WI0800091_GEO THERMAL_20041025

David Heatherly, Executive Vice President
Coastal Carolina Community College
444 Western Boulevard
Jacksonville, NC 28546
October 25, 2004
Michael F. Easley, Governor
William G . Ross Jr., Secretary
No r th Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E . Director
Division of Water Quality
Ref: Notification of intent to construct Type 5QW injection wells
Dear Mr. Heatherly:
In accordance with the notification submitted to the Underground Injection Control Program dated September
27, 2004, the Aquifer Protection Section acknowledges Coastal Carolina Community College's intent to
construct [78] closed-loop geothermal water-only injection wells for the operation of a ground-source heat
pump system. The system as described in your notification is deemed permitted by rule (North Carolina
Administrative Code Title 15A: 2C.02 l l(u)(2)) and will not require an injection well permit from the state, but
you should check with your county health department prior to constructing the system because they may have
additional construction or permitting requirements for this type of system. If you modify your system at any
time, including the addition of antifreeze, corrosion inhibitors, or any other substances to the circulating fluid,
you must contact the Aquifer Protection Section to verify compliance with applicable rules.
Thank you for submitting this notification. If you have any questions regarding geothermal heat pump wells or
injection well rules please contact me at [phone] or Evan Kane at [phone].
Aquifer Protection Section
Internet : http://h2o.enr.state.nc.us
1636 Mail Service Center
2728 Capital Boulevard
Best Regards,
Thomas Slusser
Hydrogeologkal Technician II.
Underground Injection Control Program
Raleigh, NC 27699-1636
Raleigh, NC 27604
NirthCarolina
;vnt11mll!f
Phone [phone] Customer Service
Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer -50% Recycled/10% Post Consumer Pape r
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES__
NOTIFICATION OF INTENT TO CONSTRUCT A CLOSED -LOOP
GEOTHERMAL WATER -ONLY INJECTION WELL SYSTEM
(GROUND COUPLED HEAT PUMP)
Type 5QW Wells
In Accordance with the provisions of NCAC Title I5A: 42C.0200
Complete application and mail to address on the back page.
This is not the proper form to be used for injection wells in an open -loop geothermal system.
Do not use this form for systems that circulate anv substances other than water.
TO: DIRECTOR, NORTH CAROLINA DIVISION OF WATER QUALITY
DATE: Sept 27 , 2004
A. SYSTEM CLASSIFICATION Does the proposed system circulate potable water in continuous ra
piping that completely isolates the fluid from the environment?
�s
YES X If yes, then continue completing this form. N
N
111
C
D
NO If no, do not complete this form. Form GW-57 HP, Application For
Permit To Construct AndlOr Use A Well(s) For Injection With A Heat
Pump System, should be completed.
SYSTEM FLUID Will any additives be introduced to the system's circulating heat transfer
fluid? This includes, but is not limited to corrosion inhibitors and/or antifreezes.
YES If yes, do not complete this form. Form GW-57 HP, Application For
Permit To Construct And/or Use A Well(v) For Injection With A Heat
Pump System, should be completed.
NO X If no, then continue completing this form.
PROPERTY OWNER
Name: Coastal Carolina Community College
Address: 444 Western Blvd
City: Jacksonville State: _NC_ Zip Code: 28546_ —
County: Ouslow Telephone: _ __ _9I0-455-1221
STATUS OF PROPERTY OWNER
Private: Federal: Commercial:
State: , Municipal: X, Native American Lands:
Ver.3/01 GWJUIC-57CL Page 1 of
ro
R?

E. JOB (SITE) DATA
(Fill out ONLY if the Status of Owner is Federal, State, Municipal or Commercial).
