Representative Town Meeting (RTM) Regular Meeting (linked)

Mr. Paul Goldstein, Moderator , & : ted
Representative Town Meeting ~ 32
15 Rope Ferry Road » U 5
Waterford, CT 06385 nc) RS tee
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Dear Moderator Goldstein:
At the meeting of the Board of Finance held Wednesday, September 10, 2025, it was voted to
recommend the Representative Town Meeting to consider and act on an appropriation and bond
authorization of up to $12,600,000 for the construction of a new Town of Waterford Oswegatchie Fire
Station.
| respectfully request you place this item on the agenda of the next meeting of the Representative Town
Meeting. Copies of backup justification are attached hereto.
Respectfully submitted,
Glenn Patterson
Glenn Patterson, Chairman
Board of Finance
Enclosure: RESOLUTION, Oswegatchie Fire Station
GP/rih
Cc: Town Clerk

$12,600,000 be approved for demolition of the existing building and the construction of a new
Town of Waterford Oswegatchie Fire Station at 441 Boston Post Road, Waterford as
substantially described in the plans prepared by Silver Petrucelli & Associates’ for the
Oswegatchie Fire Station Building Committee (the “Project”) dated January 24, 2025 and on file
in the office of the Director of Planning and Development, the appropriation may be spent for
design, demolition, renovation and construction costs, equipment, furnishings, materials, site
improvements, survey costs, architects’ fees, engineering fees, other consultants’ fees, legal fees,
net temporary interest and other financing costs and other expenses related to the project and
financing; to authorize the Oswegatchie Fire Station Building Committee to determine the scope
and particulars of the project to authorize the issue of up to $12,600,000 bonds or notes, and
temporary notes to finance, in part, said appropriation; to authorize the First Selectman and the
Director of Finance to determine the amount, date, interest rates, maturities, redemption
provisions, form and other details of the transfer agent, and paying agent for the obligations to
designate one or more banks or trust companies to be certifying bank, registrar, transfer agent,
and paying agent for the obligations, to provide for the keeping of a record of the obligations; to
designate a financial advisor to the town in connection with the sale of the obligations; to see the
obligations at public or private sale, to deliver the obligations and to perform all other acts which
are necessary or appropriate to issue the obligations; to designate Shipman and Goodwin as bond
counsel to approve the legality of the obligations; to declare the Town’s official intent under
Federal Income Tax Regulation Section 1.150-2 that project costs may be paid from temporary
advances of available funds and that the Town reasonably expects to reimburse any such
advances from the proceeds of borrowings; to authorize the First Selectman and the Director of
Finance to make representations and covenants to maintain the continued exemption from federal
income taxation of interest on the obligations and to make representations and enter into written
agreements for the benefit of holders of the obligations to provide secondary market disclosure
information; and to authorize the First Selectman, the Director of Finance, the Oswegatchie Fire
Station Building Committee and other proper officers and officials of the Town to execute and
file all necessary applications, agreements and documents in order to obtains grants to finance
the project.

1. That the Town of Waterford (the “Town’”) appropriate up to $12,600,000 for the demolition of the
existing building and the construction of a new Town of Waterford Oswegatchie Fire Station, as
described in the plans prepared by Silver Petrucelli & Associates for the Oswegatchie Fire Station
Building Committee (the “Project”), The appropriation may be expended for design, demolition,
construction and installation costs, engineering and professional fees, fixtures, furnishings,
materials, equipment, purchase costs, legal fees, financing costs, interest expense on temporary
borrowings, and other costs related to the Project. The appropriation shall include any federal, state
or other grants-in-aid received for the Project. The Oswegatchie Fire Station Building Committee
is authorized to determine the scope and particulars of the Project. The Oswegatchie Fire Station
Building Committee may reduce or modify the scope of the Project and the entire appropriation
may be expended on the Project as so reduced or modified.
2. That the Town finance the Project by issuing the Town’s bonds, notes or other obligations in an
amount not to exceed $12,600,000, which bonds, notes or other obligations shall be issued pursuant
to the Connecticut General Statutes, as amended. The bonds, notes or other obligations may be
sold as a single issue or consolidated with any other authorized issues of bonds, notes or other
obligations of the Town. The Director of Finance shall keep a record of the bonds, notes or other
obligations. The bonds, notes or other obligations shall bear the Town seal or a facsimile thereof.
The bonds, notes or other obligations shall each recite that every requirement of law relating to its
issue has been fully complied with, that such bond, note or other obligation is within every debt
and other limit prescribed by law, and that the full faith and credit of the Town are pledged to the
payment of the principal thereof and the interest thereon. The First Selectman and Director of
Finance are hereby authorized to determine the amount, date, interest rates, maturities, form and
other details of the bonds or notes; to designate a bank or trust company to be the certifying bank,
registrar, transfer agent and paying agent for the bonds or notes; to designate the persons to sign
such bonds or notes by their manual or facsimile signatures in the name or on behalf of the Town;
to sell the bonds or notes at public or private sale; to deliver the bonds or notes; and to perform all
other acts which are necessary or appropriate to issue the bonds or notes.
3, That the Town is authorized to issue temporary notes in anticipation of the receipt of the proceeds
of said bonds, notes or other obligations. The temporary notes shall be issued with maturity dates
in accordance with the Connecticut General Statutes, as amended. The temporary notes shall each
recite that every requirement of law relating to its issue has been fully complied with, that such
note is within every debt and other limit prescribed by law, and that the full faith and credit of the
Town are pledged to the payment of the principal thereof and the interest thereon. The First
Selectman and Director of Finance are authorized to determine the amounts, dates, interest rates,
maturities, form, and other details of the notes; to sell the notes at public or private sale; to designate
the persons to execute and deliver the notes; and to perform all other acts which are necessary or
appropriate to issue the notes. The net interest cost on such notes, including renewals thereof, and
the expense of preparing, issuing, and marketing such notes, to the extent paid from the proceeds
from the issuance of bonds, notes or other obligations, shall be included as a cost of the
appropriation.
Town of Waterford_Bond Counsel Resolution (2024)(21659762.1).docx
SG-21659762.1 - 4/15/2025 3:05 PM

