VI (C) Report on Lakefront Bathrooms AGENDA 6-18-96
"CENTER OF GOOD LIVING - PRIDE OF WEST ORANGE" Item VI C
Ocoee S. SCOTT VANDERGRIFI
0�,�,, `� COMMISSIONERS
r 44 ., CITY OF OCOEE RUSTY JOHNSON
�• a SCOTT ANDERSON
150 N.LAKESHORE DRIVE SCOTT A.GLASS
�'� 1_::_ .] V OCOEE,FLORIDA 34761-2258 JIM GLEASON
'j►J, �`' A` (407)656-2322
F,P CITY MANAGER
Of GOOD ELLIS SHAPIRO
MEMORANDUM
TO: The Honorable Mayor and Board of City Commissioners
FROM: Jim Beech, Recreation Director 10
DATE: June 14 , 1996
RE: Public toilet/comfort station design on lakefront
The purpose of this report is to provide you with current
information on the subject matter.
$23, 400 was approved in the 1995/96 FY budget to construct a
comfort station (public rest room) at the lakefront.
In July 1995 the Commission selected a preferred site for
the facility. It was also suggested that a pre-fabricated
facility might be considered similar to those used in parks
nationwide. In researching this possibility I learned the
buildings would exceed the money budgeted. It was also felt
that the facility should blend with the Municipal Complex
design.
November 7, 1995, the Commission unanimously approved an
agreement with Mr. Jim Swickerath, A. I.A. , to provide
architectural design services for the rest room facility
near the Municipal Complex on Starke Lake. Attached are two
suggested designs submitted by Mr. Swickerath along with
cost estimates prepared by Associated Cost Engineers, Inc.
(for study only. )
Mr. Swickerath' s presentation shows a design that would not
only be functional, but would blend nicely with the
municipal complex. Mr. Swickerath' s projections range from
$54, 000 to $62 , 000. These amounts also exceed budgeted
funds. Mr. Swickerath will be present at the June 18
meeting to answer any questions you might have.
A breakdown of the money budgeted for this project is
attached.
Page 2 June 14, 1996
The Honorable Mayor and Board of City Commissioners
Suggested alternatives for the commission to consider would
be:
1. Delay the project at this time and budget
additional funds in the 1996/97 budget in order to erect
either a facility as presented by Mr. Swickerath, or
a pre-fabricated building.
2 . Use funds from the General Government
Contingency to make up the difference in money budgeted
and the shortfall. Recent phone conversations
indicate the current price for a pre-fabricated
facility would be as much as $34, 000. I feel up to
$15, 000 would be needed to complete the project.
Finally, I have been advised this date by Mr. Corwin, Public
Works Director, that we may be able to acquire a
modular bathroom building from Orlando Utilities, at no
cost, and with a portion of the remaining $19, 000 may be
able to adapt to our use. More information on this facility
will be forthcoming within the next two weeks.
I respectfully submit this report and request your
direction.
JB: jh
attachments
C: Ellis Shapiro, City Manager
Recreation Department
1995/96 Capital Outlay
Lakefront Bathrooms $23 , 400.
Expenditures:
Jim Swickerath (architectural fees) $ 532 .24
Universal Engineering (penetration test) 650.25
Associated Cost Engineers, Inc. (cost est. ) 500. 00
Winter Park Blueprint 85. 63
TOTAL COSTS TO DATE 1,768. 12
Money encumbered for architectural fees 2 , 542 . 7
Funds available: 19, 089. 12
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Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B&SABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
Schematic Estimate of Scheme One TITLE PAGE 1
•
PUBLIC RESTROOMS
for the City of Ocoee, Florida
FOR STUDY ONLY - NOT FOR BID
Designed By: J. Swickerath
Estimated By: Associated Cost Engineers, Inc.
Prepared By: Jim Chauncey
Preparation Date: 04/25/96
Effective Date of Pricing: 04/01/96
Est Construction Time: 90 Days
Sales Tax: 6.00%
Composer GOLD Software Copyright (c) 1985-1994
by Building Systems Design, Inc.
Release 6.00
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT 3&SAB0: PUBLIC RESTROOMS - for the City of Ocoee, Florida
PROJECT NOTES Schematic Estimate of Scheme One TITLE PAGE 2
WARNING - THIS ESTIMATE HAS BEEN PREPARED PROM SCHEMATIC DESIGN DRAWINGS THAT
DO NOT CONTAIN SUPPICIENT DETAIL TO PREPARE A CONSTRUCTION BID. MANY OF THE
ITEMS CONTAINED WITHIN THIS ESTIMATE WAS CREATED UTILIZING MODELING AND PAST
PROJECT HISTORY. IT IS PREPARED POR STUDY PURPOSES ONLY.