Name of Business or Facility: _Coastal Carolina Community College ________ _
Address: ________ 444 Western Blvd _________ _
City:_Jacksonville __ State: _NC_ Zip Code: _28546_ County: _ Onslow __
Telephone: __ 910-455-1221 ___ Contact Person: __ David Heatherly ___ _
Standard Industrial Code(s), SIC, which describes commercial facility: ________ _
F. HEAT PUMP CONTRACTOR DATA
Name: Humphrey Mechanical, Inc
Address: 2421-A Marine Blvd
City: Jacksonville
Telephone: [phone]
State: NC Zip Code: 28546 County: Onslow
Contact Person: -=Oti-=·=-s =M=ars=h=bum='----------
G. CONSTRUCTION DATA (check one)
Ver.3/01
____ EXISTING WELL(S) being proposed for use as a ground-coupled heat pump
well(s ). Provide the information in (1) through ( 4) below to the best of your
knowledge. Attach a copy of Form GW-1 (Well Construction Record) if available.
X PROPOSED WELL(S) to be constructed for use as a ground-coupled heat pump
well(s) . Provide the information in (1) through (4) below as PROPOSED
construction specifications. Submit Form GW-1 after construction.
(1) Well Drilling Contractor's Name: Coastal Geothermal 910-353-0926 Mike Hadlev
NC Contractor Certification number: NC -2082 Sanford Sweeting
Date to be constructed Oct-2004 __ Number of borings: __ 78 _____ _
Approximate depth of each boring (feet): __ 200 ____________ _
(2) Well casing: Is the well(s) cased?
(a) YES __ If yes, then provide the casing information below.
Type: Galvanized steel __ Black steel __ Plastic __ Other (specify) ____ _
Casing depth: From ___ to ___ ft. (reference to land surface)
Casing extends above ground ____ inches
(b)NO _X ___ _
(3) Grout (grout the vertical length of the borehole to a minimum depth of20 feet b.l.s.):
(a) Grout type: Cement__ Bentonite_x_ Other (specify) ______ _
(b) Grouted surface and grout depth (reference to land surface):
_x_ around closed loop piping; from .JL to 200 (feet).
__ around well casing; from __ to __ (feet).
NOTE: TIIE WELL DRILLlNG CONfRACTOR CAN SUPPLY TIIE DATA FOR EITHER EXISTING OR
PROPOSED WELLS IF TIIlS INFORMATION IS UNAVAILABLE BY OTIIER MEANS.
GW/UIC-57CL Page2 of4
G. INJECTION -RELATED EQUIPMENT
Attach a diagram showing the engineering layout of the injection equipment and exterior piping/tubing
associated with the injection operation. The manufacturer's brochure may provide supplementary
information.
H. LOCATION OF WELL(S) Attach two maps.
(1) Include a site map (can be drawn) showing: buildings, property lines surface water bodies,
potential sources of groundwater contamination and the orientation of and distances between the
proposed well(s) and any eusting well(s) or waste disposal facilities such as septic tanks or drain
fields located within 200 feet of the ground -coupled heat pump well system. Label all features
clearly and include a north arrow.
(2) location map referencing the site to two nearby permanent reference points (such as roads,
streams and highway mtersectmons).
(3)
PERMITLIST: Attach a list of all permits or construction approvals that are related to the site.
Examples include-
(1) Hazardous Waste Management program permits under RCRA
(2) NC Division of Water Quality Non -Discharge permits
(3) Sewage Treatment and Disposal Permits
K. CERTIFICATION
"I hereby certify, under penalty of law, that I have personally examined and am familiar with the
information submitted in this document and all attachments thereto and that, based on my inquiry of those
individuals immediately responsible for obtaining said information, I believe that the inforrtmation is true,
accurate and complete. I am aware that there are significant penalties, including the possibility of fines
and imprisonment, for submitting Use information. 1 agree to construct, operate, maintain, repair, and if
applicable, abandon the ground -source heat pump system and all related appurtenances in accordance
with the approved specifications and conditions of the Permit."
E.Cec.4: V�e (SWature ofLWdl Owner or Autho ' Agent)
Vr-t e Pius; d e f t
If authorized agent is acting on helwr f of the well mvner,
please supply a letter signed by the owner
authorizing the ahove agent L
Ver.3101 GW/UIC-57CL Page 3 of 4

L. CONSENT OF PROPERTY OWNER (Owner means any person who holds the fee or other property
Ver.3/01
rights in the well being constructed. A well is real property and its construction on land rests ownership in
the landowner in the absence of contrary agreement in writing.)
