 $ 1,746,277 $ (311,187) January-04 January-05
FF&E (estimated) $ $ 200,000 $ (200,000)
Total $ 1,939,686 $ 2,875,446 $ (935,760)
TABLE 1
Scenario 1 . Additional Funds Available
Phase 1 $ 929,169 $ 929,169 $ August-03 January-04
Phase 2 $ 1,746,277 $ 1,746,277 $ March-04 March-05
FF&E (estimated) $ 200,000 $ 200,000 $
Total $ 2,875,446 $ 2,875,446 $
Action Required by City Commission on July 30, 2003: Appropriation of $935,760 from Capital Reserve Fund, or other source
Assumes additional time on Phase 2 of 90 days to address dormitory and kitchen issues
Assumes additional costs for structural shoring is limited to AlE estimate of $125,000
TABLE 2
Scenario 2 . No Additional Funds Available
Ootion 1
Phase 1 $ 504,596 $
Phase 2 $ 1,435,090 $
FF&E (estimated) $ $
Total $ 1,939,686 $
929,169
1,746,277
200,000
2,875,446
$ (424,573)
$ (311,187)
$ (200,000)
$ (935,760)
Placed on Hold
Placed on Hold
Action Required by City Commission on July 30, 2003: Direction to place project on hold
Assumes additional time on Phase 2 of 90 days to address dormitory and kitchen issues
Assumes additional costs for structural shoring is limited to AlE estimate of $125,000
TABLE 3
Scenario 2 . No Additional Funds Available
Ootion 2A
Phase 1 $ 100,000 $
Phase 2 $ 1,839,686 $
FF&E (estimated) $ $
Total $ 1,939,686 $
100,000
1,746,277
200,000
2,046,277
Building demolished with HPB Approval
$
$ 93,409
$ (200,000)
$ (106,591)
N/A
March-04
N/A
March-05
Action Required by City Commission on July 30, 2003: Direction to demolish historic building
Action Required by Historic Preservation Board on September 9, 2003: Approval to demolish historic building
Assumes additional time on Phase 2 of 90 days to address dormitory and kitchen issues
Assumes additional costs for structural shoring is limited to AlE estimate of $125,000
TABLE 4
Scenario 2 - No Additional Funds Available
Ootion 2B
Phase 1 $ 100,000 $
Phase 2 $ 1,839,686 $
FF&E (estimated) $ $
Total $ 1,939,686 $
100,000
1,746,277
200,000
2,046,277
Building demolished without HPB Approval
$
$ 93,409
$ (200,000)
$ (106,591)
N/A
March-04
N/A
March-Q5
Action Required by City Commission on July 30, 2003: Direction to demolish historic building
Action Required by Historic Preservation Board on September 9, 2003: Denial to demolish historic building
Action Required by City Commission on October 15, 2003: Override HPB denial and 2nd direction to demolish historic building
Assumes additional time on Phase 2 of 90 days to address dormitory and kitchen issues
Assumes additional costs for structural shoring is limited to AlE estimate of $125,000
~
ATTACHMENT 1
June 18, 2003 COST PROPOSAL DETAIL ~
Job Order Construction Services
Project Number Fire Station N04 relocation -
75.01.02.CIP .004.00 City of
Miami Beach
Wbs
Sect. Item Mod. UOM
User Note
Section 01-General Conditions
01152 1122 CRW 3 Person Survey Crew (Surveyor, Rodman, Chainman, Equipment And
Instruments)
Quantity
48.00 x
WBS - 01000
WBS - 01000
Description
Line Total
$4,853.50
Installation
Unit Price Fact.
97.46 x 1.0375 =
Total
4,853.5080
Survey points and Pile layout
01152 1211
$57.50
WBS - 01000
WBS - 01000
EA Install Survey Monument
Quantity
Installation 1.00 x
Unit Price Fact.
55.43 x 1.0375 =
Total
57.5086
01501 1003
WBS - 01000
WBS - 01000
MO Portable Toilets, Chemical
Quantity
Installation 6.00 x
$373.50
Unit Price Fact.
60.00 x 1.0375 =
Total
373.5000
01501 2001
WBS - 01000
WBS - 01000
EA Construction Sign, (Temporary-Post Mounted)
Quantity Unit Price Fact.
Installation 1.00 x 226.38 x 1.0375 =
$234.86
Total
234.8693
$8,190.85
01530 2003
WBS - 02000
WBS - 02000
LF
Temporary 8' High Chain Link Fence & Posts, Up To 12 Months, Excluding
Vehicle Gates
Quantity
1,080.00 x
Installation
Unit Price Fact.
7.31 x 1.0375 =
Total
8,190.8550
$1,111.66
01530 2008
WBS - 02000
WBS - 02000
EA
Temporary 8' High Chain Link Vehicle Gate & Posts Set In Earth 2 Ft Deep,
With Double Rail. Includes Digging Hole & Removal
Quantity Unit Price Fact.
6.00 x 178.58 x 1.0375 =
Installation
Total
1,111.6605
01530 2013
WBS - 01000
WBS - 01000
EA
6' x 6' Temporary Tree Guard, 2x4 Construction, 4 Uprights Set In Earth 2 Ft
Deep, With Double Rail. Includes Digging Hole & Removal
Quantity Unit Price Fact.
8.00 x 64.80 x 1.0375 =
$537.84
Installation
Total
537.8400
$2,522.21
01610 3003
WBS - 01000
WBS - 01000
MO
Roiling Scaffolding 14' To 20' Complete With Wheels, Railings, Etc., (5' Wide
X 7' Long Section)
Quantity
15.00 x
Installation
Unit Price Fact.
162.07 x 1.0375 =
Total
2,522.2144
U..
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Sect. Item Mod. UOM
Description
Line Total
Wbs
01630 2014
$1,494.00
WBS - 01000
was - 01000
User Note
EA 20 CY Dumpster (7 Ton Capacity) .Construction Debris" Note: Price Includes
-Service To Deliver And Pick-up Of Dumpster, Hauling Of Debris, Rental Of
Dumpster And Disposal Fee.
Quantity
6.00 x
Installation
Unit Price Fact.
240.00 x 1.0375 =
Total
1,494.0000
01630 2015
WBS - 01000
WBS - 01000
EA
30 CY Dumpster (10 Ton Capacity) "Construction Debris" Note: Price Includes
Service To Deliver And Pick-up Of Dumpster, Hauling Of Debris, Rental Of
Dumpster And Disposal Fee.
Quantity
12.00 x
$4,108.50
Installation
Unit Price Fact.
330.00 x 1.0375 =
Total
4,108.5000
$831.66
01630 4001
WBS - 01000
WBS - 01000
CY Rubbish Handling Via Stairs, Per CY Of Material Per Floor
Quantity Unit Price Fact.
Installation 480.00 x 1.67 x 1.0375 =
Total
831.6600
$1,245.00
01641 0116
WBS - 01000
WBS-01000
MO Air-Compressor, Gas Portable, 175 CFM, 90 HP Lift
Quantity Unit Price Fact.
Installation 2.00 x 600.00 x 1.0375 =
Total
1,245.0000
$1,239.21
01641 2316
WBS - 01000
was - 01000
MO 8' X 28' Office, With Toilet Lift
Quantity
Installation 6.00 x
Unit Price Fact.
199.07 x 1.0375 =
Total
1,239.2108
$155.62
01641 2316 2331
WBS - 01000
WBS - 01000
MO For Delivery And Set-Up (Block & Level), Add Per Each
Quantity Unit Price Fact.
Installation 1.00 x 150.00 x 1.0375 =
Total
155.6250
$119.31
01641 2316 2332
WBS - 01000
WBS - 01000
MO For Knock-down & Pick-up, Add Per Each
Quantity Unit Price Fact.