Scheme One comprises 411 square feet of enclosed area and 312 square feet of
covered area. The total footprint is 723 square feet. Construction is
intended to be accomplished by a home builder type contractor.
Please note that we have not included any escalation, contingency, or design
cost for the City of Ocoee, Florida. Pricing is at today's current, averaged
market price. Allowances must be added to the estimate. We suggest 3t for
escalation if construction is to be accomplished before the end of 1996; 20%
for unknown design conditions; and 15% for the design of the bid documents.
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Data 04/01/96 PROJECT B&SA30: PUBLIC RESTROOMS - for the City of Ocoee, Florida
TABLE OF CONTENTS Schematic Estimate of Scheme One CONTENTS PAGE 1
SUMMARY REPORTS SUMMARY PAGE
PROJECT OWNER SUMMARY - System 1
DETAILED ESTIMATE DETAIL PAGE
A_. Primary Facilities
01. Restroom Buildings & Loggia
01. Substructure
01. Standard Foundations
01. Continuous Footings Supporting E 1
02. Column Footings 12 In To 20 In T 1
02. Superstructure
01. Floor Construction
03. Floor Decks and Slabs
01. Slab On Grade Construction Consi 2
02. Roof Construction
04. Canopies 2
9X. The Roof Structure Is Wood Trues 2
03. Exterior Closure
01. Exterior Walls
01. Exterior Closure Painting 3
02. 1"X2" PT Furring On CMU 3
05. Exterior Louvers and Screens 3
9X. Exterior Wall Back-up Consists 0 3
03. Exterior Personnel Doors
9X. Hollow Metal Doors With Louver 3
04. Roofing
01. Roofing
01. Fiberglass Shingles With 20 Year 4
04. Metal Flashings And All Related 4
05. Double Glazed Clear Acrylic Skyl 4
05. Interior Construction
04. Interior Specialties
02. Toilet And Bath Accessories Cons 5
04. Identification Devices On Exteri 5
06. Wood Shelves For Storage In Jani 5
06. Interior Finishes
01. Wall Finishes
05. Paint Finish On All Interior Wal 6
02. Flooring and Floor Finishes
06. Quarry Tile Floor Finish 6
08. Plumbing
01. Plumbing Fixtures
02. The Sanitary Waste And Vent Syst 6
03. The Plumbing Fixtures Include Wa 7
02. Domestic Water Supply
01. The Domestic Cold Water System W 7
09. HVAC
04. Distribution Systems
07. In-line Exhaust Fans For The Toi 7
11. Electric Power And Lighting
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B&SABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
TABLE OF CONTENTS Schematic Estimate of Scheme One CONTENTS PAGE 2
DETAILED ESTIMATE DETAIL PAGE
01. Service and Distribution
02. Power Branch - Includes Conduit, B
OS. Distribution Panelboarda 120/208 8
02. Lighting and Branch Wiring
02. Incandescent Lighting Assembly F 9
B_. Supporting Facilities
17. Site Preparation
01. Site Clearing
01. Site Grading 10
07. Waste Material Disposal 10
9X. 2" Dia. Polyvinyl Chloride Pipe 10
03. Site Earthwork
01. Site Grading 10
04. Fill & Borrow 10
OS. Compaction 10
08. Soil Treatment 10
18. Site Improvements
03. Walks, Steps, Ramps & Terraces
9X. 4" Thick Concrete Sidewalk 6'-0" 11
04. Site Development
OS. Building Identification Signs 11
OS. Landscaping
04. Sodding 11
19. Site Civil/Mechanical Utilities
01. Water Supply & Distribution
02. 2" Dia. Polyvinyl Chloride Pipe 11
02. Sanitary Sewer Systems
02. 4" Dia. Polyvinyl Chloride Pipe 12
20. Site Electrical Utilities
02. Exterior Electrical Distribution
OS. Cables And Terminations 12
No Backup Reports...