If the property is owned by someone other than the applicant, the property owner hereby consents to
allow the applicant to construct each injection well as outlined in this application and that it shall be the
responsibility of the applicant to ensure that the ground-source heat pump system's well(s) conforms to
the Well Construction Standards (Title 15A NCAC 2C .0200)
(Signature Of Property Owner If Different From Applicant)
Please return two copies of the completed Application package to:
UICProgram
Groundwater Section
North Carolina DENR-DWQ
1636 Mail Service Center
Raleigh, NC 27699-1636
Telephone [phone]
GW/UIC-57CL Page4 of4
MSN Maps & Directions - Map Print
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5tantec Consulting Services, Inc.
801 Jones Franklin Road Suite 300
Raleigh NC 27606
Tel. [phone] Fax: [phone]
www.stantee.com
StantEC
DESIGN DEVELOPMENT SUBMITTAL
for
GEOTHERMAL HEAT PUMP PROJECT
of
COASTAL CAROLINA COMMUNITY COLLEGE
95 MARCH 2O02
!❑ #00527701 DCC #1167
auivogs Stantec Project No. 70600150
Ewrownd
Endswal
TranspoNqun
Urban Land

Stantec
DESIGN NARRATIVE
CCCC — Geothermal Heat Pump Project
ID #00527701 DCC #1157
5tantec #70600150
15 March 2002

70600150 CCCC DESIGN DEVELOPMENT DESIGN NARRATIVE, REV 0
COASTAL CAROLINA COMMUNITY COLLEGE
GEOTHERMAL HEAT PUMP SYSTEM
DESIGN DEVELOPMENT
DESIGN NARRATIVE
REVISION0
BY
TONY LEWIS, PE
STANTEC CONSULTING
January 28, 2002
I.D. Number 00527701
DCC Number1167
PAGE 1
70600150 CCCC DESIGN DEVELOPMENT DESIGN NARRATIVE, REV O PAGE 2
Background
Coastal Carolina Community College is located in Jacksonville, North Carolina. The
College has four buildings requiring full replacement of their HV AC systems:
► Leaming Resources
► Student Center
► Classroom A
► Administration
[The original work scope for this project included 3 other buildings. It was determined at
the Schematic Design level that there was inadequate funding to do all seven buildings.
The owner and designer agreed to revise work scope to renovate only the four buildings
listed above. The Opinion of Probable Construction Costs indicates that the four building
HV AC systems can be renovated for the available funds.]
Each of these buildings is served by a central chiller and hot water boiler, with
underground piping provided to the VA V type air handlers in each building. The chiller
and boiler are approaching end of service life, and the College has experience numerous
problems with the underground piping failing. In addition, the level of zoning for the
existing AHU is inadequate.
The objective of this HV AC upgrade is to replace the existing HV AC systems with a
more energy efficient system, and bring the system design up to current building code,
including ventilation for the maximum number of occupants. A new HV AC system,
based upon geothermal, or ground source heat pumps (GSHP) was chosen to provide
energy efficiency, improving zoning within the buildings, and eliminate the problems
experienced with the central chiller, boiler and distribution piping.
To enhance energy efficiency, and flexibility of operation, the basic HV AC system for
each building is divided as follows:
Normal heating and cooling is provided by water to air heat pumps, served by a common
distribution pump and well field. These units are placed into new zones, and provide for
conditioning due to building and personnel loads only.
Ventilation is provided by dedicated outdoor air units (OAU), using 100% OA, energy
recovery wheels, and water to water geothermal heat pumps to condition ventilation air to
neutral conditions, and provide to each zone.
Heating and cooling loads
Heating and cooling loads for each zone in each building was calculated using input from
College personnel, and Carrier's Hourly Analysis program. As noted above, the air to
water heat pumps in each zone will provide for conditioning the air due to personnel and
building loads only. In most cases, the total HV AC loads for each building have gone up
over the original design values, due to increase in occupants, and new electronic devices,
such as personal computers.