Installation 1.00 x 115.00 x 1.0375 =
Total
119.3125
01641 2316 2333 MO For Anchoring Into Dirt, Add $62.25
Quantity Unit Price Fact. Total
WBS - 01000 Installation 1.00 x 60.00 x 1.0375 = 62.2500
WBS - 01000
01641 2412 MO Storage Container, 8'x8'x20' Lift $458.78
Quantity Unit Price Fact. Total
WBS - 01000 Installation 6.00 x 73.70 x 1.0375 = 458.7825
WBS - 01000
01641 2412 2415 MO For Drop-off Or Pick-up (Each Way), Add $155.62
Quantity Unit Price Fact. Total
WBS - 01000 Installation 2.00 x 75.00 x 1.0375 = 155.6250
WBS - 01000
it
Job Order Proposal 75.01.02.CIP.004.00 Fire Station No4 relocation
Sect. Item Mod. UOM
Description
Line Total
$64.11
Unit Price Fact. Total
10.30 x 1.0375 = 64.1175
$46.99
Unit Price Fact. Total
45.30 x 1.0375 = 46.9988
$179.46
Unit Price Fact. Total
28.83 x 1.0375 = 179.4668
$128.17
Unit Price Fact. Total
20.59 x 1.0375 = 128.1728
$205.11
Unit Price Fact. Total
32.95 x 1.0375 = 205.1138
Wbs
01641 2422
WBS - 01000
WBS - 01000
User Note
MO Desk Chair, Rolling Lift
Quantity
Installation 6.00 x
01641 2431
WBS - 01000
WBS-01000
EA Phone Hook-Up Lift
Quantity
Installation 1.00 x
01641 2432
WBS - 01000
WBS - 01000
MO Local Phone Service Lift
Quantity
Installation 6.00 x
01641 2433
WBS - 01000
WBS - 01000
MO Fax Machine Lift
Quantity
Installation 6.00 x
01641 2434
WBS - 01000
WBS - 01000
MO Copier Lift
Quantity
Installation 6.00 x
01641 2435
WBS - 01000
WBS - 01000
MO Steps Lift
$232.06
Installation
Quantity
6.00 x
Unit Price Fact.
37.28 x 1.0375 =
Total
232.0680
$25,527.72
01641 3823
WBS - 01000
WBS - 01000
MO Loader-Backhoe, 1-3/4 CY, 30. Bucket, 18'-0" Depth, 112 HP With Full-time
Operator
Installation
Quantity
3.00 x
Unit Price Fact.
8,201.68 x 1.0375 =
Total
25,527.7290
$5,079.00
01641 4066
WBS - 01000
was - 01000
MO Platform 39" x 120. x 60' Height, 1250# PSI, With Coupling
Quantity Unit Price Fact.
Installation 3.00 x 1,631.81 x 1.0375 =
Total
5,079.0086
$9,365.20
01641 5138
WBS - 01000
WBS - 01000
WK Tandem Dump Truck, 12 Ton Payload With Full-time Truck Driver
Quantity Unit Price Fact.
Installation 3.00 x 3,008.90 x 1.0375 =
Total
9,365.2013
$3,307.68
01641 5731
WBS - 01000
WBS - 01000
DAY Cranes Hydraulic, 70 Ton Lift, With Full-time Operator (Per Person Needed,
Per Day)
Installation
Quantity
3.00 x
Unit Price Fact.
1,062.71 x 1.0375 =
Total
3,307.6849
~.
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Sect. Item Mod, UOM
Description
Line Total
Wbs
01641 7402
$1,401.61
WBS - 01000
was - 01000
User Note
WK 4000 To 5999 LB Forklift With Full-time Operator (Per Person Needed, Per
--Day) -
Installation
Quantity
1.00 x
Total
1,401.6161
Unit Price Fact.
1,351.15 x 1.0375 =
$2,242.69
01641 7532
WBS - 02000
was - 02000
WK Excavator, 1-1/2 To 1-3/6 CY With Full-time Operator (Per Person Needed,
Per Day)
Installation
Quantity
1.00 x
Total
2,242.6900
Unit Price Fact.
2,242.69 x 1.0000 =
$766.25
01641 6204
WBS - 01000
WBS - 01000
DAY 3000 PSI Gas Pressure Washer With Full-time Operator (Per Person Needed,
Per Day)
Installation
Quantity
1.00 x
Total
766.2564
Unit Price Fact.
740.49 x 1.0375 =
$5,676.74
01641 6406
WBS - 01000
WBS - 01000
MO 60' Wide, 1/3 CY Bobcat, Diesel With Full-time Operator Driver
Quantity Unit Price Fact.
Installation 1.00 x 5,473.49 x 1.0375 =
Total
5,676.7459
01641 6409
WBS - 01000
WBS - 01000
MO Hydraulic Hammer Attachment Driver
Quantity Unit Price Fact.
Installation 1.00 x 1,292.73 x 1.0375 =
$1,341.20
Total
1,341.2074
$2,316.66
01641 8646
WBS - 02000
WBS - 02000
WK 11-12 Ton Smooth Drum, Selfpropelled, With Full-time Operator
Quantity Unit Price Fact.
Installation 1.00 x 2,233.14 x 1.0375 =
Total
2,316.8626
MO
90-105 HP, D4 Or D5 Bulldozer, With Fulltime Operator Fee, Delivery On
Truck With Trailer, Set-up & Retum
Quantity Unit Price
1.00 x 8,497.96 x 1.0375 =
$8,616.63
01641 9306
WBS - 01 000
WBS - 01000
Fact.
Total
8,616.6335
Installation
$61.52
01641 9904
WBS - 01000
WBS - 01000
EA Bobcat Delivery (Or Similar Sized Equipment), Equipment Delivery Fee,
Delivery On Truck With Trailer, Set-up & Return
Quantity Unit Price Fact.
Installation 1.00 x 76.56 x 1.0375 =
Total
61.5268
01641 9905
WBS - 01000
WBS - 01000
EA Backhoe, Dozer, Loader Or Excavator (Or Similar Sized Equipment) Up To
250 HP Equipment Delivery Fee, Delivery On Truck With Trailer, Set-up &
Return
$369.63
Installation
Quantity
1.00 x
Unit Price Fact.
356.27 x 1.0375 =
Total
369.6301
~.
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Sect. Item Mod. UOM
Description
Line Total
Wbs
01641 9906
$554.36
WBS - 01000
WBS - 01000
User Note
EA
Backhoe, Dozer, Loader Or Excavator (Or Similar Sized Equipment) > 250 HP
Equipment Delivery Fee, Delivery On-truck wilfiTraTIer,set-up & Return
Quantity Unit Price Fact.
1.00 x 534.33 x 1.0375 =
Installation
Total
554.3674
01661 1112
WBS - 01000
was - 01000
EA Laboratory Compaction Test, ASTM D1557 Note: 2 test minimum.
Quantity Unit Price Fact.
Installation 20.00 x 117 .15 x 1.0375 =
$2,430.86
Total
2,430.8625
$315.40
01661 1121
WBS - 01000
WBS - 01000
EA
Proctor Compaction 6" Standard Mold Note: Florida Department of Health and
Rehabilitative Services, Chapter 100-6.57. 2 per job minimum.
Quantity Unit Price Fact.
2.00 x 152.00 x 1.0375 =
Installation
Total
315.4000
01661 2111
WBS - 01000
WBS - 01000
EA Compression, 6 X 12 Cylinder ASTM C 39 Note: Price is per mix, first of any
-----series. Materials furnished by supplier, laboratory sampling included, 1 trial
batch and 6 cyl. tests.
Quantity Unit Price Fact. Total
Installation 20.00 x 15.00 x 1.0375 = 311.2500
$311.25
01661 6342
WBS - 01000
WBS - 01000
HR Pile Driving Inspection Note: 4 hour minimum.
Quantity Unit Price Fact.
Installation 40.00 x 35.00 x 1.0375 =
$1,452.50
Total
1,452.5000
Subtotal for 01
$99,969.25
Section 02-Site Work
02011 8001 EA
WBS - 02000
WBS - 02000
$1,348.75
Minimum Set-up Charge For Boring For projects where the total boring charge
is less than the minimum set-up charge. Use this item exclusively. This item
should not be used in conjunction with any other items in this section.
Quantity Unit Price Fact.
2.00 x 650.00 x 1.0375 =
Installation
Total
1,348.7500
For relocating monitoring wells
02102 1404
$1,280.73
WBS - 02000
WBS - 02000
EA Slump Removal, >24" To 36" (>61 em To 91 em) Diameter, Includes Loading
Quantity Unit Price Fact. Total
Installation 9.00 x 137.16 x 1.0375 = 1,280.7315
EA
Tree Removal, >36" To 48" (>91 em To 121 em) D.B.H. (Diameter & Breast &
Height), Includes Culling Up Tree, Chipping & Loading.