* * * END TABLE OF CONTENTS * * *
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B&SABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
Schematic Estimate of Schema One SUMMARY PAGE 1
** PROJECT OWNER SUMMARY - System •+
QUANTITY UOM CONTRACT ESCALATN CONTINGN DESIGN TOTAL COST UNIT COST NOTES
A_ Primary Facilities
A .01 Restroom Buildings & Loggia
A .01.01 Substructure 411.00 SF 1,392 0 0 0 1,392 3.39
A .01.02 Superstructure 411.00 SF 8,473 0 0 0 8,473 20.62
A .01.03 Exterior Closure 411.00 SF 14,994 0 0 0 14,994 36.48
A_.01.04 Roofing 411.00 SF 1,719 0 0 0 1,719 4.18
A .01.05 Interior Construction 411.00 SF 1,296 0 0 0 1,296 3.15
A_.01.06 Interior Finishes 411.00 SF 2,858 0 0 0 2,858 6.95
A .01.08 Plumbing 6.00 EA 5,822 0 0 0 5,822 970.26
A .01.09 HVAC 411.00 SF 720 0 0 0 720 1.75
A_.01.11 Electric Power And Lighti 411.00 SF 2,030 0 0 0 2,030 4.94
TOTAL Restroom Buildings & Logg 411.00 SF 39,303 0 0 0 39,303 95.63
TOTAL Primary Facilities 1.00 BA 39,303 0 0 0 39,303 39303.23
B_ Supporting Facilities
B_.17 Site Preparation
B_.17.01 Site Clearing 1.00 AC 1,373 0 0 0 1,373 1372.94
B_.17.03 Site Earthwork 1.00 CY 356 0 0 0 356 356.30
TOTAL Site Preparation 1.00 AC 1,729 0 0 0 1,729 1729.14
8_.18 Site Improvements
B_.18.03 Walks, Steps, Ramps & Ter 1.00 SF 3,188 0 0 0 3,188 3188.35
B_.18.04 Site Development 1.00 SA 264 0 0 0 264 263.52
B_.18.05 Landscaping 1.00 SF 68 0 0 0 68 67.50
TOTAL Site Improvements 1.00 SY 3,519 0 0 0 3,519 3519.37
B_.19 Site Civil/Mechanical Utilit
B_.19.01 Water Supply & Distributi 1.00 LF 780 0 0 0 780 780.45
8_.19.02 Sanitary Sewer Systems 1.00 LF 599 0 0 0 599 599.24
TOTAL Site Civil/Mechanical Uti 1.00 EA 1,380 0 0 0 1,380 1379.69
B_.20 Site Electrical Utilities
B_.20.02 Exterior Electrical Distr 1.00 LF 500 0 0 0 500 500.00
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B&SABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
Schematic Estimate of Scheme One SUMMARY PAGE 2
•` PROJECT OWNER SUMMARY - System **
QUANTITY COM CONTRACT ESCALATN CONTINGN DESIGN TOTAL COST UNIT COST NOTES
TOTAL Site Electrical Utilities 1.00 BA 500 0 0 0 500 500.00
TOTAL Supporting Facilities 1.00 EA 7,128 0 0 0 7,128 7128.20
TOTAL PUBLIC RESTROOMS 411.00 SF 46,431 0 0 0 46,431 112.97
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B63ABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE 1
A . Primary Facilities
Restroom Buildings & Loggia QUANTY UOM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST
Primary Facilities
Restroom Buildings & Loggia
Substructure
Standard Foundations
Continuous Footings Supporting B
Continuous Footings Supporting Exterior Skin And Perimeter Wall
1/2 Cy, 75 Cy/Hr (58 M3) 6.80 CY 0 4 4 0 0 8
Trim Bottom Of Excavation 280.00 SF 5 59 5 0 0 64
Filled By Loader 3.50 CY 0 1 1 0 0 3
By Hand With Air Tamper 3.50 CY 1 11 1 0 0 12
3 Uses 180.00 SF 12 250 7 111 0 368
#3 - #6, Grade 60 0.22 TON 3 77 1 92 0 170
Shallow By Direct Chute 6.80 CY 3 38 3 340 0 380
Placement
Screed 280.00 SF 3 64 0 0 0 64
TOTAL Continuous Footings Supporting 3 27 504 23 542 0 1,069
Column Footings 12 In To 20 In T
Column Footings 12 In To 20 In Thick 3000 Psi Concrete
Normal Soil 3.00 CY 3 38 0 0 0 38
Trim Bottom Of Excavation 32.00 SF 1 7 1 0 0 7
By Hand 1.00 CY 1 9 0 0 0 9
By Hand With Vib Plate Hand 1.00 CY 0 3 0 0 0 3
Tamper
#3 - #6, Grade 60 0.09 TON 1 32 0 38 0 69
Under 5 Cy (5m3) By Direct Chute 3.00 CY 3 36 2 150 0 189
Placement
Screed 32.00 SF 0 7 0 0 0 7
TOTAL Column Footings 12 In To 20 In T 9 131 4 188 0 323
TOTAL Standard Foundations 35 635 27 730 0 1,392
TOTAL Substructure 35 635 27 730 0 1,392
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B&SAB0: PUBLIC RESTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE 2
A_. Primary Facilities
Restroom Buildings & Loggia QUANTY UOM MAMBAS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST
Superstructure
Floor Construction
Floor Decks and Slabs
Slab On Grade Construction Consi
Slab On Grade Construction Consists Of 4In Concrete Slab, W6X6 - W2.00
X W2.0 Wwf, Vapor Barrier, 4In Capillary Water Barrier.