70600150 CCCC DESIGN DEVELOPMENT DESIGN NARRATIVE, REV 0 PAGE3
Ventilation loads
Current design code requires the system to provide 15 cubic feet of ventilation air per
minute (15 cfm) per occupant. College personnel provided the occupancy for each
building, and the ventilation air system as sized accordingly. At Jacksonville, the outside
air temperature can drop occasionally below 20 degF in winter and rise above 100 degF.
To cool outside air to a neutral temperature and dehumidify will require more capacity
than originally installed. The lack of extra cooling capacity for the ventilation air of the
existing system contributes to occupant complaints when the building is fully occupied,
and especially important in the ~ibrary and classrooms, where high occupancies can
occur.
Design considerations
The major design considerations used to select the replacement system include:
1. The replacement system should be as energy efficient as practical and as
economically justified.
2. Natural gas or propane are not available for heating.
3. The occupancy of the buildings can vary greatly over the day. The new system
should be flexible to adjust to the needs of the buildings and their occupants.
4. A modern ventilation and exhaust system should be provided to meet the maximum
number of occupants for the building, as per code requirements.
5. Maintenance required for equipment should be minimized.
System description
The basic proposed replacement HV AC system for each building is summarized below:
Normal heatin g and coolin g: Provided by water to air geothermal heat pumps for most
zones. A common well field would be provided for the units outside each building, away
from parking or traffic. Distribution pumps could be placed in the mechanical rooms.
Each GSHP would be controlled by a local programmable thermostat. The water
distribution system to each GSHP would use a variable frequency drive (VFD) to adjust
water flows to the needs of the GSHP ( each GSHP has a two way valve that shuts off if
the unit is not running). The GSHP are provided with a reverse return piping system to
insure balanced flow to each unit. A make up water system with alarm is provided to the
water loop.
New ductwork and diffusers/grilles are provided in each zone.
Ventilation air: Ventilation air for each building will be provided by a dedicated central
air-handling unit, which would use water-to-water heat pumps for heating and cooling
water, in addition to energy recovery. The ventilation air handler would be provided with
appropriate filtration, fan, and water coil. Cooling or heating water (depending upon the
needs of the building) would be provided by dedicated water-to-water heat pumps; a
dehumidification coil will also be provided. Heating water for the dehumidification
(reheat) coil is provided by the condenser water from the water-to-water heat pumps
before it returns to the well field.
70600150 CCCC DESIGN DEVELOPMENT DESIGN NARRATIVE, REV 0 PAGE4
A well field, separate from the water to air heat pump fields, could also be placed near
the buildings, away from traffic or parking, and distribution pumps provided in the same
general area of the heat pumps.
The central ventilation unit will provide 100% outside air, conditioned to a nominal
"neutral" condition of 72F +/-SF and 50% RH or less. The ventilation air will be
provided directly into each zone, separate from the air to water heat pumps and their duct
system. The ventilation air handlers will be programmed to run as per a defined
occupancy schedule for each building.
To minimize the first cost associated with the drilling of geothermal wells, an energy
recovery unit is proposed for use with the central ventilation air-handling units. Energy
recovery units are capable ofreducing the ventilation load by up to 50% by using the
exhaust air stream to "pre condition" the incoming outside air, thereby the lowering
heating or cooling energy by the geothermal water to water heat pumps.
Exhaust air: An exhaust air duct system would be provided to exhaust air from the zones
of the building. An exhaust fan, located in the central ventilation AHU would exhaust air
from the building and push it through the energy recovery unit.
Well fields: Well fields for both normal HV AC and ventilation units are to be located
near each building they serve. The well fields for the ventilation units are to be piped
separate from the normal well fields. The nominal design characteristics of the well field
are as follows:
bore hole depth: 200'
well piping size : 1"
well diameter: 4"
grout: benonite (thermally enhanced)
grout depth: full length
borehole spacing: 20' apart
heat load: 1 ton per well
Wells will be placed to insure that they will not be under sidewalks or parking areas, or
other areas that may be exposed to vehicular traffic. Consideration is also given to future
campus plans to avoid having the wells covered up by structures -at a later date.