Quantity Unit Price Fact.
9.00 x 485.33 x 1.0375 =
$4,531.76
02102 1415
WBS - 02000
WBS - 02000
Installation
Total
4,531.7689
\1.
Job Ordef Proposal 75.01.02.CIP.004.00 Fife Station N04 felocation
Sect. Item Mod. UOM
Description
Line Total
Wbs
02111 3204
$27,135.25
WBS - 02000
WBS - 02000
User Note
CCF Demo Reinforced Concrete Building With Bulldozer/Excavator Remove
-SulJdlng, By Building Volume
Quantity
547.05 x
Installation
Unit Price Fact.
47.81 x 1.0375 =
27,135.2528
Total
02112 1111
WBS - 02000
WBS - 02000
SY Break-up Bituminous Pavement With Loader, 1"To 3" Hammer. 1" To 3"
---
Quantity Unit Price Fact.
720.00 x 2.22 x 1.0375 =
$1,658.34
Installation
Total
1,658.3400
$1,781.12
02112 1211
WBS - 02000
WBS - 02000
SY Break-up And Demo To 3' Thick Concrete Or Bituminous, Without Reinforcing
Note: Work includes breaking into manageable size by machine, removal and
loading onto a truck or dumpster.
Quantity Unit Price Fact.
315.00 x 5.45 x 1.0375 =
Installation
Total
1,781.1281
02119 1209
WBS - 02000
WBS - 02000
TON Landfill Dump Fee (All Materials Except Hazardous & Tires)
--
Quantity Unit Price Fact.
Installation 240.00 x 61.46 x 1.0375 =
$15,303.54
Total
15,303.5400
$1,397.46
02210 1005
WBS - 02000
WBS - 02000
SY Rough Grade Small Area With Dozer Concrete Placement
Quantity Unit Price Fact.
Installation 4,345.00 x 0.31 x 1.0375 =
Total
1,397.4606
$806.13
02210 3103
WBS - 02000
WBS - 02000
SY Subgrade Structure Grading Structures & Slabs, With Bobcat Concrete
--Placement
Quantity
2,100.00 x
Installation
Unit Price Fact.
0.37 x 1.0375 =
Total
806.1375
$473.10
02210 3202
SF Finish Grade Structures & Slabs, By Hand, Hand Clean For Concrete
Placement
Quantity Unit Price Fact. Total
WBS - 02000 Installation 2,400.00 x 0.19 x 1.0375 = 473.1000
WBS - 02000
02210 4212 SY Trim & Shape Area With Bobcat Or Front End Loader $1,622.85
Quantity Unit Price Fact. Total
WBS - 02000 Installation 4,345.00 x 0.36 x 1.0375 = 1,622.8575
WBS - 02000
02213 4037 TON Umestone, 3/8" To 7/8" $53,992.22
Quantity Unit Price Fact. Total
WBS - 02000 Installation 5,455.00 x 9.54 x 1.0375 = 53,992.2263
WBS - 02000
02244 1001 CSF Soil Poisoning $984.17
Quantity Unit Price Fact. Total
was - 03000 Installation 340.00 x 2.79 x 1.0375 = 984.1725
WBS - 03000
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Sect. Item Mod. UOM
Description
Line Total
Wbs
02264 2101
$146.06
WBS - 02000
WBS - 02000
User Note
LF 2' High Silt Fence with Stakes at 4' O.C With Stakes
-----
Quantity Unit Price Fact.
Installation 220.00 x 0.64 x 1.0375 =
Total
146.0600
$51,441.64
02311 3003
WBS - 02000
WBS - 02000
VLF Concrete Pile, >15-20 FT
Quantity
Installation 750.00 x
Unit Price Fact.
66.11 x 1.0375 =
Total
51,441.6438
$15,656.32
02530 1101
WBS - 02000
WBS - 02000
LF Deliver, Install & Removal otWell Point System Available)
Quantity Unit Price Fact.
Installation 480.00 x 31.64 x 1.0375 =
Total
15,856.3200
02530 1205
WBS - 02000
WBS - 02000
LFD Well Point System 401 To 500 Foot In Length (LF x Days = Quantity.)
Quantity Unit Price Fact.
Installation 480.00 x 0.96 x 1.0375 =
$476.06
Total
478.0800
$17,696.89
02530 1302
WBS - 02000
WBS - 02000
WK Operation Costs Per Week
Quantity
Installation 3.00 x
Unit Price Fact.
5,665.75 x 1.0375 =
Total
17,696.8969
$726.66
02711 1109
WBS - 02000
WBS - 02000
VLF 12" (31 cm) Diameter Hole, Auger By Machine Fence Post Hole In Soil
Quantity Unit Price Fact.
Installation 136.00 x 5.15 x 1.0375 =
Total
726.6650
Fence around relocated building
02711 1318
WBS - 02000
WBS - 02000
VLF Concrete Fill, 12" (31 em) Diameter Hole 6' In Length
---
Quantity Unit Price Fact.
Installation 136.00 x 7.47 x 1.0375 =
$1,054.01
Total
1,054.0170
LF
5' Galvanized Chain Link Fence, 9 Gauge Coiled Spring Mesh, Top Rail, Line
Post @ 10' O.C.
Quantity
275.00 x
$2,530.72
02711 3102
WBS - 02000
WBS - 02000
Installation
Unit Price Fact.
8.87 x 1.0375 =
Total
2,530.7219
Fence Around Relocated Building
02713 2003
LF
Board Fence, 3 - 2" x 4" Rails, 5' High 1" x 4" Boards, Preservative Treated
Quantity Unit Price Fact. Total
$229.99
WBS - 02000
WBS - 02000
Demolition 326.00 x
For demolition of existing wood fence
0.66 x 1.0375 =
229.9930
02771 1101
WBS - 02000
WBS - 02000
EA 22" x 26" x 28" Benches With Backs Legs
Quantity Unit Price
$15.12
Fact.
Total
Demolition
1.00 x
14.56 x 1.0375 =
15.1268
Subtotal for 02
$202,491.21
q.
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Wbs
Sect. Item Mod. UOM
User Note
Description
Line Total
Section 03-Concrete
03110 1204 SF
WBS - 03000
WBS - 03000
Grade Beam Forms, Plywood Forms, Form & Strip With Accessories Form &
Strip With Accessories
Quantity
2,400.00 x
Installation
$4,656.30
Unit Price Fact.
1.87 x 1.0375 =
Total
4,656.3000
$4,656.30
03110 1204
WBS - 03000
WBS - 03000
SF Grade Beam Forms, Plywood Forms, Form & Strip With Accessories Form &
- Strip With Accessories
Quantity
2,400.00 x
Installation
Unit Price Fact.
1.87 x 1.0375 =
Total
4,656.3000
03110 1314
WBS - 03000
WBS - 03000
SF Pile Cap Forms, Square Or Rectangular, Plywood Forms, Form & Strip With
Accessories
Installation
Quantity
364.00 x
$887.47
Unit Price Fact.
2.35 x 1.0375 =
Total
887.4775
$246.63
03110 1324
WBS - 03000
WBS - 03000
SF Pile Cap Forms, Triangular Or Hexagonal, Plywood Forms, Form & Strip With
Accessories
Installation
Quantity
84.00 x
Unit Price Fact.
2.83 x 1.0375 =
Total
246.6345
$19,627.98
03210 1006
WBS - 03000
WBS - 03000
TON Grade 60 Resteel, Footings & Slabs, #7-Up em Long), Deformed
Quantity Unit Price Fact.
Installation 18.00 x 1,051.03 x 1.0375 =
Total
19,627.9853
$5,651.26
03311 1151
WBS - 03000
WBS - 03000
CY Pour Grade Beam, Regular, Crane & Bucket, 3000 PSI Concrete Foundations
Quantity Unit Price Fact. Total
Installation 65.00 x 83.80 x 1.0375 = 5,651.2625
$508.47
03311 1151 3008
WBS - 03000
WBS - 03000
CY For 5000 PSI, Add 200 CY
Quantity
Installation 65.00 x
Unit Price Fact.
7.54 x 1.0375 =
Total
508.4788
Subtotal for 03
$36,234.43
Section 07-Thermal and Moisture
07322 1101 SQ Concrete Roof Tile, 13"x16-1/2", 90/SQ, 950 LB/SQ, Earthtone Colors,
Corrugated
Quantity
3.00 x
3.00 x
WBS - 07000
WBS - 07000
Installation
Demolition
For roof tile work
$1,169.67
Unit Price
Total
899.2013
270.4763
288.90 x
86.90 x
Fact.