1/2 Cy, 75 Cy/Hr (58 M3) 10.00 CY 0 6 6 0 0 12
Trim Bottom Of Excavation 329.00 SF 5 69 6 0 0 75
Filled By Loader 12.18 CY 0 4 5 0 0 9
By Hand With Air Tamper 12.18 CY 3 39 3 0 0 42
Up To 6 In (150mm) High 9.00 LF 0 10 0 4 0 14
6 X 6 #8 8. 30 Lb/Csf, (w 2 X W2) 405.24 SF 3 72 1 34 0 107
Asphalt, 1/2 In X 6 In 140.00 LF 4 86 1 46 0 133
Less Than 6 In (150mm), Placed 4.25 CY 11 153 106 212 0 472
By Wheelbarrow
Screed 329.00 SF 4 75 0 0 0 75
Float (final) 329.00 SF 4 81 5 0 0 87
TOTAL Slab On Grade Construction Consi 35 595 135 296 0 1,026
TOTAL Floor Decks and Slabs 35 595 135 296 0 1,026
TOTAL Floor Construction 35 595 135 296 0 1,026
Roof Construction
TOTAL Canopies 0 0 0 0 5,400 5,400
The Roof Structure Is Wood Truss
The Roof Structure Is Wood Trusses 2 Ft On Center With Misc. Blocking
Wood Truss T10 16.00 RA 25 526 291 1,230 0 2,047
TOTAL The Roof Structure Is Wood Truss 25 526 291 1,230 0 2,047
TOTAL Roof Construction 25 526 291 1,230 5,400 7,447
TOTAL Superstructure 59 1,121 426 1,526 5,400 8,473
Wed 24 Apr 1996 Associated Coat Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B&SABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE 3
A_. Primary Facilities
Restroom Buildings & Loggia QUANTY DOM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST
Exterior Closure
Exterior Walls
Exterior Closure Painting
Door And Frame (h.m. Or Wood) 2.00 EA 5 65 2 0 0 67
TOTAL Exterior Closure Painting 5 65 2 0 0 67
1"X2" PT Furring On CMU
15# Asphalt Felt 1450.00 SF 0 0 0 108 0 108
TOTAL 1"X2" PT Furring On CMU 0 0 0 108 0 108
TOTAL Exterior Louvers and Screens 0 0 0 0 768 768
Exterior Wall Back-up Consists 0
Exterior Wall Back-Up Consists Of 8 In, Bond Beams With
Horizontal And Vertical Reinforcing
8 In Thick, 0.26 Cf/Lf 192.00 LF 9 133 2 151 0 286
No 3 And No 4 Placed Horizontal 1500.00 LB 30 517 7 366 0 890
Truss Type - 12 In Wide, 14 In 1195.50 LF 8 129 2 124 0 255
Wall
8 In Thick, Regular 2227.00 EA 319 4,957 71 2,526 0 7,554
Solid PVC Siding Panels, Double 1445.00 SF 53 1,205 47 888 0 2,140
8" Wide
Outside Corner Post, 7/8" Pocket 100.00 LF 3 60 2 83 0 145
' Vented Soffit and Fascia, 1' 200.00 LF 30 688 27 265 0 980
Overhang
Inside Corner Post, 7/8" Pocket 20.00 LF 1 12 0 9 0 22
1" "J" Channel, Starter Strip 300.00 LF 8 179 7 64 0 250
Trim
Door and Window Trim, 7/8" 300.00 LF 11 248 10 137 0 394
Pocket
TOTAL Exterior Wall Back-up Consists 0 470 8,127 175 4,612 0 12,914
TOTAL Exterior Walls 475 8,193 176 4,720 768 13,857
Exterior Personnel Doors
Hollow Metal Doors With Louver,
Hollow Metal Doors With Louver, Frames, Hardware Sets,Grouting And
Caulk.