issued on a tax-exempt basis, including covenants to pay rebates of investment earnings to the
United States in future years; and that the First Selectman and Director of Finance are authorized
to make representations and agreements for the benefit of the holders of the bonds, notes or
temporary notes to provide secondary market disclosure information and to execute and deliver on
behalf of the Town an agreement to provide such information with such terms and conditions as
they, with the advice of bond counsel, deem necessary and appropriate.
5. That the First Selectman is authorized to apply for and accept grants for the Project, to execute
grant agreements for the Project, and to file such documents as may be required to obtain grants
for the costs of financing the Project.
6. That the First Selectman, the Director of Finance, the Oswegatchie Fire Station Building
Committee and other proper officers of the Town are authorized to take all other action which is
necessary or desirable to complete the Project and to issue bonds, notes or other obligations to
finance the aforesaid appropriation.
2
Town of Waterford_Bond Counsel Resolution (2024)(21659762.1).docx
SG-21659762.1 - 4/15/2025 3:05 PM

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To formatize and distribute responsibilities, a series of fire districts were created, providing an
organized framework for managing the growing fire services system.
Since 1942, Waterford has maintained five fire stations, all incorporated within a span of 19
years. These five stations remain operational today.
Waterford’s population continues to grow steadily, and the current infrastructure of fire
stations remains largely supportive of existing development patterns. According to the mast
recent census, Waterford's population stands at 19,554.
While census projections suggest the population may stabilize or even decline slightly in the
future, recent development activity—as illustrated in Table 2—indicates the potential for
continued population growth, which could influence future demand for fire services.
Waterford’s proud tradition of volunteer fire service has evolved over decades to meet the
needs of a growing and changing community. Originally founded around local volunteer efforts,
the Town’s five fire stations—established through a historic agreement (Appendix E)—provided
critical coverage and protection. This agreement, whereby volunteers deliver fire protection
services in exchange for maintaining stations, equipment, and training, remains foundational
today, granting Waterford access to a network of five strategically located stations.
As Waterford grows, the Town has a unique opportunity to honor its rich legacy while
thoughtfully planning the next generation of emergency services—services designed not only
for today’s challenges but for tomorrow’s vision.
While census projections suggest that Waterford’s overall population (currently 19,554) may
remain stable or decline slightly, other trends paint a more dynamic picture:
« Growth in the Senior Population:
An increasing proportion of older residents will drive greater demand for emergency
medical services.
e Recent Development Activity (Table 2):
Despite broader forecasts, recent residential and commercial building activity suggests a
blassoming population.
2d

gy
y
+ The proposed Data Center
The Crystal Malt complex
These assets represent critical infrastructure requiring specialized response
capabilities.
e Changing Building Patterns:
Newer construction often features:
«Higher population densities
« Multi-story structures
Fire-resistant materials
These improvements enhance safety but also introduce new challenges, such as
greater exposure to hazardous synthetic materials in fires.
e Expanded Scope of Emergency Responses:
_ Today, structural fires represent a small fraction of calls. Firefighters are now routinely
responding to:
» Hazardous material incidents
Severe weather events
Service calls
Medical emergencies
a False alarms
e Distribution of Service:
Analysis of call data indicates that emergency call volume is distributed across the Town,
reinforcing the critical value of maintaining all five fire stations.
25

Volunteer Retention
Reducing or closing stations could diminish volunteer participation and necessitate more
career staff, increasing costs.
Strategic Coverage
Stations are located near high-density neighborhoods and key assets such as the Crystal
Mall, Dominion Nuclear Power Station, Interstate 95, Interstate 395, Route 85 and
Waterford’s schools, Town Hall, Community Center, Beaches, Niantic River, and Thames
River all spread over 37 square miles.
insurance Rates and {SO Ratings
Maintaining five stations helps preserve Waterford’s favorable insurance Services Office
(ISO) rating, protecting residents from higher insurance premiums.
Resiliency and Emergency Sheltering
Each station provides a critical location for resident sheltering during townwide
emergencies and supports Waterford’s integrated Task Force emergency management
approach.
Infrastructure Readiness
Except for Oswegatchie (which requires replacement), the other stations are
maintainable through repair.
Emergency Operations
As Waterford’s Fire Services evolve into a broader Emergency Services Organization,
each station will play a key rote in housing resources, personnel, and shelter facilities
across the community.
A Proven, Successful Model
The five-station approach has effectively served Waterford for over 100 years—providing
life-saving protection, community reassurance, and continuity.
26

e Investing smartly in facility upgrades, apparatus modernization, and training.
e €xpanding partnerships with local and regional agencies.
° Applying for grants (such as SAFER grants) to enhance staffing and resilience.
e Adapting tactics to meet the challenges of changing construction patterns, population
shifts, and evolving threats.
By recognizing the value of its current infrastructure and proactively planning for the future,
Waterford is charting an exciting and responsible course—one that builds on its proud past
while preparing for a bright, resilient future.
The future of Waterford’s fire services is not about standing still. It’s about growing, adapting,
and leading—and the Town is ready.
6.2 The Case for a New Oswegatchie Fire Station
In January 2023, the Ad Hoc Fire Services Committee released an interim report recommending
the replacement of the Oswegatchie Fire Station due to extensive structural and mechanical
deficiencies. At the same time, the Committee strongly reaffirmed the Town’s five-station fire
service delivery model as the most effective and strategic approach for meeting Waterford’s
emergency response needs.
In addition to the broader reasons supporting the five-station model, the following specific
points highlight why replacing the Oswegatchie Fire Station is critical to Waterford’s future:
1. Strengthens Public Safety
e Ensures continued fire and emergency support for the Oswegatchie Elementary School
and surrounding neighborhoods.
e Provides a modern, safe, and secure facility for housing part of the Town’s paid
firefighter workforce.
e Creates an ideal location for a future command center for Waterford’s growing team of
career firefighters.
27