1.0375 =
1.0375 =
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Sect. Item Mod. UOM
Descri ption
Line Total
Wbs
07542 1002
$1,493.78
was - 07000
WBS - 07000
User Note
SQ Vinyl Liquid Roofing, 4 Mils
Quantity
Installation 3.00 x
Unit Price Fact.
479.93 x 1.0375 =
Total
1,493.7821
07590 1142
$828.17
WBS - 07000
WBS - 07000
For front canopy roofing
EA Minimum Charge For Roof Repair
Quantity Unit Price Fact.
Installation 8.00 x 99.78 x 1.0375 =
Total
828.1740
$791.82
07620 1304
WBS - 07000
WBS - 07000
SF Copper Flashing, 20 Ounce < 500# With Galvanized Steel Anchor Plate
Quantity Unit Price Fact.
Installation 120.00 x 6.36 x 1.0375 =
Total
791.8200
$990.19
07620 1402
WBS - 07000
WBS - 07000
LF 24" Copper Roof Transition Cover With Galvanized Steel Anchor Plate
Quantity Unit Price Fact.
Installation 80.00 x 11.93 x 1.0375 =
Total
990.1900
$5,113.11
07920 1002
WBS - 07000
WBS - 07000
CLF Oil Base Caulk & Seal, 1/4"x3/8" Joint Note: For unglazed tile or unpolished
stone, matte finish.
Quantity Unit Price Fact.
Installation 85.00 x 45.94 x 1.0375 =
Demolition 85.00 x 12.04 x 1.0375 =
Removal and re-caulking of windows & doors
Total
4,051.3338
1,061.7775
Subtotal for 07
Section 08-Windows and Doors
08210 1011 EA 3'xT Pine Exterior Door Frame Custom Made With Threshold & Trim
Quantity Unit Price Fact.
5.00 x 145.22 x 1.0375 =
2.00 x 14.87 x 1.0375 =
WBS - 08000
WBS - 08000
Installation
Demolition
$10,386.75
$784.18
Total
753.3288
30.8553
$509.30
Total
509.3088
$218.26
Total
199.0029
19.2664
$136.38
Total
136.3898
08210 1011 2103
WBS - 08000
WBS - 08000
EA For Mahogany Add
Quantity
Installation 5.00 x
Unit Price Fact.
98.18 x 1.0375 =
08210 1015
WBS - 08000
WBS - 08000
EA
6'x7' Pine Exterior Door Frame Custom Made With Threshold & Trim
Quantity Unit Price Fact.
1.00 x 191.81 x 1.0375 =
1.00 x 18.57 x 1.0375 =
08210 1015 2103
WBS - 08000
WBS - 08000
Installation
Demolition
EA For Mahogany Add
Quantity
Installation 1.00 x
Unit Price Fact.
131.46 x 1.0375 =
'h
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Sect. Item Mod. UOM
Description
Line Total
Wbs
08210 3464
$676.36
WBS - 08000
WBS - 08000
User Note
EA
3'x7'x1-3/4" Solid Core, Walnut Faced Door Add
Quantity Unit Price Fact.
5.00 x 125.20 x 1.0375 =
2.00 x 12.96 x 1.0375 =
Total
649.4750
26.8920
Installation
Demolition
$257.55
08210 3464 3486
WBS . 08000
was - 08000
EA For Solid Wood Staved Core (Glued Blocik), Add
Quantity Unit Price Fact.
Installation 5.00 x 49.65 x 1.0375 =
Total
257.5594
$16.47
08210 3464 3494
WBS - 08000
WBS - 08000
EA For 6 Panel Doors, Add
Quantity
Installation 2.00 x
Unit Price Fact.
7.94 x 1.0375 =
Total
16.4755
$49.44
08210 3464 3519
was - 08000
WBS - 08000
EA For 1 Foot Of Additional Door Height, Add
Quanlity Unit Price Fact.
Installation 2.00 x 23.83 x 1.0375 =
Total
49.4473
$283.60
08210 3469
WBS - 08000
WBS - 08000
EA
Pair 3'x7'x1-3/4" Solid Core, Walnut Faced Door Add
Quantity Unit Price Fact.
1.00 x 248.42 x 1.0375 =
1.00 x 24.93 x 1.0375 =
Total
257.7358
25.8649
$103.02
08210 3469 3486
WBS - 08000
WBS - 08000
Installation
Demolition
EA For Solid Wood Staved Core (Glued Block), Add
Quantity Unit Price Fact.
Installation 1.00 x 99.30 x 1.0375 =
Total
103.0238
$16.48
08210 3469 3494
WBS - 08000
WBS - 08000
EA For 6 Panel Doors, Add
Quantity
Installation 1.00 x
Unit Price Fact.
15.89 x 1.0375 =
Total
16.4859
$49.44
08210 3469 3519
WBS - 08000
WBS - 08000
EA For 1 Foot Of Additional Door Height, Add
-_.._---~-_._--
Quantity Unit Price Fact.
Installation 1.00 x 47.66 x 1.0375 =
Total
49.4473
$123.00
08362 2002
WBS - 08000
WBS - 08000
EA 16'x7' Sectional Metal Overhead Door, Residential Grade, Including Track &
Fittings
Quantity
Unit Price
Fact.
Total
123.0060
$619.18
08362 3001
WBS - 08000
WBS - 08000
Demolition
2.00 x
59.28 x 1.0375 =
Total
619.1800
$673.70
08520 1104
WBS - 08000
WBS - 08000
SF Remove & Reinstall Sectional Metal Overhead Door & Supports
Quantity Unit Price Fact.
Installation 160.00 x 3.73 x 1.0375 =
SF' Aluminum Single Hung Windows, Standard Brush Finish, Grade "C"
Quantity Unit Price Fact.
45.00 x 12.87 x 1.0375 =
45.00 x 1.56 x 1.0375 =
Installation
Demolition
Total
600.8681
72.8325
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Sect. Item Mod. UOM
Description
Line Total
Wbs
08520 1104 1182
$96.64
WBS - 08000
WBS - 08000
User Note
SF For Installation In Concrete, Brick Or Block Openings Add
Quantity Unit Price Fact.
Installation 45.00 x 2.07 x 1.0375 =
Total
96.6431
$134.46
08520 1104 1306
WBS - 08000
WBS - 08000
SF For Duranar Finish, Add
Quantity
Installation 45.00 x
Unit Price Fact.
2.88 x 1.0375 =
Total
134.4600
$40.61
08520 1104 1307
WBS - 08000
WBS - 08000
SF For Anodized Aluminum Finish, Add
Quantity Unit Price Fact.
Installation 45.00 x 0.87 x 1.0375 =
Total
40.6181
PR
4-1/2x4-1/2" Wrought Steel, Standard Duty, Butts Half Surface, Ball Bearing
Quantity Unit Price Fact. Total
10.00 x 40.02 x 1.0375 = 415.2075
7.00 x 2.85 x 1.0375 = 20.6981
$435.90
08710 1242
WBS . 08000
WBS - 08000
Installation
Demolition
$143.90
08710 1242 1274
WBS - 08000
WBS - 08000
PR For Stainless Steel, Add 156.18
Quantity Unit Price Fact.
Installation 10.00 x 13.87 x 1.0375 =
Total
143.9013
$39.21
08710 1242 1275
WBS - 08000
WBS - 08000
PR For Heavy Duty, Add 156.18
Quantity
Installation 10.00 x
Unit Price Fact.
3.78 x 1.0375 =
Total
39.2175
EA
Surface Mounted Heavy Duty Door Closer Acting
Quantity Unit Price Fact.
4.00 x 245.39 x 1.0375 =
4.00 x 7.51 x 1.0375 =
$1,049.53
Total
1,018.3685
31.1665
$469.11
Total
469.1160
$1,682.11
Total
1,661.9505
20.1690
$679.77
Total
679.7700
$760.07
Total
739.5300
20.5425
08710 5103
was - 08000
WBS - 08000
Installation
Demolition
08710 5103 5852
WBS - 08000
WBS - 08000
EA For Stainless Steel. Add 156.18
Quantity Unit Price
Installation 4.00 x 113.04 x
Fact.