3 Ft X 7 Ft Opng., 2.5 Cf/Opng 3.00 OPN 2 35 0 15 0 50
3 Ft X 7 Ft Frames 3.00 EA 10 230 4 220 0 453
4 X 4 Butts - Steel Standard 4.50 PR 2 52 1 30 0 83
Duty Ball Bearing
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
8ff. Date 04/01/96 PROJECT B&SAB0: PUBLIC RESTROOMS - for the City of Ocows, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE 4
A . Primary Facilities
Restroom Buildings & Loggia QUANTY UOM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST
Kick Plate, .050 Aluminum 3.00 8A 2 46 1 48 0 94
10 In X 38 In W/3 Beveled Edges
Lockset F13 Dormitory Or Exit 3.00 BA 3 69 1 386 0 456
Lock
TOTAL Hollow Metal Doors With Louver, 20 431 7 699 0 1,137
TOTAL Exterior Personnel Doors 20 431 7 699 0 1,137
TOTAL Exterior Closure 494 8,624 183 5,419 768 14,994
Roofing
•
Roofing
Fiberglass Shingles With 20 Year
Fiberglass Shingles With 20 Year Warranty And Including 15 Lb Roofing
Felt
One Ply 633.00 SF 14 268 9 103 0 380
240 Lb 20 Year Std Shingles 6.33 SQ 12 236 3 140 0 379
TOTAL Fiberglass Shingles With 20 Year 25 503 12 243 0 758
Metal Flashings And All Related
Metal Flashings And All Related Items At Roof Termination And
Connection Details.
3 In Wide Cont. - Enamel Finish 160.00 LF 8 184 3 88 0 275
TOTAL Metal Flashings And All Related 8 184 3 88 0 275
Double Glazed Clear Acrylic Skyl
Double Glazed Clear Acrylic Skylights With Aluminum Frame
Single Glazed - Maximum 16.00 SF 4 77 2 607 0 686
TOTAL Double Glazed Clear Acrylic Skyl 4 77 2 607 0 686
TOTAL Roofing 37 764 17 938 0 1,719
TOTAL Roofing 37 764 17 938 0 1,719
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B6SABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE S
A . Primary Facilities
Restroom Buildings G. Loggia QUANTY UOM MANHRS LABOR EQUIPMNf MATERIAL OTHER TOTAL COST
Interior Construction
Interior Specialties
Toilet And Bath Accessories Cons
Toilet And Bath Accessories Consisting Of Toilet Tissue Dispensers
Mirrors With Shelves,Soap Dispenser, Paper Towel Dispenser With Wa
Ste Receptacle, Sanitary Napkin Dispenser, Sanitary Napkin Dispose
La, And Shower Curtain Rods
Towel Dispenser And Receptacle - 2.00 EA 2 46 1 355 0 401
Recessed
Toilet Paper Holder Single Roll 4.00 EA 2 37 1 28 0 65
Soap Dispenser - Box Type 2.00 EA 1 31 0 60 0 91
Towel Dispenser And Receptacle - 2.00 EA 2 46 1 355 0 401
Recessed
Angular Grab Bars - 36 In X 2.00 EA 2 38 1 180 0 219
48 In
TOTAL Toilet And Bath Accessories Cons 9 198 3 978 0 1,179
Identification Devices On Exteri
Identification Devices On Exterior Of Building, Four Numerals Mounted
On Exterior Wall
16 In High - 1 In Deep 1.00 EA 1 29 0 34 0 63
TOTAL Identification Devices On Exteri 1 29 0 34 0 63
Wood Shelves For Storage In Jani
Wood Shelves For Storage In Janitor Closets And Storage Areas
Posts And Solid Clear Pine 11.00 LF 2 39 1 14 0 55
TOTAL Wood Shelves For Storage In Jani 2 39 1 14 0 55
TOTAL Interior Specialties 12 265 5 1,026 0 1,296
TOTAL Interior Construction 12 265 5 1,026 0 1,296
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Bff. Date 04/01/96 PROJECT BaSABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE 6
A . Primary Facilities
Restroom Buildings & Loggia QUANTY UOM MANHRS LABOR BQUIPMNT MATERIAL OTHER TOTAL COST
Interior Finishes
Wall Finishes
Paint Finish On All Interior Wal
Paint All Interior Surfaces
Door And Frame (h.m. Or Wood) 2.00 BA 5 65 2 0 0 67
One Coat Primer - Two Coats 2000.00 SF 56 726 17 382 0 1,125
Paint
TOTAL Paint Finish On All Interior Wal 61 791 19 382 0 1,192
TOTAL Wall Finishes 61 791 19 382 0 1,192
Flooring and Floor Finishes
Quarry Tile Floor Finish.