Anew, state-of-the-art station will boost the recruitment and retention of both career
and volunteer firefighters.
A modern facility focused on firefighter safety, training, and well-being demonstrates
the Town’s serious commitment to public safety services.
4, Protects Waterford’s Long-Term Financial Interests
6
Repairing and renovating the existing station is not cost-effective according to the
Town’s architect and construction project manager. The construction program manager
provided an estimate of $11.3 million to renovate the building as new, while a new
building could cost $10.4 million,
Delaying construction would significantly escalate costs—potentially requiring $15-20
million within 7-10 years for new construction and interim repairs.
Building the new station now is the fiscally responsible choice for taxpayers.
5. Continues a Century-Long Success Story
Oswegatchie Fire Company has served Waterford from its current location for over 94
years.
Maintaining a station at this location honors a proven, historic model that effectively
covers all 37 square miles of the Town.
Every major study and both recent Directors of Fire Services have strongly supported
the five-station model for Waterford.
6. Enhances Townwide Emergency Preparedness
)
Provides a local shelter for residents during emergencies.
Maintains a strategic outpost for the staging of apparatus and personnel for rapid,
effective responses to any emergency.
7. Aligns with Town Plans and Community Values
e
Building a new station at Oswegatchie is consistent with both the existing and proposed
draft Plan of Conservation and Development (POCD).
Reflects the Town’s values of community investment, public safety, and smart growth.
28

e In February 2022, the Representative Town Meeting (RTM) took decisive action:
«Established a Building Committee charged with constructing a new Oswegatchie
Fire Station.
« Committed to maintaining the old station only as necessary until a replacement
is built,
The preservation and modernization of Waterford’s five-station fire services model is critical to
meeting current and future community needs.
Building a new Oswegatchie Fire Station is more than a construction project—it is a clear
investment in:
« Public safety
e Community resilience
¢ Long-term financial responsibility
e Waterford’s future growth and success
Waterford’s vision is bold, responsible, and clear: continuing to invest in the systems that
protect its people, its property, and its proud tradition of excellence.
7.6 A Strategic Vision
Evolution of Waterford’s Fire Services
Like many small towns, Waterford’s fire services have evolved over time - shifting from a fully
volunteer model to today’s combination fire department and moving steadily toward greater
professionalization.
In the early 1900s, fire protection was provided by a network of privately owned,
independently operated stations. Over time, these private companies were managed
collectively by a Board of Fire Commissioners. Today, Waterford benefits from a centralized
management model, led by a Director of Fire Services, ensuring professional oversight and
strategic coordination.

DATE: June 20%, 2025 Rev 1
Scaniteenaanih ESTIMATE LEVEL: 100% Construction Documents
Deca tuntiaee ARCHITECT: Silver Petrucelli + Associates
Estimate Detail
Q
a
—
S B® DOWNES CONSTRUCTION

J
,
Mr. Robert Tuneski
Building Committee Chair
Oswegatchie Fire Station Project
441 Boston Post Road
Waterford, CT 06385
Project: Oswegatchie Fire Station Project
Enclosed herein is our Construction Documents estimate reflective of Silver Petrucelli + Associates
drawings and specifications dated May 16, 2025. The attached Basis of Design outlines the scope
of work, assumptions and exclusions.
BUDGET
The total trade costs for this project are estimated at $8,963,530 with estimated indirect costs of
$1,351,678 for a Project total of $10,315,208. The drawings depict a new building 9,988 sf to be
built adjacent to the existing 6,215 sf building to be demolished.
SCHEDULE:
The attached opinion of cost assumes a construction start date in Q3 of 2025. The construction
duration is estimated to be fourteen (14) months followed by two (2) months of closeout.
BASIS OF ESTIMATE
Please see attached Basis of Estimate
Sincerely,
Downes Construction Company
Ryan Patrick
Estimating Manager
DOWNES CONSTRUCTION COMPANY
Employee Owned » Community Invested

,
,
Documents Utilized
Silver Petrucelli + Associates drawings dated 5/16/2025
Silver Petrucelli + Associates specifications dated 5/16/2025
Historical cost data and Downes estimating benchmarks
Scope of Work
The Oswegatchie Fire Station project consists of a new 9,988 sf facility, predominantly single story,
with a small mezzanine and equipped with radiant floor heated apparatus bays, to be built adjacent to
the existing facility.
The new building will include bunk rooms, a day room, training classroom, an office, exercise room,
bathrooms, decon room, gear locker room and apparatus bays on the first floor. The mezzanine will
house the mechanical room and additional storage.
The existing building to be demolished is a two-story 6,215 sf structure to remain in operation during
the duration of construction and will be demolished upon completion of the new building.
The new structure will consist of steel framing on a concrete foundation, with an exterior skin
combination of brick veneer, cast stone accent band and fiber cement siding.
The roof will be constructed using architectural asphalt shingles and built solar ready. Photovoltaic
panels to be by others.
The apparatus bays will include three overhead doors along with three bi-folding doors.
The inside of the exterior walls will consist of CMU at the apparatus bays and light gauge metal framing
and drywall at the office / living quarters.
The interior flooring consists of resilient, carpet and tile in the office / living quarters and epoxy resin
at the apparatus bays.
The ceilings will consist of hard drywall ceilings, acoustical ceiling tiles & grid and exposed to above.
New casework will be installed with solid surface countertops.
The day room will be equipped with a full kitchen containing residential appliances.
The building will be full sprinklered throughout. .
The primary HVAC system is VRF with radiant floor heat at the apparatus bays.
The electrical system will include lighting, power, P/A system, fire alarm, security system, site lighting
and a new generator.
The earthwork at the new foundation includes over excavation and backfilling with structural fill. The
soil beneath the proposed foundation is assumed to be clean, but unsuitable for use below the
proposed foundation, however we assumed the majority could remain on site.
New utility lines will be installed.