1.0375 =
EA
Bored Entry Lockset F82, Removable Core Plated, BHMA E0421
Quantity Unit Price Fact.
6.00 x 266.98 x 1.0375 =
3.00 x 6.48 x 1.0375 =
08710 6417
WBS - 08000
WBS - 08000
Installation
Demolition
08710 6417 6124
WBS - 08000
WBS - 08000
EA For Satin Stainless Steel, US 32D (BHMA 630) Add 156.18
Quantity Unit Price Fact.
Installation 6.00 x 109.20 x 1.0375 =
08710 6802
WBS - 08000
WBS - 08000
EA
2-3/4" Backset, Oil Stained Bronze Finish, Best #67TK1DDI613
Quantity Unit Price Fact.
6.00 x 118.80 x 1.0375 =
3.00 x 6.60 x 1.0375 =
Installation
Demolition
%
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Sect. Item Mod. UOM
Description
Line Total
Wbs
08720 3001
$79.96
WBS - 08000
WBS - 08000
User Note
EA 36" Door Sweep. Aluminum & Neoprene Weatherstrip
Quantity Unit Price Fact.
Installation 7.00 x 11.01 x 1.0375 =
Total
79.9601
08720 4001
WBS - 08000
WBS - 08000
EA
U-Shaped. Slide On. Bottom Mounted Door Shoe With Drip Cap And Sponge
Neoprene Seal For MetaIDoo~1-3/4"-Wide
Quantity Unit Price Fact.
4.00 x 12.02 x 1.0375 =
$49.88
Installation
Total
49.8830
LF
Aluminum Finish Thresholds. Interior, 3" Width, 1/4" Height 1/4" Height
Quantity Unit Price Fact.
7.00 x 9.66 x 1.0375 =
3.00 x 2.07 x 1.0375 =
$76.59
08730 3121
WBS - 08000
WBS - 08000
Installation
Demolition
Total
70.1558
6.4429
Subtotal for 08
$10,254.24
Section 09.Finishes
09210 2001 SF
WBS - 08000
WBS - 08000
Gypsum Plaster Smooth Finish. 3 Coats On Wall
Quantity Unit Price Fact.
$899.51
Total
Demolition
850.00 x
1.02 x 1.0375 =
899.5125
SF
Stucco, Float Finish, 3 Coats, 1" Note: Interior or exterior one side. Lath and
fell not included.
Quantity
1,460.00 x
960.00 x
$3,986.07
09220 1102
WBS - 08000
WBS - 08000
Unit Price
Fact.
Total
3,059.7950
926.2800
Installation
Demolition
2.02 x 1.0375 =
0.93 x 1.0375 =
$1,843.22
09220 1103
WBS - 09000
WBS - 09000
SF Stucco, Trowel Finish, 3 Coats, 1" Including Lath and Felt Note: Interior or
exterior, one side.
Quantity
Installation 420.00 x
Demolition 420.00 x
For Demolition of item # 26 and new #26
Unit Price
.Fact.
1.0375 =
1.0375 =
Total
1,437.9750
405.2475
3.30 x
0.93 x
09250 1202
SF
518" Fire Rated Drywall Installation (1/4" thick fiber-cement board with tapered
edges over 112" thick type "X" gypsum board)
Quantity Unit Price
820.00 x 0.63 x 1.0375 =
820.00 x 0.13 x 1.0375 =
$646.57
WBS - 08000
WBS - 08000
Fact.
Total
535.9725
110.5975
Installation
Demolition
$248.17
09511 1101
WBS - 09000
WBS - 09000
SF 2' x 2' x 518" Fiberglass Acoustical Ceiling Panel (Suspension System Not
Included)
Quantity
Unit Price
Total
Fact.
Demolition
1,840.00 x
0.13 x 1.0375 =
248.1700
$298.80
09511 2101
WBS - 09000
WBS - 09000
SF 2' x 2' x 5/8" Mineral Fiber Acoustical Ceiling Panels
Quantity Unit Price Fact.
Total
Demolition
1,800.00 x
0.16 x 1.0375 =
298.8000
~.
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Sect. Item Mod. UOM
Description
Line Total
Wbs
09540 1002
$248.17
WBS - 09000
WBS - 09000
User Note
SF T Bar Ceilings Suspension System 2'x 2', Standard 15/16" To 5" Width),
---Standard15/16" ------
Quantity Unit Price Fact. Total
Demolition
1,840.00 x
0.13 x 1.0375 =
248.1700
09910 1604
WBS - 09000
WBS - 09000
SF Paint Exterior Stucco Surfaces One Coat Primer, Brush/Roller Work
Quantity Unit Price Fact.
Installation 7,300.00 x 0.25 x 1.0375 =
$1,893.43
Total
1,893.4375
$378.68
09910 1604 2493 SF For Work Above 20' To 25', Add (Includes Loss Of Productivity And Use Of
Ladder)
WBS - 09000
WBS - 09000
Installation
Quantity
7,300.00 x
Total
378.6875
Unit Price Fact.
0.05 x 1.0375 =
09910 1606
WBS - 09000
WBS - 09000
SF Paint Exterior Stucco Surfaces, Two Coats Paint, Brush/Roller Work
---
Quantity Unit Price Fact. Total
Installation 7,300.00 x 0.54 x 1.0375 = 4,089.8250
$4,089.82
09910 1606 2493 SF For Work Above 20' To 25', Add (Includes Loss Of Productivity And Use Of
-~dder) -
WBS - 09000
WBS - 09000
$681.63
Installation
Quantity
7,300.00 x
Total
681.6375
Unit Price Fact.
0.09 x 1.0375 =
Subtotal for 09
$15,214.10
Section 10"Specialties
10351 4006 EA
WBS - 10000
WBS - 10000
45' (13.7 m) Tapered Aluminum Flagpole Fully Rigged, Without Concrete Base
Quantity Unit Price Fact. Total
$360.09
Demolition 1.00 x
For Demolition of existing flagpole
347.08 x 1.0375 =
360.0955
10715 3101
SF
Up To 36" High Bahama Shutter, Up To 36" Wide
Quantity Unit Price Fact.
464.00 x 28.45 x 1.0375 =
464.00 x 1.19 x 1.0375 =
$14,268.69
WBS -10000
WBS - 10000
Installation
Demolition
Total
13,695.8300
572.8660
Subtotal for 10
$14,628.79
Section 15-Mechanical
15661 1002 EA
WBS - 15000
WBS - 15000
7.5 Ton Air Cooled Condensing Unit With Compressor, Condenser, Fan &
Motor
$302.32
Quantity
Unit Price
Fact.
Total
Demolition
1.00 x
291.40 x 1.0375 =
302.3275
I\.
Job Order Proposal 75.01.02.CIP.004.00 Fire Station N04 relocation
Sect. Item Mod. UOM
Description
Line Total
Wbs
15661 1003
User Note
EA 10 Ton Air Cooled Condensing Unit With Compressor, Condenser, Fan &
Motor
$743.90
WBS -15000
WBS - 15000
Quantity Unit Price Fact. Total
Demolition 2.00 x 356.51 x 1.0375 = 743.9063
LB Recovery Of Refrigerant $1,093.00
Quantity Unit Price Fact. Total
Installation 350.00 x 3.01 x 1.0375 = 1,093.0063
15699 9101
WBS - 15000
WBS - 15000
To Recover the Refrigerent before Demo
Subtotal for 15
$2,139.24
Section 18-Non Prepriced
16002 1002 EA Fire Station # 4 Building Relocation
Quantity Unit Price Fact.
1.00 x 273,625.00 x 1.0000 =
$273,625.00
WBS - 02000
WBS - 02000
Installation
Total
273,625.0000
Subtotal for 18
$273,625.00
Job Order Cost Proposal Total
The work order proposal Iota I represents the correct total for the proposal. Any discrepancy between line tolals.
sub-totals and the proposal tolal are due to rounding of the line lotals and sub-lotals.
$664,943.05
/
~,
~"
ATTACHMENT 2
Miami Beach Fire Station #4
City of Miami Beach
Estimated Construction Cost. 75%CD
Fire Station #4 Expansion I Restoration: Off-Site: Cost of street improvements to accomodate new station; New Construction of
three new back-in apparatus bays and associated administrative and living spaces. Approx 8,000 sf of new construction.