6 X 6 #10 4 21 Lb/Csf, (w 1.4 X 300.00 SP 2 47 0 16 0 63
W 1.4)
1-9/16 X 1-9/16 X 1/4 In 300.00 SF 50 656 9 938 0 1,633
TOTAL Quarry Tile Floor Finish. 52 703 10 954 0 1,666
TOTAL Flooring and Floor Finishes 52 703 10 954 0 1,666
TOTAL Interior Finishes 112 1,494 29 1,336 0 2,858
' Plumbing
Plumbing Fixtures
The Sanitary Waste And Vent Syst
The Sanitary Waste And Vent System Includes Piping From 5Ft Outside
The Building, And Fittings And Hangers To The Fixtures Throughout
The Building
Rough-In Fixtures 6.00 BA 60 1,133 23 223 0 1,379
Not Including Fixture
Faucet,3/4•Brz Garden Hose Valve 1.00 BA 1 12 0 3 0 15
w/Screwed Ends, 125$
TOTAL The Sanitary Waste And Vent Syst 61 1,145 24 226 0 1,394
Wed 24 Apr 1996 Asso'iated Cost angineerc TIME 14:43:23
Eff. Date 04/01/96 PROJECT 3&SABO: PUBLIC RBSTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of aches* One DETAIL PAGE 7
A . Primary Facilities
Restroom Buildings & Loggia QUANTY UOM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST
The Plumbing Fixtures Include Wa
The Plumbing Fixtures Include Water Closets, Lavatories,
Urinals,Can Wash, Cleanouts,And Floor Drains.
6 In (15cm) Wall Thickness 0.15 EA 0 3 0 17 0 20
3 In 1.90 HA 3 59 1 196 0 255
4 In 1.02 HA 2 38 1 137 0 176
4 In 1.17 BA 2 44 1 157 0 201
Flush Valve - Siphon Jet 2.00 BA 10 194 4 445 0 643
Siphon Jet Type 2.00 EA 9 161 3 483 0 647
Vitreous China 2.00 EA 6 122 3 94 0 218
Closet Carrier 2.00 EA 3 63 1 201 0 265
Lavatory Carrier 2.00 HA 2 44 1 174 0 219
Free Standing - 14 Gph 1.00 EA 3 61 1 600 0 662
TOTAL The Plumbing Fixtures Include Wa 40 787 16 2,504 0 3,307
TOTAL Plumbing Fixtures 101 1,932 39 2,730 0 4,702
Domestic Water Supply
The Domestic Cold Water System W
The Domestic Cold Water System Was Estimated Based On Copper Pipe &
Fittings For Piping 2In & Smaller And Galv Steel Pipe & Fittings
For Piping 2-1/2In. It Includes Piping, Valves, Water
Hammer Arrestors, Insulation And Hangers.
Pipe Sleeve & Acc 6.00 EA 4 76 2 25 0 102
3/8 In (9mm) Pipe/Tubing Type L 50.00 LF 2 49 1 34 0 85
1/2 In (12mm) Pipe/Tubing Type L 125.00 LF 5 123 2 97 0 222
3/4 In (20mm) Pipe/Tubing Type L 300.00 LF 1.6 370 6 334 0 711
TOTAL The Domestic Cold Water System W 28 618 11 490 0 1,120
TOTAL Domestic Water Supply 28 618 11 490 0 1,120
TOTAL Plumbing 128 2,551 50 3,221 0 5,822
HVAC
Distribution Systems
In-line Exhaust Pans For The Toi
In-Line Exhaust Fans For The Toilet Ventilation System.