® Contaminated and/or polluted soil.
® Land acquisition has been excluded
® Premiums for non-standard work times.
® Cost associated to tariffs, while outside of contractor control, can significantly impact total project cost
if not proactively managed. Downes Construction will continue to monitor market conditions and
provide updated recommendations should these risks escalate.
Assumptions
* Costs based on a GC lump sum delivery method,
* The assumed start date is Q3 2025.
@ Abatement of hazardous materials was carried as an allowance, however, no specifications were
included in the Design Documents.
¢ Werecommend the Owner carry a contingency of at least 5% of the construction cost.
® The construction duration is 14 months,
* Adjacent existing building is assumed to be occupied during construction.
© The attached estimate does not include escalation, however if the project gets delayed, include an
additional 5% escalation per year.
Estimating Methodology
* Quantities extracted from construction drawings and specifications.
* Pricing based on Q1 2025 market rates and historical Downes project data.
* Unit costs based on in-house historical data, and recent comparable projects.
# Unit pricing includes labor, material, equipment, and general contractor markup.
* Trade cost structured by CSI Division
Next Steps
This estimate is intended to validate the budget, and project planning efforts. It is recommended that all major
scope assumptions be validated through continued coordination with the design team and Owner.

TRADE COSTS
010000 Project Requirements $ 388,116] $ 399,166 | $ 11,050 39.96
017400 Project Cleanliness $ 95,285} §$ 25,038 | $ (70,247) 2.51
021100 Contaminated Soil In Site In Site In Site “
022011 Hazardous Materials $ -| $ 30,000 | $ 30,000 3.00
024100 Building Demolition $ 174,086| $ 149,980] $ (24,106) 15.02
024119 Selective Demolition N/A N/A N/A -
033000 Cast-in-Place Concrete $ 380,643! $ 432,476) $ 51,833 43.30
042000 Unit Masonry $ 295,146| $ 557,191 | $ 262,044 55.79
050000 Structural Steel $ 411,506] $ 758,4791$ 346,973 75.94
051000 Miscellaneous Metals $ 47,838} $ 133,200] $ 85,362 13.34
060000 Rough Carpentry $ 28,971} $ 461,256) $ 432,285 46.18
06 3000 Finish Carpentry $ 48,523] $ 115,052) $ 66,529 11.52
070000 Thermal & Moisture Protection $ 598,330] $ 669,798 | $ 71,468 67.06
080000 Doors, Frames & Hardware $ 292,254} $ 304,455] $ 12,201 30.48
084100 Storefront & Curtain Wall $ 113,238 | $ 119,205] $ 5,967 11.93
090000 Drywall & Framing $ 335,817 | $ 244,586] $ (91,231) 24.49
093000 Tile $ 42,166 | $ 24,268 | $ (17,898) 2.43
095100 Acoustical Ceiling Tile $ 44,119 | $ 46,345 | $ 2,226 4.64
096500 Flooring $ 70,790} $ 136,6791$ 65,890 13.68
099100 Painting $ 85,249 | $ 63,209] $ (22,040) 6.33
100000 Misc. Specialties $ 1,688 | $ 2,189 | $ 501 0.22
101100 Visual Display $ -| $ 1,544 | $ 1,544 0.15
101400 Signage $ 15,449 | $ 30,757 | $ 15,308 3.08
102113 Toilet Compartments N/A N/A N/A -
102600 Wall & Door Protection $ 1,030 | $ 320] $ (710) 0.03
102800 Toilet Accessories $ 4,592 | $ 9,303 | $ 4,712 0.93
105100 Lockers $ 18,252|$ 13,600] $ (4,652) 1.36
119000 Misc. Equipment $ 15,154 | $ 68,335 | $ 53,181 6.84
120000 Furnishings $ 3,811 | $ 6,000 | $ 2,189 0.60
130000 Special Construction NIA N/A N/A -
140000 Elevators N/A N/A N/A -
210000 Fire Suppression $ 112,334] $ 96,894} $ (15,440) 9.70
220000 Plumbing $ 386,022 | $ 369,138 | $ (16,884) 36.96
230000 HVAC $ 1,137,261 | $ 1,077,257 | $ (60,004) 107.86
260000 Electrical, T/D, FA Security $ 951,815) $ 956,575) $ 4,761 95.77
310000 Sitework $ 906,942 | $ 1,661,237 | $ 754,295 166.32
TOTAL TRADE COST $ 7,006,424 | $ 8,963,530|$ 1,957,106 897.43
Gen Summary 1 of 2

INDIRECT CONSTRUCTION COSTS
0.0% Design & Estimating Contingency $ 700,643 | $ -| $ (700,643) -
0.0% Escalation $ 231,212] $ -| $ (231,212) -
General Conditions & Staffing $ 568,282 | $ 675,832|$ 107,550 67.66
PreConstruction wi Soft Cost | wi Soft Cost | w/ Soft Cost -
0.80% General Liability Insurance $ 68,052 w/ Below] $ — (68,052) -
Builder's Risk Insurance By Owner By Owner By Owner -
1.0% Local Building Permit & State Ed $ 85,746 | $ 91,966 | $ 6,220 9.21
0.00% CM Payment & Performance Bond $ 69,301 w/ Below | $ (69,301) -
0.0% Construction Contingency $ 261,957 w/ Below | $ (261,957) -
6.00% GC OH&P $ © ©449,693] $ 583,880/$ 134,186 58.46
TOTAL CONSTRUCTION COST “| $ 9,441,311 | $10,315,208 |$ 873,897 1,032.76
PROPOSED ALTERNATES
Export Premium to Unlined Landfill if
1 Polluted - Phase II $ 17,499 | $ 17,499 1.75
Export Premium to Lined Landfill if
7 Contaminated - Phase II $ 30,331 | $ $0,331 6.08
Add Structural Fill - Backfill Footings to
3 Slab Subgrade (+20% compaction) if $ 83,134 | $ 83,134 8,32
Import Required
TOTAL COST OF ALTERNATES $ 130,964|$ 130,964 13.11
Gen Summary
2 of 2