Restoration: prepare new foundation; relocate and stablize old building; remove structural red-tag; no restoration for occupancy
included; NIC: parking at police; prominade at seawall; seawall; site grading at old firestation.
Off-Site Work New Construction $/st Restor J Renovation $/st Total
- _~J 24~701 !~.~:L~ -.
---.!___~en_~-"-~_:.E~_~.!__ $25,996 $320,524 19.72% $39 $50 ~471,~~.!..L3.1~
...00 __...______n ------ _.---
__~___~ite_~or~_______. . $95,225 $205,975 12.67% $25 ._.!49,6!~1-.~~~-~ $20 __.~~~.~,8!!.~L1.6.::-
. _..__.._-~._._-- ....--.-----... ---
3 CONCRETE $232,900 14.33% $28 $285,150 I 56.51% $114 $518,050 I 23%
4 MASONRY $95,000 5.85% $12 $0 I 0.00% $0 $95,000 I 4%
5 METAL $27,360 1.68% $3 ~~!~5~..j..11flo/_ $2 $33,210 I 1%
......... ...............".... ....... ".",.n ...... ............_. ".---. ...
6 WOOD $26,300 1.62% $3 $0 I 0.00% $0 $26,300 i 1%
.....--.........-.......---......,...-...-----..-......-...------..---., -- ..--..........--...--...-............--... . ____..___.______n -----......---..... --.-..-..........--.-.--...T.---........ .....-.....--.............-..........-..'1--.....--.....
7 ROOFING / SELANTS $47,480 2.92% $6 $20,535 4.07% $8 $68,015 I 3%
8 DOORS & WINDOWS $139,094 8.56% $17 $0 0.00% $0 $139,094 I 6%
--.----------.--. -. ________H --- ------ ------ r----.--.--....--..-.
9 FINISHES $139,208 8.57% $17 $16,500 3.27% $7 $155,7081 7%
---.--..-.-..----..--..--- - N' ._.__.____.__._. -_.__..~.- --.-....---.-. ---$2:240 r~44;;: .----------t----
10 SPECIALTIES $21,765 1.34% $3 $1 $24,005 I 1%
11 EQUIPMENT $25,000 1.54% $3 _____!D~--.?:90% $0 $25,000 I 1 %
-----..--.-.-.---.-...- ------ ------ -.---. -------$010%
12 FURNISHINGS $0 0.00% $0 $0 I 0.00% $0
..........._n_. ........."....... _m_ - ....----1- ...........-1-.
.
15 MECHANICAL $0 I 0%
HVAC $138,358 8.51% $17 $0 I 0.00% $0 --~~2~~.L-~
c-.-.------.---.-. ...-----..--... -- ----ili----
PLUMBING $63,100 3.88% $8 _.__.__~__O:<,JE,!- $0 $63,100 I 3%
-----------~._.__.__.__._--_.._- "-- ___H._____. ------.--- -..--...- $01 -.-...-..-......---..--.-.,.-..'.-.-..-
FIRE SPRINKLERS $16,750 1.03% $2 0.00% $0 $16,750 I 1%
16 ELECTRICAL $126,243 7.77% $15 ___._!~ OOO.!_ __ ~SJ.. __~~6,2:!~_L.6..'1~
------.--- --.- ___"
---.-".-.----- ,- "---.--- ...1-.----.-. -. .-- -----,---.------.
Sub T olal Construction Cost $121,221 1,625,056 100% 504,596 100% 2,250,873
DO estimate $115,016 $1,549.427 $504,702 $2,169,144
Difference $6,206 $75,629 (5106) $81,729
5% 50/. 0% 4%
Budget 1,939,686
OVER BUDGET 311,187
was previously over budget 229,719
change (81,468)
MC HARRY ASSOCIATES
Architects! Engineers ( Planners
June 3 2003
Miami Beach Fire Station #4
City of Miami Beach
EstImated Construction Cost - 75% CD
The following compares the estimate completed at DD phase to the 75% CD estimate; and INCLUDES both phase 1
(historic building move budgeted at $505,000); and phase 2 (new building and site work).
Previous $/sf Current Difference
"_n. ....-..."...... ....... ......-.... .... . .._.H.H....
1 Gen Cond + GC OHP $470,578 22% $57 $471,221 21% $643 0%
2 Site Work $329,551 15% $40 $350,820 16% $21,269 6% increase fill requirements
3 CONCRETE $515,817 _..?~~ $63 f--~518!050_ ~ $2,233 0%
~---_._------ ------.-----
4 MASONRY $98,000 --~!,,- $12 _..--!~5,0.!l! ~!~ (53.000) -3%
---.--.---.----".----. - _. n__'_____,_
5 METAL $33,850 2% $4 $33,210 1% ($6401 -2%
6 WOOD $33,701 2% $4 $26,300 1% (57.401) -22%
--.------------- - ..--.---------- 1------_. _....
7 ROOFING / SELANTS $64,200 3% $8 $68,015 3% $3,815 6%
__._.____.__.._______..'H___. . - ____.____._n___ ---- ~---,,--_...
8 DOORS & WINDOWS $110,660 5% $13 $139,094 I 6% $28,434 26% +OH doors + storefront
9 FINISHES $152,175 7% $19 $155,708 7% $3.533 2%
10 SPECIALTIES _ ___~34~~ 2% $4 $24,005 1% ($10.555) -31%
-.------------------ . ---
11 EQUIPMENT $25,101 1% $3 $25,000 1% ($101) 0%
-_._,,-_._"--~--,----._--_..._,-_._-_..- - ......"__H._.."_____n -.-----.--- -.--
12 FURNISHINGS $0 0% $0 $0 0% $0 100%
--
.--- $0 ---t---
_"H_'____. .. ------ --..--
15 MECHANICAL $0
_.,~h._...N~..'.___"_"_.""".._._."__.._____._______"._.~_"_. '" -----_...."_.,._-~_....._-- .._~"h__._.. ---S138,35Sr--S%
HVAC $96,800 4% $12 $41,558 43% ADD premuim veh exh
1----
PLUMBING $63,000 3% $8 $63,100 I 3% $100 0%
FIRE SPRINKLERS $16,600 1% $2 -.. --sm:~::l 1% $150 1%
._~.... ...-..... . ......._..~...... "... ...-...-..... ._.-,,-~.
16 ELECTRICAL $124,551 6% $15 6% $1.691 1%
Sub Total Construction Cost 2,169,144 100% $265 2,250,873 81,729 4%
Budget
1,939,686
over (under)
previously
change
311,187
229,719
(81,468)
Project Is currently OVER budget
Project is 16% OVER
Me HARRY ASSOCIATES
Architects I Engineers! Planners
June 3 2003
%
~.
Miami Beach Fire Station #4
City of Miami Beach
Estimated Construction Cost - 75%CD
Restoration I Renovation
MCHarry Associatel
2780 SW Douglas Road
06/03103
Restoration I Renovation
Page 1
Miami Beach Fire Station #4
City of Miami Beach
Estimated Construction Cost. 75%CD
Restoration / Renovation
2 SITE WORK
T--- I
30,000
I 1,261
o
5,000
230
MCHarry Associates
2780 SW Douglas Road
06/03/03
Unn Unit Cost
sf
cv
sf
80
80
80
80
80
1
50
If
If
If
If
ea
If
sf
If
3 CONCRETE/MASONRY
------...----------.,..-------.--.-------------- ---
~~ndations (Piles) 75 cy
___":Iir:'()~t::?n_c~Elpai!________________ 1___~_.___._
Crawl space exterior wall (mas+stu. +pat) 600 sf
Restore/Repair/Upgrade Struc Frame 3,550 sf
Move Building 1 LS
4 MASONRY
5 METAL
Steel Repair - at front steps
6 WOOD
7 MOISTURE/THERMAL PROTECTION
Windows
Shutters
-.....----.--.......-.....---....-.-... ...-.""'.-.........-..-......- ..........................
Roofing Repair
Joint Sealers
Is
Sub-Total
If
$12,610
$0.92 $27,600
$10.00 $12,610
$5.00 $0
$0 $10,000
$10,000.00 $10,000
...._........._...._................_....._.__,..........._........_H_.. $960
,._m_ ..-...,.-...-....-............