Wells will be grouped into distinct circuits that can be easily isolated if a leak were to
occur. Wells will also use reverse return piping to insure balanced flow to each well.
Note that each well field will have unique well depths and spacing to reflect the actual
usage and loads by the HV AC system that it serves.
The design program GLHEPRO was used to design the well fields for each building.
70600150 CCCC DESIGN DEVELOPMENT DESIGN NARRATIVE, REV 0 PAGES
Controls: Each of the water to air "normal load" GSHP will use a local programmable
thermostat to cycle the units on and off. The central pump will use a VFD to provide
water flow as dictated by the GSHP, which are provided with two way valves.
The central ventilation air handlers will use local DDC controls to stage the water-to-
water HP, and adjust water coil flows as needed to condition the outside air to neutral
values. The DDC will be programmed to run only when the building is occupied. The
ventilation A.HU will be shutdown upon receipt of signal from fire alarm signal.
Likewise, the A.HU will have duct detectors, and send signal to fire alarm system if
smoke is detected.
Design software
The HV AC systems are designed using a combination of commercially available
programs. Trane SYSTEM ANALYZER is used to calculate overall building heating
and cooling loads (without ventilation loads), and its output will be used by GLHEPRO
to size the geothermal well field. The thermal characteristics of the ground near the
Pavilion are to be provided by a subcontractor to the College. Carrier's HOURLY
ANALSYS PROGRAM (HAP) is used to size the individual equipment within each
zone.
For the central ventilation AHU, Stantec has developed a spreadsheet to calculate ton-
hours for a 100% OA unit, using PMTHERM to calculate heating and cooling loads,
based upon BIN hours . This output is used by GLHEPRO to design the well field for the
water-to-water heat pumps. Note that neither HAP or ~YSTEM ANALYZER will
accurately simulate a 100% OA unit.
Other design considerations
Architectural: All proposed modifications would take place above a drop ceiling
(ductwork and water to air heat pumps) or in mechanical rooms. No architectural
modifications have been identified.
Structural: No structural modifications should be required. A floor load analysis will be
performed for the new ventilation units placed in penthouses.
Electrical: An inspection of the existing electrical panels revealed that most are already
fully utilized. As a minimum, new service panels dedicated to the GSHP and ventilation
units will be provided. If a building's electrical load exceeds a safe value, new electrical
service will be provided to that building. A separate Electrical design narrative is
included.
Fire protection: The ventilation A.HU will be provided with duct detectors, and tied to
the fire alarm system, such that they will shut down up activation of the fire alarm
system, or the duct detectors.
Site/civil: Wells and well fields must be located such that they do not interfere with
existing underground utilities such as sanitary or storm sewer. Underground utilities
must be located prior to drilling. All wells are "closed loop", using fused plastic piping to
avoid contamination of the soil. Antifreeze will not be used in the well loops.
Alternate HVAC Designs
70600150 CCCC DESIGN DEVELOPMENT DESIGN NARRATIVE, REY 0 PAGE6
Two alternate HV AC systems were considered for this project:
1. Water source heat pumps, using oil fired boiler and cooling towers, and
2. Fan coil units, with oil-fired boiler and air-cooled chiller.
Both alternate systems have total life cycle costs higher than a geothermal heat pump
system. The systems also have the following disadvantages as compared to a geothermal
system:
• Since natural gas is not available, oil fired boilers would be required to provide heat
to central loop ( cheaper than electrical boiler).
• For water source heat pumps, new cooling towers would be required at each building,
along with higher maintenance costs.
• For fan coil systems, air cooled chillers would be required, which have a lower
efficiency than geothermal heat pumps.