Field Office Power Hook-Up wi Trades
Fleld Office Furniture 1 Is $ 1,500 §$ 1,500
Storage Trailer 
NA
COMMUNICATION & TECHNOLOGY
Copier/Scanner Combo. 14 mos §$ 675 $ 9,450
Computer Equipment 1 ea § 2,500 $ 2,500
(T Support 14 mos § 300 $ 4,200
Intermet Setup 1 Is § 1,000 $§$ 1,000
Intermet Service 14 mos $ 440 § 6,160
Telephone Service - Field Office 14 mos $ 100 §$ 1,400
Cell Service (1.5 peopie) 14 mo $ 240 $ 3,360
Mangement Software Excluded
OFFICE SUPPLIES, REPRODUCTION & REPOGRAPHICS
Supplies - Office & Clerical 14 mos $ 200 $ 2,800
Water & Coffee 14 mos $ 200 $ 2,800
Drawing Reproduction 1 Is $ 5,500 $ §,500
Shop Drawing Reproduction 1 Is § 1,500 $ 4,500
Postage & Courier 1 ls $ 1,000 $ 1,000
Printing/Advertising 1 Is § 1,000 §$ 1,000
SAFETY & FIRST-AID
Safety & First-Aid (Hard Hat Stickers & Safety Kits) 1 Is §$ 3,500 $ 3,500
Safety Gear 4 Is $ 3,000 $ 3,000
Temporary Fire Extinguishers 1 ts §$ 2,500 $ 2,500
Safely Inspections 14 mos $ 750 $ 10,500
COVID19 Safety & Management NA
Background Checks & Drug Testing 
wi Trades
TRAVEL & VEHICLE
Travel Expenses (Vehicles - FIELD) 14 mos $ 350 $ 4,900
TEMPORARY FACILITIES & CONTROLS
Temporary Toilets for Workers - Service 2 days/wk - (incls 6 x 325/ea) 14 mos $ 1,950 $ 27,300
Temp Tollets for Trailer - Serv. 2 dysiwk - (1 x 750/ea) mos
Clean Existing Onsite Bathrooms mos
Dumpsters 30 pulls $ 850 $ 25,764
Smal! Tools & Equipment 1 Is $ 250 $ 250
Staging Areas wi Trade Cost
8' H Chain Link Fence Enclosure - Phase | (put up, maintain & remove) s00)—CUF 4375 $ 35,000
8' H Chain Link Fente Enclosure - Phase I! (put up, maintain & remove) 440 «(if 6 43.75 $ 19,250
Temp Double Gate - Phase | 1 ea §$ 300000 $ 3.000
Temp Double Gate « Phase 11 1 ea §$ 3,000.00 $ 3.000
Temp Fance - Maintenance/Mise. Addl 14 mos § 500 $ 7,000
Ladders (10°) wi Trades
Temporary Stairs wi Trades
Temporary Roads wi Trades
Temporary Enclosures wi Trades
Protect Flaor Openings wi Trades
Protect Wall Openings wi Trades
Temporary Doors wi Trades
Site Grounds Maintenance wi Trades
Scaffolding & Staging * ts $ 30,000.00 §$ 30,000
TEMPORARY UTILITIES
Temporary Electric Service wi Trades
Temporary Electric Lights & Wiring wi Trades
Electric Energy Consumption Allowance (trailer only) 14. mos $ 4,000 $ 70,000
Electric Energy Consumplion Allowance (temp construction) 14 mos wi Above
Temporary Environmental Controls - Heat & Cooling 1 yw §$ 55,000 $ 55,000
WINTER CONDITIONS
Temporary Heating & Cooling wi Trades
Snow Removal wi Trades
Winter Conditions (Exterior) wi Trades
Hay, Canvas, Heaters wi Trades
Stage & Enclose New Construction For Temp Heat wi Trades
Estimate Detal
1afl29

SIGNAGE
Misc, Signage (Wayfinding) 1 {is $ 1500 § 1,500
Job Sign 1 Is § 3.000 §$ 3,000
Project Signs NA
CONSULTANTS
Scheduling Consultants w' Staffing
Centified Payrol 14 mos $ 1,188 §$ 16 632
Engineering Layout w! Trades
Testing Laboratory By Owner
Architect's Fee By Owner
INSURANCE
Builder's Risk Insurance See Summary
Hold Harmless Insurance By Owner
Owner's Protective Insurance By Owner
PERMITS & FEES
Permit Fee See Summary
Parmit Fee - ADA - State See Summary
State Education Fee See Summary
Stormwater Permit NA
SECURITY
Watchmen/Security NA
Sacurity Badging NA
Camera/Alarm for Field Office 14 mo §$ 50 $ 700
PROJECT RECORDS & CLOSEOUT
Progress Photos w! Staffing
CHRO / MWBE Plan wi Staffing
Project Record Documents 1 Is 5 §000 $ 5,000
O&M Manual 1 ls §$ 5000 $ 5,000
Training Video 1 Is §& 8.000 $ 8,000
Demonstration & Tralning Support 4 Is §$ 4,000 $ 4,000
EXECUTION
Establish Building Control NA
Cutting and Patching existing condition verification allowance NA
MISCELLANEOUS
Ground Breaking NA
Miscellaneous General Expenses 14 mos $ 160 $ 4,100
TOTAL PROJECT REQ'S §$ 399,166
01 74 00 - PROJECT CLEANLINESS
PROGRESS CLEANING
Daily Clean-up (1 Part Time - 2 days/wk) wi Trades
Field Office Clean-up 14 mos §$ 1,075 $ 15,050
FINAL CLEANING
Final Cleaning 9,988 sf § 100 §$ 9,988
TOTAL CLEANING $ 25,038
02 11 00 - CONTAMINATED SOIL
CONTAMINATED SOIL
Contaminated Soil - transportation and disposal
TOTAL CONTAMINATED SOIL In Site
02 80 00 « HAZARDOUS ABATEMENT
HAZARDOUS ABATEMENT
Hazmat Allowance (referred to in table of contents - not provided) 9988 sf $ 3 § 30,000
TOTAL HAZARDOUS ABATEMENT $ 30,000
Estimate Detail 2af 29