50Cfm In-Line Hxh 0.67 EA 1 29 1 88 0 118
200cfm In-Line Exh 0.33 EA 1 18 0 71 0 89
400cfm In-Line Exh 1.00 EA 4 87 2 424 0 513
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT BSSABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE 8
A_. Primary Facilities
Restroom Buildings & Loggia QUANTY UOM MASERS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST
TOTAL In-line Exhaust Fane For The Toi 6 134 2 583 0 720
TOTAL Distribution Systems 6 134 2 583 0 720
TOTAL HVAC 6 134 2 583 0 720
Electric Power And Lighting
Service and Distribution
Power Branch - Includes Conduit,
Power Branch - Includes Conduit, Conduit Hardware And Wiring For
The Restroom Area
1/2 In Two Hole Steel Strap 15.00 HA 0 0 0 1 0 1
1/2 In goat W/Coupling 100.00 LF 4 114 1 23 0 138
1/2 In Set Screw Connectors 15.00 HA 1 33 0 6 0 40
No. 12 Awg - Type Thw Insulation 273.00 FT 2 51 0 11 0 62
TOTAL Power Branch - Includes Conduit, 8 198 1 42 0 241
Distribution Panelboards 120/208
Distribution Panelboards 120/208V, 3 Phase, 4 Wire, Complete With
Breakers And Incoming Feeders
4 In One Hole Iron Conduit Strap 1.00 EA 0 0 0 19 0 19
1-1/4 In Imc Conduit W/Coupling 17.00 FT 2 42 0 18 0 61
1-1/4 In Imc Elbow 1.00 HA 1 15 0 7 0 23
1-1/4 In Bushing Set W/Locknut 1.00 HA 0 13 0 1 0 14
1-1/2 In Imc Coundit W/Coupling 2.00 FT 0 6 0 3 0 9
1-1/2 In Imc Elbow 1.00 EA 1 19 0 9 0 28
1-1/2 In Bushing Set W/Locknut 1.00 EA 1 15 0 1 0 17
3-1/2 In Imc Conduit W/Coupling 1.00 FT 0 6 0 5 0 11
3-1/2 In Imc Elbow 1.00 HA 3 68 0 60 0 128
3-1/2 In Bushing Set W/Locknut 1.00 HA 1 25 0 10 0 35
No. 2 Awg - Type Thw 66.75 FT 1 30 0 28 0 59
No. 1/0 Awg - Type Thw 7.78 FT 0 4 0 5 0 10
500 Mcm - Type Thw 0.55 FT 0 1 0 3 0 4
100 Amp - 30 Branch Circuit 1.00 HA 2 51 0 285 0 336
Capacity
225 Amp - 42 Circuit Capacity 0.01 HA 0 1 0 3 0 4
100 Amp - 12 Circuit Capacity 1.00 HA 3 84 0 175 0 259
1 Pole, 120 V, 15-60 Amp 4.00 HA 2 58 0 33 0 92
TOTAL Distribution Panelboards 120/208 16 439 2 666 0 1,108
TOTAL Service and Distribution 24 638 3 708 0 1,349
Wed 24 Apr 1956 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B&SABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE 9
A . Primary Facilities
Restroom Buildings & Loggia QUANTY UOM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST
Lighting and Branch Wiring
Incandescent Lighting Assembly F
Incandescent Lighting Assembly For The Admisinstration & Restroom Area
Pendant Mounted (type 103a) 6.00 BA 14 367 2 312 0 681
TOTAL Incandescent Lighting Assembly F 14 367 2 312 0 681
TOTAL Lighting and Branch Wiring 14 367 2 312 0 681
TOTAL Electric Power And Lighting 38 1,004 5 1,020 0 2,030
TOTAL Restroom Buildings E. Loggia 923 16,592 744 15,798 6,168 39,303
TOTAL Primary Facilities 923 16,592 744 15,798 6,168 39,303
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT BSSABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE 10
B_. Supporting Facilities
Site Preparation QUANTY UOM MANHRS LABOR EQUIPMNP MATERIAL OTHER TOTAL COST
Supporting Facilities
Site Preparation
Site Clearing
Site Grading
1 Cy, 80 Cy/Hr (61 M3) Med. Soil 500.00 CY 13 225 264 0 0 488
TOTAL Site Grading 13 225 264 0 0 488
TOTAL Waste Material Disposal 0 0 0 0 320 320
2" Dia. Polyvinyl Chloride Pipe
2" Dia. Polyvinyl Chloride Pipe (Pvc), Push On Type, Sch.40.
Including Gate Valves, Valve Boxes, 90 Degree Elbow And Thrust Blo
Ck. Valves And Elbows Occur Once For Every 50 Feet Of Pipe.