Summary
1. The existing HV AC systems in four buildings on the campus are to be replaced
with high efficiency geothermal heat pump systems. This will increase efficiency
and enhancing zoning within each building. ·
2. Water to air geothermal heat pumps will be used to provide heating and cooling to
the interiors of the four buildings. These GSHP will use a common well field and
distribution pumping system, and local programmable thermostats.
3. A central 100% outside air ventilation AHU will be used to provide ventilation air
to each zone, using water-to-water heat pumps and energy recovery wheels. The
central AHU will supply "neutral" air to each zone. Air will be returned to the
central ventilation AHU via an exhaust fan, and fed to an energy recovery unit,
which will reduce energy costs. A water coil and reheat water coil will be
provided to fully condition the outside air, and these coils will use water to water
heat pumps to provide either heating or cooling. A separate well field will be
provided for these GSHP.
4. A standalone control system will be provided to control the ventilation air
handlers.
5. Installation of the GSHP will require new electrical panels in each building, and
possibly new services for each building as well.
COASTAL CAROLINA COMMUNITY COLLEGE
MULTIPLE BUILDINGS
I.D. Number 00527701
DCC Number1167
DESIGN DEVELOPMENT NARRATIVE
ELECTRICAL
POWER DISTRIBUTION
Four buildings are to be retrofitted with geothermal heat pumps. The specific electrical
requirements of each of the buildings are explained below .
Administration Building
The Administration Building requires a new 480Y/277 Volt, 250 Amp. panel to power all
its new heat pumps. The new panel will be energized from the existing service entrance
main panel.
Electrical demolition in the Administration Building will consist of existing electrical
infrastructure that is not associated with the new geothermal system.
Classroom #1 Building
Classroom # 1 Building requires a new service entrance main panel. Its existing
208Y/120 Volt, 225 Amp. main panel must be replaced with one having a 400 Amp.
capacity. To effect this change, the utility feeder must also be replaced with conduit and
cable of sufficient size to provide the required 400 Amps. The replacement main panel
will energize a new 208Y/120 Volt 225 Amp. panel that will power all of Classroom #1
Building's new heat pumps.
Electrical demolition in Classroom #1 Building will consist of existing electrical
infrastructure that is not associated with the new geothermal system.
Classroom #1 Building shares a utility power transformer with the Student Center
Building and the Leaming Resource Building. All three buildings will be de-energized
during work to replace Classroom Building #1 's main panel and utility feeder. With as
much preparation as possible being made prior to de-energization, the electrical service
work should be able to be effected over a planned three day weekend.
Student Center Building
The Student Center requires a new 208Y/120 Volt, 225 Amp. panel to power all its new
heat pumps. The new panel will be energized from the existing Panel DP .
Page -1
Job No. 70600150
Electrical demolition in the Student Center will consist of existing electrical
infrastructure that is not associated with the new geothermal system.
Because it shares the same utility transformer, the electrical utility source to the Student
Center will be interrupted for the time required to make changes Classroom #1 Building's
electrical service.
Learning Resource Center Building
The Leaming Resource Center requires 208Y/120 Volt Panel C to be relocated to make
space for new mechanical equipment to be installed. The Leaming Resource Center will
also require two (2) new panels to be installed. A 208Y/120 Volt, 225 Amp panel is to be
installed on the Center's first floor. This panel will feed a 208Y/120 Volt, 100 Amp
panel to be located on the Center's second floor. Both panels will power all of the
Leaming Resource Center's new heat pumps on their respective floors.
Electrical demolition in the Leaming Resource Center will consist of existing electrical
infrastructure that is not associated with the new geothermal system.
Because it shares the same utility transformer, the electrical utility source to the Leaming
Resource Center will be interrupted for the time required to make changes Classroom #1
Building's electrical service ..
MISCELLANEOUS
All work will be performed in accordance with NFPA 70, National Electrical Code, 2002
Edition, and the design criteria ofDFS, and Coastal Carolina Community College.
Design per 2001 North Carolina State Building Code as applicable.
The electrical system will be installed and tested in accordance with the constraints set
forth by the project construction guidelines. Electrical installations will require close
coordination with regard to scheduling of the work with all other trades and Coastal
Carolina Community College.