Remove Existing Two Story Building (Phase Il) 6215 sf $ 20.00 $ 124,300
Remove Overhead Doars 6 ea §$ 200.00 wi Above
Remove Exterior Doors (Double) 2 ea §$ 150,00 wi Above
Remove Exterior Doors (Single) 7 ea § 100.00 wi Above
Remove Exterior Fire Escape 1 Is $ 1,000.00 wi Above
Remove Intarior Doors (Double) 2 ea $ 150.00 wi Above
Remove Interior Doors (Single) 13 ea §$ 100.00 wi Above
Remove Existing Interior Framed Walls 4,464 "o$ 1,50 wi Above
Remove Existing Framed Stairwel 104 sf § 30.00 wi Above
Remove Existing Second Floor Framing 6.085 sf §$ 500 wi Above
Remove Existing Exterior Framed Walls 8940 sf § 800 wi Above
Remove Existing Finish Flooring 8,651 sf §$ 1.00 wi Above
Remove Existing Drywall Ceilings 2582 sf $ 1,00 wi Above
Remove Existing Finished Flooring 6109 sf § 1.00 wi Above
Remove Exterior Windows 26 ea § 100.00 wi Above
Remove Existing Sloped Shingle Roofing & Framing 2602 sf $ 8.00 wi Above
Remove Existing Flat Membrane Roofing & Framing 3.772 sf § 6.00 wi Above
Remove Existing Exterior Framed Parapet 293 f §$ 2.00 wi Above
Selective Demol'tion: Remove Existing Exterior Railing 390CiédflC <GsSS 10.00 wi Above
Remove Existing Concrete Steps/Landings 70 sf §$ 2000 wi Above
Demolition Dumpsters 32 loads $ 80000 $ 25.680
Remove Compressor Shed (Phase |) 364 «sf S$ 20.00 wiSite
Remove Exist'ng Foundation Walls'Footngs & Slabs 364 sf S$ § 00 wiSite
Remove Storage Shed (Phase 1) 2360 sf: o$ 20.00 wiSite
Remove Existing Foundation Wails/Footings & Slabs 236 «6sf $ §.00 wiSile
TOTAL BUILDING DEMOLITION $ 149,980
02 41 19 - SELECTIVE DEMOLITION NIA
TOTAL SELECTIVE DEMO NIA
03 30 00 - CASTAN-PLACE CONCRETE
FOOTINGS, PIERS, & WALLS
Spread Footings (form, place, strip) 19 cy $ 1,042.00 $ 19,798
Spread Footings (F3.0 - 3' x 3' x 12"dp) § eB wi Above
Spread Footings (F4.0 - 4' x 4' x 12"dp) 14 ea wi Above
Spread Footings (F6.0 - 6' x 6’ x 14“dp) 3 «6ea wi Above
Spread Footings (F 15.0 - 6" x 15° x 14"dp) 4 ea wi Above
Formwork 418 sf wi Above
Concrete materials - 4,500 psi (+5% Waste) 20 ~—socy wi Above
Pour footings 19 cy wi Above
Reinforcement 0.8 ~~ ton wi Above
Install anchor balts (assumed 4/plate) 92 ea wi Above
Set & grout base plates 23.0 ea wi Above
Continuous Footing - Exterlor Walls (form, place, & strip) 45 cy §$ 585.00 § 26,325
Strip Footing - Exterior (WF3.0 - 3'w x12"dp) 206 if wi Above
Strip Footing - Exterior (WF2.0 - 2'w x12"dp) 147 if wi Above
Strip Footing - Exterior (WF2.0 - 2'w x12"dp) at Entry Doors 148sOt wi Above
Formwork 1,000 ~—s sf wi Above
Concrete materials - 4,500 psi (+5% Waste) 47°—ogy wi Above
Pour footings 45 cy wi Above
Reinforcement 1.8 ton wi Above
Continuous Foating - Interior Walls (form, place, & strip) 24 cyd §$ 585.00 §$ 14,040
Strip Footing - Exterior (WF3.0 - 3'w x12"dp) 214 if wi Above
Strip Footing - Exterior (WF2.0 - 2'w x12"dp) al Entry Doors 70 if wi Above
Formwork 568 sf wi Above
Concrete materials - 4,000 psi 25 cy wi Above
Pour footings 24 cy wi Above
Reinforcement 1.0 ton wi Above
Estimate Detail
Sof 29