$12.00 $960
$0 $18,850
$40.00 $3,200
$25.00 $2,000
$75.00 $6,000
$30 $2,400
$1,500 $1,500
$75 $3,750
$0 $7,211.0
$0.75 $3,750
$15 $3,450
$2~!i, 1511.
$200 $15,000
--~g~---~.?,~._---------
$14 $8,400
$35 $124,250
$125,000 $125,000
$0
$5,850
..-...---..--..----.--.--.---.---.-.-.-.-..-....---------'-'---'$0"
$5,850
$5,850
5,000 sf
5,000 ~_
Page 2
$20,535
54 sf $65 $3,510
540. sf $25 $13,500 .. _____
------------ ------1--. .silOW------S2,SOO---S2,5OCi------- ..
2.500 Is $0.20 $500
$0
$16,500
$3_00
0.30
$15,000
1,500
---
8 DOORS and WINDOWS
9 FINISHES
Refinish Exterior
Painting (quantity corrected)
~,
'4.
Miami Beach Fire Station #4 MCHarry Associates
City of Miami Beach 2180 SW Douglas Road
Estimated Construction Cost - 15%CD 06/03103
Restoration / Renovation
f---------
10 SPECIALTIES/BUILT.INS $2,240
Wall Louvers I 56 I sf $40 $2,240
1------------------
---...---.-.-------- - -I
11 EQUIPMENT $0
,
~_URNISHINGS --- $0
13 SPECIAL CONSTRUCTION $0
14 CONVEYANCE $0
-
15 MECHANICAL $0
PLUMBING - $0
FIRE SPRINKLERS 0 $0
f------._---------
f--_16 ~~ECTRICAL $0
SUB-TOTAL ALL TRADES -- $319,895
._-~._...._---"_.._.__._..._._----~--------_._-_._------
__~_EN~~L CQNDITIONS_ $124,701
Estimate Contingency 5% $18,995
Difficulty Factor 0%
--------------- 15% $59,833
General Conditions
BOND & FEES 10% $45,872
GRANO TOTAL $504,596
$$/sf = $201.84
Page 3
Miami Beach Fire Station #4 I MCHarry Associates
City of Miami Beach I 2780 SW Douglas Road
Estimated Construction Cost. 75%CD 06/03/03
I Offsne
I
I
Base Calculations 9,235.00
1 GENERAL CONDITIONS Unit Unit Cost Sub-Total ---
General Conditions 15% $14,284
GC ohp 10% $9,523
- --
BOND 2% $2,190
$25,996 $25,996
PAVING $75,725
Paving w. base 13,045 sf $5.00 $65,225
Paving overlay sf $0.67 $0
Retaining Willis If $350.00 $0
OFFSITE PAVING sf $2.50 $0
Conc Curbs 200 If $15.00 $3,000
reduce unit price per URS 200 If ($5.00) ($1,000)
Curb Cuts 100 sf $25.00 $2,500
Parking lot Markings w. mise
allow 200 ea $30.00 $6,000
Parking Bumpers ea $25 $0
HC Parking w. signs ea $215.00 $0
SITE UTILITIES $12,000
Chilled Water Piping - 4" If $45.00 $0
Site Electrical Duct Bank If $40.00 $0
Site Communications $25.00 $0
Site Lighting pole $3,200.00 $0
Site Water If $35.00 $0
Site Sewer If $30 $0
Lift Station ea $40,000 $0
Site Drainage Inlets 3 ea $1,500 $4,500
Drainage wells ea $25,000 $0
Backflow preventors ea $2,500 $0
Site Drainage Exfiltration 100 If $75 $7,500
ax8 tap ea $4,500 $0
Relocation of Fire Hydrant ea $1.000 $0
LANDSCAPE-HARDSCAPE $7,500
Irrigation systems sf $0.75 $0
Sidewalks 1,500 sf $5.00 $7,500
Fences If $15 $0
Exterior Signage Is $10,000 $0
.
SUB-TOTAL TRADES $95,225
GENERAL CONDITIONS $25,996
GRAND TOTAL
CONSTRUCTION $121,221
#REF!
Page 1 of 1
\\;
~,
Miami Beach Fire Station #4 I MCHarry Associates
City of Miami Beach I 2780 SW Douglas Road
Estimated Construction Cost. 75%CD 06/03/03
New ConstructT~-'----~I---"
1 GENERAL CONDITIONS Quantity Unit ,Unit Cost Sub-Total
I
General Conditions 15.00% $195,680 $320,524
GC ohp 8.42% $109,842
BOND 1.00% $15,002
: $320,524
2 SITEWORK
SITE PREP $53,020
Remove Curbs 300 If $4.00 $1,200.00
Embankment (fill) 4,100 cy $10,00 $41,000.00
- ~emove SidewalksfPaving 1,500 sf $1.00 $1,500.00
Remove Trees 10 ea $200.00 $2,000.00
Termite treat. 8,300 sf $0.40 $3,320.00
Demo Fnds 2,000 sf $2.00 $4,000.00
PAVING $46,745
Asphalt pavement & fill 1,000 sf $3.00 $3,000.00
Conc. Pavement and sidewalks 4,210 sf $3.00 $12,630.00
- -_.
Retaining Walls 165 If $200.00 $33,000.00
Curb Cuts 3 ea $100.00 $300.00
Parking lot Markings w. misc I
allow 1 Is $500.00 $500.00
Parking Bumpers 1 ea $100.00 $100.00
HC Parking w. signs 1 ea $215.00 $215.00
SITE UTILITIES $77,700
Site Electrical Duct Bank 100 If $40.00 $4,000.00
Site Communications 100 If $25.00 $2,500.00
Site Water 100 If $35.00 $3,500.00
Site Sewer 100 If $30.00 $3,000.00
Site Drainage Inlets 1 Is $1,500.00 $1,500.00
Drainage wells 2 ea $25,000.00 $50,000.00
2 Backflow preventor 2 ea $3,600.00 $7,200.00
Site Drainage Exfiltration 0 If $75.00 $0.00
8x8 tap and side walk
restoration 1 ea $4,500.00 $4,500.00
Dumpster drain connect 1 ea $500.00 $500.00
Relocation of Fire Hydrant 1 ea $1,000.00 $1,000.00
LANDSCAPE $28,510
Irrigation systems 20,600 sf $0.85 $17,510.00
Exterior Signage 1 Is $5,000.00 $5,000.00
Planting 20 ea $300.00 $6,000.00
Sod 20,600 sf $0.30 $6,180.00
3 CONCRETE $232,900
SLAB-aN-GRADE
Apparatus Bay 98 cy $300.00 $29,400.00
Dorm. Kitchen 41 cy $300.00 $12,300.00
Other Areas 61 cy $300.00 $18,300.00
Conc piles 125 cy $200.00 $25,000.00
Page 1 of 5
Miami Beach Fire Station #4 ! MCHarry Associates
City of Miami Beach 2780 SW Douglas Road
~!matec!~ons~ruction Cost -!5%CD -- 06/03/03
New Construction I
I l ,
IGrade Beams I 150 cy $300.00 $45,000.00
WALLS I COLUMNS ,
lArch. PIP wall 34 cy $500.00 $17,000.00
IColumns 30 cy $450.00 $13,500.00
ROOF STRUCTURE
Roof and Tie Beams 52 cy I $300.00 $15,600.00
App. / Kit Slab 56 cv $275.00 $15,400.00
Office / Dorm Slab 76 cy $300.00 $22,800.00
12" PC Joists 9 ea $400.00 $3,600.00
24" PC Joists 6 ea $2,500.00 $15,000.00
4 MASONRY $95,000
8" masonry 4,500 sf $9.00 $40,500.00
1-- 8" masonry 1,900 sf $9.00 $17,100.00
,------ -
12" Masonry 3,400 sf $11.00 $37,400.00
9,800
5 METAL $27,360
METAL FABRICATIONS
Structural Steel - Rebar 10 ton $2,000.00 $20,000.00
Misc. metal fabrications 1 Is $5,000.00 $5,000.00
Wall Rail 16 If $15.00 $240.00
Dumpster Gates 1.5 pr $600.00 $900.00
Aluminum Stair Nosing 70 LF $10.00 $700.00
Angle at OH Door 52 If $10.00 $520.00
Metal Screens 210 sf $16.00 $3,360.00
6 WOOD $26,300
Rough Carpentry 8,300 sf $1.00 $8,300.00
Alarm Room Console 1 ea. $5,000.00 $5,000.00
Alarm Room desk/shelf 10 If. $300.00 $3,000.00
Kitchen Cabinet 16 If $250.00 $4,000.00
Kitchen Service Counter 20 If $300.00 $6,000.00
7 MOISTURElTHERMAL $47,480
Ext Wall Insulation 2,250 sf $0.40 $900.00
Int Wall Insulation 3,200 sf $0.40 $1,280.00
Roof Insulation - Rigid 8,300 sf $1.50 $12,450.00
Fireproofing (steel) 1 Is $5,000.00 $5,000.00
Louvers 200 sf $18.00 $3,600.00
Roofing - Mod. Bit. 83 sq $250.00 $20,750.00
Flashing & Cap Flashing 250 If $2.00 $500.00
Scuppers - Conc. 12 ea $250.00 $3,000.00
8 DOORS and WINDOWS $139,094
Exterior Doors, H.M. 2 ea $300.00 $600.00
Interior Doors, H.M. 17 ea $200.00 $3,400.00
24x24 Access Door 10 ea $100.00 $1,000.00
Hardware 19 ea $300.00 $5,700.00
Page 2 of 5
'\.