4 In (100mm) 2.00 EA 6 93 37 196 0 326
2 In (51mm) Dia. 100.00 LF 3 52 2 33 0 87
Duct Bank Placed By Direct Chute 1.00 CY 0 4 0 50 0 55
2 In 2.00 EA 2 42 1 54 0 97
TOTAL 2" Dia. Polyvinyl Chloride Pipe 12 191 41 333 0 565
TOTAL Site Clearing 24 416 304 333 320 1,373
Site Earthwork
Site Grading
1 Cy, 80 Cy/Hr (61 M3) Med. Soil 30.00 CY 1 13 16 0 0 29
TOTAL Site Grading 1 13 16 0 0 29
TOTAL Fill & Borrow 0 0 0 180 0 180
TOTAL Compaction 8 66 27 0 0 93
TOTAL Soil Treatment 0 0 0 0 54 54
TOTAL Site Earthwork 8 79 43 180 54 356
TOTAL Site Preparation 33 495 347 513 374 1,729
Wed 24 Apr 1996 Associated Coat Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B&SABO: PUBLIC RESTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE 11
B . Supporting Facilities
Site Improvements QUANTY UOM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST
Site Improvements
Walks, Steps, Ramps & Terraces
4" Thick Concrete Sidewalk 6'-0"
4" Thick Concrete Sidewalk 6'-0" Wide, Including Broom Finish.
Base Not Provided.
Small Areas 173.32 SY 6 93 77 92 0 262
Broom Finish 173.32 SY 26 525 4 0 0 529
4 In (100mm) Thick 1560.00 SF 57 1,063 12 1,323 0 2,398
TOTAL 4" Thick Concrete Sidewalk 6'-0" 88 1,681 93 1,415 0 3,188
TOTAL Walks, Steps, Ramps & Terraces 88 1,681 93 1,415 0 3,188
Site Development
TOTAL Building Identification Signs 8 51 3 210 0 264
TOTAL Site Development 8 51 3 210 0 264
Landscaping
TOTAL Sodding 0 0 0 0 68 68
TOTAL Landscaping 0 0 0 0 68 68
' TOTAL Site Improvements 95 1,732 95 1,625 68 3,519
Site Civil/Mechanical Utilities
Water Supply & Distribution
. Systems
2" Dia. Polyvinyl Chloride Pipe
2" Dia. Polyvinyl Chloride Pipe (Pvc), Push On Type, Sch.40.
Including Gate Valves, Valve Boxes, 90 Degree Elbow And Thrust Blo
Ck. Valves And Elbows Occur Once For Every 50 Feet Of Pipe.
Medium Soil 19.80 CY 0 1 3 0 0 4
By Small Front End Loader 19.80 CY 0 6 8 0 0 15
By Hand With Air Tamp 19.80 CY 2 25 2 0 0 27
2 In (51mm) Dia. 200.00 LF 7 104 4 66 0 174
2 In 4.00 BA 4 84 1 108 0 193
2 In (51mm) Dia. 200.00 LF 7 104 4 66 0 174
2 In 4.00 EA 4 84 1 108 0 193
TOTAL 2" Dia. Polyvinyl Chloride Pipe 23 408 25 347 0 780
Wed 24 Apr 1996 Associated Cost Engineers TIME 14:43:23
Eff. Date 04/01/96 PROJECT B&SAB0: PUBLIC RESTROOMS - for the City of Ocoee, Florida
DETAILED ESTIMATE Schematic Estimate of Scheme One DETAIL PAGE 12
R_. Supporting Facilities
Site Civil/Mechanical Utilities QUANTY COM MANHRS LABOR EQUIPMNT MATERIAL OTHER TOTAL COST
TOTAL Water Supply & Distribution 23 408 25 347 0 780
Sanitary Sewer Systems
4" Dia. Polyvinyl Chloride Pipe
4 In (100mm) Dia. 100.00 LF 22 325 131 143 0 599
TOTAL 4" Dia. Polyvinyl Chloride Pipe 22 325 131 143 0 599
TOTAL Sanitary Sewer Systems 22 325 131 143 0 599
TOTAL Site Civil/Mechanical Utilities 45 733 156 490 0 1,380
Site Electrical Utilities
Exterior Electrical Distribution
TOTAL Cables And Terminations 0 0 0 0 500 500
TOTAL Exterior Electrical Distribution 0 0 0 0 500 500
TOTAL Site Electrical Utilities 0 0 0 0 500 500
TOTAL Supporting Facilities 173 2,961 598 2,628 942 7,128
TOTAL PUBLIC RESTROOMS 1,096 19,553 1,343 18,426 7,110 46,431