Pilastars/Piers (CP4  20
x20
) 4 ea wi Above
Formwork (0'-4') 450 —sosf wi Above
Concrete matanals - 4,500 psi (+57 Waste) Ty cy wi Above
Pour pilaster & pers: & vy wi Above
Reinforcement 0.3 ton wi Above
Exterlor Walls - 0’ - 4' (Form, Place, & Strip) 87 «cy 6§ 945.00 $ 82,215
Foundation Walls - Exterior (16 w/8” Brickshelf) 282 if wi Above
Foundation Walls » Exterior (14” wi8” Brickshelf) 127 \f wi Above
Foundation Walls - Exterior Frostwalls (6") at Entrances 128 If wi Above
Formwork (0'-4'} 4046 sf wi Above
Form brickshelf (8"wx12"dp) 480 _— sf wi Above
Concrete materials - 4,500 psi (+5% Waste) 91 cy wi Above
Pump wal's 87 cy wi Above
Reinforcement 44 (on wi Above
Interlor Walls « 0° - 4' (Form, Place, & Strip) 20 cy $ 945.00 $ 18,900
Foundation Wal's - Interior Walls (8”) beléw Mezzanine Area 271 If wi Above
Formwork 1628 = sf wi Above
Form brickshelf (8°wx12"dp) - sf NIA
Concrete materials - 4,500 psi (+5%% Waste) 21 sey wi Above
Pump walls 20, «cy wi Above
Reinforcement 1.0 — ton wi Above
Elevator Pit (formwork, concrete & rebar) cy Excluded
Formwork sf NIA
Concrete materials - 3,000 ps! cy NIA
Concrete materials - 4.000 psi cy NIA
Concrete materials - 5,000 psi cy NIA
Pump walls & footings sy N/A
Pour & Finish structural mat cy NIA
Keyway If NIA
Install waterstop If N/A
Reinforcement ton NIA
UNDERPINNING
Under Pinning allw Excluded
SLAB ON GRADE
Slab on Grado Areas
Slab on Grade (10" wi #6 E.W. Epoxy Coated) 4174 sf § 1375 $ 67,393
Slab on Grade (6" wi #3 - 12"0c T&B) 6118 sf g¢ 1325 $ 67,814
Slab on Grade (4" wi WWM 6x6-1.4/1.4) at Entrances 3880 Osh 1100 $ 4,268
Concrete materials - 4,000 psi 235 ~—socy wi Above
Concrete materials - 5,000 psi 6 cy wi Above
Concrete material - slab haunches at Wench grates & apparatus doors 13° Oey wi Above
Moisture reducing agent 254 cy wi Above
Reinforcement 127 ton wi Above
Reinforcement - (WWM 6x6-1.4/1.4) 466 sf wi Above
Place & Finish 9,680 sf wi Above
Vapor Barrier 11,616 ~~ sf wi Above
Perimeter joints 752 If wi Above
Control joints 650 \f wi Above
SLAB ON DECK
Slab on Dack « Material & Labor 680 «sf 11.00 § 7,480
Concrete material (4000 ps: - Lightweight) - 5" thick 12 cy wi Above
Moisture reducing agent 12 cy wi Above
Reinforcement - (WWM 6x6-1.4/1.4) 816 ssf wi Above
Place & Finish 680 —s sf wi Above
Perimeter joints 230 Uf wi Above
Contro} joints 160 f wi Above
STAIRS - FLATWORK
Stair Pans & Landings 80 sf § 3900 $ 3,120
Stairs - Exterior - See Civil Concrete sf NIA
HOLLOW CORE PLANK
Hollow core plank sf NIA
Estimate Detail
4 pf 29

Generator Pads sf wiSite
Signage base ea wiSite
Misc.concrete pads sf wiSite
Stamped concrete sidewalk/patio (premium only) sf wiSite
Colored concrete sidewalk/patio (premium only) sf wiSite
Stamped and colored concrete sidewalk/patio (premium only} sf wiSite
Relaining wal! 3' - 5° sf wiSite
MISCELLANEOUS
Set Simpson Hold Down Foundation Anchor (SSTB20) 4 ea § 300.00 $ 1,200
Set Embedded Angles (Detail 6/S004) at Apparatus Bay Doors 94 f $ 12.00 $ 1,128
Set Trench Drains (Detail 4/$300) 170 If $ 12.00 $ 2,040
{install Rigid Insulation (2") » Verticle at Foundation Waits 2100 sf § 2.00 $ 4,200
Install Rigid Insulation (2") - Horizontal at S'ab on Grade Areas 9300 sf § 2.00 $ 18,600
Mise Housekeeping Pads 4 ils $ 5,000.00 $ §,000
Edge form depressed slabs 40 Hf §$ 1500 $ 600
Temp heat for concrete work 1 winter $ 10,00000 $ 10,000
Exterior Building Foundation Waterproofing (Detail 1/A510) 2,100 sf §$ 812 $ 17,052
Rigid Insulation - 2" Verticle at Conc Foundation (Detail 1510) 2,100 sf § 550 $ 11,550
Rigid Insulation - 2" Horizonta! at Conc Slab-on-Grade (Detail) 1/A510) 9300 sf §$ 5.50 §$ 51,150
Radon Pit - ea Excluded
Phasing Coordination - ea NIA
TOTAL CIP CONCRETE $ 432,476
04 20 00 - MASONRY
EXTERIOR WALLS
Exterior Wall (8") CMU Backup at Apparatus Bays (Detail 1/A510) 5480 sf § 33.50 §$ 183,580
Exterior Wall (8") CMU Backup at Entrance Columns (Detail 6/A510) 240 6hCUsf l G 3350 $ 804
Build-in & Set Exterior Welded Door Frames - Single 3 ea § 30000 $ 900
Build-in & Set Exterior Welded Door Frames - Double 1 ea § 450.00 $ 450
Set Loose Lintels (8'-16) at Apparatus Bay Overhead Doors 1 Is $ 600000 $ 6,000
Set Loose Lintels (8-16) at Apparatus Bay Storefront 1 ls $ 1,000.00 $ 1,000
Set Loose Lintels (4'-8') at Apparatus Bay Door, Louver & Window Openings 4 Is $ 3,000.00 $ 3,000
Brick Veneer at Service & Apparatus Bay Areas (Elevations A300 & A301) 996 sf $ 40.05 $ 39,890
Cast Stone Sill Band at Service & Apparatus Areas (Details 1/A510 & A/A610) 300) CFG 125.00 $ 37,500
Precast Cap at Entrance Columns (Detail 6/A510) 4 ea $ 600.00 $ 2,400
Brick Veneer at Entrance Columns (Elevation 4/4301) 70 «6sf 6 40.05 $ 2,804
Firestopping at Exterior Walls 368 «=f S$ 2000 $ 7,360
INTERIOR WALLS
Interior Masonry Partitions - 8° STC-48 (Type 1A) 4546 sf $ 33.60 $ 152,291
Interior Masonry Partitions - 8* STC-48 (Type 1A) at Mezzanine 752 sf § 33.50 §$ 25,192
Interior Masonry Partitions - 8" - 2 Hour Rated (Type 1B) 840 sf § 35.00 $ 29,400
Interior Masonry Partitions - 8° - 2 hour Rated (Type 1B) at Low Gable End 692 sf $ 35.00 $ 20,720
(nterlor Masonry Partitions - 6" STC-45 (Type 1C) 264 «sf § 36.00 $ 9,504
Bond Beam Headers (Per Drawing S102) 290 If § 5071 $ 14,706
Beam Pockets for Structural Steel Beams 78 ea §$ 8000 §$ 6,240
Build-in & Set Exterior Welded Door Frames - Single 10 ea § 30000 $ 3,000
Build-in & Set Exterior Welded Door Frames - Double 4 ea §$ 450.00 §$ 1,800
Build-in & Set Exterior Steel Channel Frames at Overhead Doors 6 ea $ 1,200.00 $ 7,200
Firestopping at Interior Walls 70 fo§ 20.00 $ 1,400
MISCELLANEOUS GENERAL REQUIREMENTS
Scaffolding & Staging 1 ts $$ 30,000.00 wi Above
Expansion Joints 4 is §$ 50.50 §$ 51
Phasing Coordination - ea NIA
: TOTAL UNIT MASONRY $ 557,191
Estimate Detail Saf 279