'\.
Miami Beach Fire Station #4 I I MCHarrv Associates
City of Miami Beach : 2780 SW Douglas Road
Estimated Construction Cost - 75%CD i 06/03/03
New Construction -1 ~ -~-_.-
I
Skylights 80 sf $70.00 $5,600.00
Roll up Doors 3 ea $6,500.00 $19,500.00
Glazed (sectional) Doors 3 ea I $4,000.00 $12.000.00
I nterior Storefront 286 sf I $25.00 $7,150.00
Exterior Storefront 1,522 sf $52.00 $79,144.00
Storefront Doors I 5 ea $1,000.00 $5,000.00
9 FINISHES $139,208
Stucco Exterior 3,950 sf $3.50 $13,825.00
PARTITIONS
Inside exterior (Furred) 3,160 sf $2.00 $6,320.00
Drywall Partition Assembly 6,400 sf $4.00 $25,600.00
Toilet & Laundry - Tile 2,400 sf $5.00 $12,000.00
FLOORS
Office, Hall, Kit - VCT 2.674.00 sf I $2.50 $6,685.00
Wet Areas - Tile 916 sf $8.00 $7,328.00
Dorm - Carpet 1,200 sf $32.00 $38,400.00
Other - Seled Cone. 3,510 sf $1.50 $5,265.00
CEILINGS
Kitchen, Dorm - ACT 2,100 sf $2.50 $5,250.00
Wet Areas - M.R. 800 sf $5.00 $4,000.00
BASE I
I
Ext Walls - Rubber 250 If $1.50 $375.00
Interior Walls - Rubber 640 If $1.50 $960.00
PAINTING
Painting Interior 15,760 sf $0.50 $7,880.00
Painting Doors 19 ea $50.00 $950.00
Painting Stucco 3,950 sf $0.60 $2,370.00
Paint Mech Equip 2 ea rm $1,000.00 $2,000.00
10 SPECIALTIES $14,880
Toilet Compartments - Plastic 2 ea I $800.00 $1,600.00
Urinal Screens - plastic 1 ea $230.00 $230.00
Signage 25 ea $50.00 $1,250.00
Exterior Signage - Alum. 1 Is $2,000.00 $2,000.00
Lockers - full ht 18x18x72 30 ea $260.00 $7,800.00
Marker Board 1 ea $500.00 $500.00
Fire Extinguishers & Cab 5 ea $300.00 $1,500.00
TOILET ACCESSORIES $6,885
Toilet Paper 5 ea $35.00 $175.00
Paper Towel/Waste 5 ea $175.00 $875.00
Fem napkin dispenser 1 $570.00 $570.00
Fem napkin disposal 3 $170.00 $510.00
Soap Dispenser 9 ea $100.00 $900.00
Mirrors 9 ea $200.00 $1,800.00
Rob Hooks 10 $20.00 $200.00
Shower Rods 7 $65.00 $455.00
Grab Bars 6 ea $100.00 $600.00
Misc Allowance (Bench) 2' units $400.00 $800.00
Page 3 of 5
~.
'\.
Miami Beach Fire Station #4 I I MCHarry Associates
I
City of Miami Beach I 2780 SW Douglas Road
Estimated Construction Cost. 75%CD I 06/03/03
_._---,---_.,--~- -- ---
New Construction I ---- --r -.---
,
I
11 EQUIPMENT NIC - by Owner
KITCHEN EQUIPMENT $25,000
SS Counter 35 If $60.00 $2,100.00
Garbage disposal 1 I $1,000.00 $1,000.00
ALLOWANCE BALANCE $21,900.00
Refrigerator 3 NIC I $3,300.00
Freezer 1 NIC $1,800.00
Range 1 NIC I $5,300.00
Hood System 1 NIC $11,000.00
Garbage compactor 1 NIC $800.00
Laundry washer/dryer 2 NIC $2,000.00
Dishwasher 1 NIC $3,600.00
Ice maker 1 NIC $2,000.00
Special Decon. Rooom 0 NIC $10,000.00
Storage shelving 20 NIC $200.00
12 FURNISHINGS $0
Bunk 12 NIC $150.00
Desk 12 NIC $250.00
Wardrobe 12 NIC $300.00
Accordian Curtains 11 NIC $75.00
15 MECHANICAL $138,358
HVAC
Apparatus Bay 3150 sf $5.00 $15,750.00
Dorm, Office Areas 3874 sf $15.00 $58,110.00
Other areas 1276 sf $15.00 $19,140.00
Vehicle Exhauset Syst. 1 ea $32,780.00 $32,780.00
TestJBal-10% ofmech 1 Is $12,578.00 $12,578.00
PLUMBING $63,100
Water Closets/showers 9 fixtu re $1,900.00 $17,100.00
Lavs / Sinks 9 fixture $1,500.00 $13,500.00
Urinals 2 fixture $1,200.00 $2,400.00
Laundry 1 Is $1,000.00 $1,000.00
Roof Drainage 10 ea $1,000.00 $10,000.00
Hot Water Htrs 1 ea $600.00 $600.00
Kitchen Sink 2 ea $1,200.00 $2,400.00
Hand Sink 1 ea $1,200.00 $1,200.00
Janitors Sink 1 ea $1,500.00 $1,500.00
Misc. appliance conn. 1 Is $500.00 $500.00
Pipe Protection 9 ea I $100.00 $900.00
Gen Fuel Tank -15000al 1 ea i $12,000.00 $12,000.00
FIRE SPRINKLERS $16,750
Sprinklers 8,300 sf $1.50 $12,450.00
Dbl Detection Check Valve 1 ea $4,000.00 $4,000.00
Connect to source 1 ea $300.00 $300.00
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Miami Beach Fire Station #4 I MCHarrv Associates
City of Miami Beach 2780 SW Douglas Road
Estimated Construction Cost. 75%CD 06/03/03
New Construction
16 ELECTRICAL
ELECTRICAL - POWER $73,278
Emergency Generator 1 ea. $35,000.00 $35,000.00
UG conduit to pad 600 If $25.00 $15,000.00
Lightning Protection 1,200 sf $5.00 $6,000.00
Apparatus Bay 3,150 sf $1.00 $3,150.00
Other areas 1,276 sf $5.00 $6,380.00
Dorm, office areas 3,874 sf $2.00 $7,748.00
ELECTRICAL - LIGHTING I $39,227
Apparatus Bay 3,150 sf $3.50 $11,025.00
Other areas 1,276 sf $3.50 $4,466.00
Dorm, office areas 3,874 sf $4.00 $15,496.00
Landscape & Security 20,600 sf I $0.40 $8,240.00
,
TELEPHONE/DATA/PA
SYSTEM $13,738
PA system 8,300 sf $1.00 $8,300.00
Apparatus Bay 3,150 sf-conduit $0.50 $1,575.00
Other areas 1,276 sf-conduit $0.75 $957.00
Dorm, office areas 3,874 sf-conduit $0.75 $2,905.50
8,300
SUB-TOTAL TRADES I $1,304,533
GENERAL CONDITIONS $320,524
GRAND TOTAL
CONSTRUCTION $1,625,056
$195.79
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