Electrical system elements serving Coastal Carolina Community College will be designed
for seismic code compliance.
Page - 2
Job No. 70600150
Stantec
OPINION OF PROBABLE
CONSTRUCTION COSTS
CCCC -- Geothermal Neat Pump Project
0 #00527701 DCC # 1167
Stantec #70600150
15 March 2002

7
ID 00527701 DCC 1167
COASTAL CAROLINA COMMUNITY COLLEGE
GEOTHERMAL HEAT PUMP PROJECT
DESIGN DEVELOPMENT DOCUMENTS
SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COSTS
STANTEC PROJECT 70600150
I BUILDING
STUDENT CENTER
LEARNING CENTER
CLASSROOM #1
ADMINSTRATION
TOTAL
AVAILABLE FUNDS
CONTINGENCY
ITOTAL
COSTS
$334,342
$373,907
$237,095
$245,459
1 $1,19o,ao3 I
$1,200,000
$62,500
l
01/021/02
~
Stantec
Opinion of Probable Construction Cost
Design Development Documents
Stantec Project No. 70600150
1.0. No. 00527701
DCC No. 1167
DESCRIPTION
DIVISION 1 -GENERAL CONDITIONS
DIVISION 2 -SITEWORK
DIVISION 3 -CONCRETE
DIVISION 4 -MASONRY
DIVISION 5 -METALS
DIVISION 6 -WOOD & PLASTIC
Administration Building
Coastal Carolina Comm. College
Jacksonville, NC
DIVISION 7 -THERMAL & MOISTURE PROTECTION
DIVISION 8 -DOORS & WINDOWS
DIVISION 9 -FINISHES
DIVISION 10 -SPECIALTIES
DIVISION 11 -EQUIPMENT
DIVISION 12 -FURNISHINGS
DIVISION 13-SPECIAL CONSTRUCTION
DIVISION 14-CONVEYING SYSTEMS
DIVISION 15 -MECHANICAL
15.1 -PLUMBING
15.2 -HVAC Equipment
15.3 -FIRE PROTECTION
DIVISION 16 -ELECTRICAL
,QUALIFICATIONS:
TOTAL
1,020
212,276
1,020
31,143
$245,459
% TOTAL $/SQ.FT.
0.4% $0.14
86.5% $30 .09
0.4% $0.14
12.7% $4.41
100.0% $34.80
COST OPINION -SUMMARY
Stantec Consulting
Project:
Location:
Coastal Carolina Comm . College
Jacksonville, NC
Adm inistration Bu il ding
Building Area (SF): 7 ,054
'DESCRIPTION
DI V ISION 1 • GENERAL CONDITIONS
DIVISION 2 -SITEWORK
DIVISION 3 -CONCRETE
DIVISI ON 4 -MASONRY
DIVISI O N 5 -METALS
DIV ISION 6 -WOOD & PLASTIC
DIVISION 7 -THERMAL & MOISTURE PROTECTION
D IVISION 8 -DOORS & WINDOWS
DIVI S ION 9 -FINISHES
DIVISION 10 -SPECIAL TIES
DIVISION 11 -EQUIPMENT
DIVIS ION 12-FURNISHINGS
DIVISION 13 • SPECIAL CONSTRUCTION
DIVISION 14 · CONVEYING SYSTEMS
DIVISION 15 -MECHANICAL
15 .1 -PLUMBING
15.2 -HVAC Equipment
15.3 -FIRE PROTECTION
DI VISIO N 16 • ELECTRICAL
SUMMARY SUBTOTALS
Date:
Preparer:
Reviewer:
Proj~ct #:
II MANHOURS I
01/021/02
Ken Pearce
70600150
MATERIALS
641
95 ,125
641
14,909
111 ,317
LABOR
684
180,557
684
25 ,536
207,460
GENERAL CONTRACTOR'S OVERHEAD @;
GENERAL CONTRACTOR'S FEE @
SUBTOTAL
LOCAL COST MULTIPLIER @
SUBTOTAL
LEVEL? CONTINGENCY @
TOTAL CONSTRUCTION COST
EQUIPMENT I
77%
I
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
/ CONSTRUCTION DOCUMENTS
I /OTHER
TOTAL I %OF TOTAL $/SQ.FT.