Steal Columns (HSS 4x4x3/8) 39 If wi Above
Stee! Columns (HSS 5x5x1!2) 62 (f wi Above
Stee! Stub Columns (HSS 6x6x1/2) $ {f wi Above
Steal Stub Columns (HSS 4x4x3/8) 5 If wi Above
Stee! Stub Columns (HSS 7x7x1/2) 6 If wi Above
STRUCTURAL STEEL - BEAMS & PURLINS 34.09 tons $ 6325.00 § 215,619
Steel Beams (W10 x 22) at Mezzanine 72 if wi Above
Steel Beams (W110 x 45) at Mezzanine 32.—CidU wi Above
Steel Beam (W10 x 22) at Entrance Canopy 69 If wi Above
Steel Beam (C10 x 20) at Entrance Canopy 13st wi Above
Steel Ridge Beam (W10 x 54) at Sloped Roof Areas 72 If wi Above
Steel Purlins (C10 x 30) at Sloped Roof Areas 1,983 \f wi Above
STRUCTURAL STEEL - ROOF TRUSSES 28.81 tons § 6,325.00 $ 182,223
Steel Roof Trusses (Truss 1 - Detail 1/S200} 1 ea wi Above
Steal Roof Trusses (Truss 2 - Detail 2/S200} 2 ea wi Above
Steel Roof Trusses (Truss 3.1 - Detail 3,1'S200} 2 ea wi Above
Sterl Roof Trusses (Truss 3.2 - Detall 3.2/S200} 1 ea wi Above
STRUCTURAL STEEL - BRACING & HEADERS 6.20 tons §$ 6325.00 $ 39,215
Steel Truss Bracing (C10 x 20) for Partitions 278 of wi Above
Stee! Brating (W10 x 54) at Bottom Chord 411 If wi Above
Steel Header Beam (W18 x 35) at Large Opening Areas 24 \f wi Above
MISC, FRAMING 5.73 tons $ 632500 §$ 36,242
Steel Angle (Note A - L3"x3"x1/4") at Mezzanine Deck 140 lf wi Above
Steel Plate [Note 6 - TAD) at Mezzanine Deck 34 If wi Above
Steel Ang'e (Note A - L4"x4"x1/4") at Roof Deck 202 —siIf wi Above
Steel “X" Bracing (L4x4x1/4") at Sloped Roof Areas 111 if wi Above
Steel Edge Support Angle (L3x3x3/8") at Ridge Beam 34 if wi Above
Structural Steel: Steel Edge Support Angle (L4x4x3/8") al Overhang 263 if wi Above
Structural Steel: Steel Edge Support Angle (L4x4x3/8") at Sloped Overhang 251 If wi Above
Structural Steel: Steel Outriggers Angle (L4x4x3/8") at Ovarhang 319 \f wi Above
CONNECTIONS
Connections & Bridging - 15% 12.09 tons § 6,325.00 §$ 76,479
Moment Connections at Outriggerrs 60 ea §$ 1,224.00 §$ 73,440
Base Plates (BP 1) 9 ea § 300.00 $ 2,700
Base Plates (BP2) 2 ea $ 300.00 $ 600
Base Plates (BP3) 9 ea $ 300.00 $ 2,700
Base Plates (BP4) 3 ea § 300.00 $ 900
Anchor Bolts 92 ea §$ 90.00 §$ 8,280
Bearing Plates & Anchor Bolts 78 ea § 190.00 §$ 14,820
DECKING
Steel Floor Deck (D1) 1-1/2" - 22 Gauge 680 sf § 8.50 $ 5,780
Steel Roof Deck Sloped (D2) 1-1/2" - 22 Gauge 11,216 sf §$ 5.61 $ 62,922
MISCELLANEOU