(w/markup)
1 ,325 0.54% 0.19
550.00%
550.00%
275,683 112 .31 % 39 .08
1,325 0.54 % 0.19
40,445 16.48% 5 .73
318,778
~ 318,778
(73,319) (10.39
245,459
$245.459 II 100.00%11 34 .ao I
COST OPINION -DIVISION 2 -SITEWORK
Stantec Consulting
Project: Coastal Carolina Comm . College Date : 01/021/02
Location: Jacksonville , NC
Administration Building
Building Square Footage:
'DESCRIPTION
Landscaping
DIVISION 2 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
7054 Project #: ##########
II
QUANTITY II H~':s I NO. I UNIT
1 project
NC SALES TAX-MATERIAL@ 6 .0%
WC&PRTAX-LABOR@ 13.0%
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
10 .0%
MATERIAL
I UNIT COST
1.00 500
500
30
530
53
583
58
I I 641 II
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I CONSTRUCTION DOCUMENTS
I /OTHER
LABOR
I
EQUIP-TOTAL
UNIT I COST MENT COST
1.00 500 1,000
500 1,000
30
65 65
565 1,095
57 110
622 1,205
62 120
I 68411 I 1,325
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 15.2 -HVAC
Stantec Consulting
Project: Coastal Carolina Comm. College 01/021/02
_Location: Jackso nville , NC Preparer :
Administration Building Reviewer:
Building Square Footage: 7054 Project#:
iloESCRIPTION
+
QUANTITY
I UNIT
r°emo I
"Demo Dual-duct boxes 48 ea
Demo exhaust fan 2 ea
!'Demo supply Fan 2 ea
Demo Return fan 2 ea
Hot water coil 2 ea
Chilled water coil 2 ea
l'Filter rack 4 ea
Gravity intake vent 2 ea
Demo diffusers 115 ea
Demo pumps 4 ea I Demo chilled water pipe 280 LF
Demo steam piping 256 LF
Demo humidifier 1 ea
I Demo ductwork
M "w ide 30 LF
30 "wide 12 LF
20"-24"wide 100 Lf I 18"wide 180 LF
12"-14"wide 280 LF
1 O" Rd and below 750 LF
sound absorbers 4 ea I Demo Ceiling (48 VAV boxes 8 SF ea) 384 SF
11Demo Ceiling ( 8 SF sect. Ductwork ea box) 384 SF
'New I water to Water HX, 10 ton unit 1 ea
''water lo Water HX, 2 .5 ton un it 1 ea
New OA unit (1625 cfm) 1 ea
1
Ground source HP GSHP's= 20
size 009 0.5 ton 5 ea
size 012 1.0 ton 3 ea
size 015 1.5ton 2 ea
I
size 019 1.75 ton 5 ea
size 030 2.Ston 2 ea
size 036 3.0 ton 1 ea
size 060 5.0 Ion 2 ea
txhaust fan (550 cfm) 2 ea
air dislribution(layin supply) 66 ea
air distri bution(layi n return) 45 ea
ductwork (low pressure) 11 ,174 lbs I Flex duct ( 8" Rd) 400 linear ft
Spin-in Fittings 110 ea
Balancing Damper 6 ea
Round clamps 111 ea I Duct hangers 350 ea
duct insulation 9,716 SF
Fire dampers (18x14) 4 ea
_ Fire dampers (48 x24) 2 ea
IPloinQ
Pump Assembly 4 ea
[Wells , 40 tons(200-ft of pipe/ton @ $4 .5/ton) 40 tons
_, HW piping/fittings(2") Copper 350 LF I 2" fiberglass insulation 350 LF
HW p iping/fittings(1-1/2") Cooper 415 LF
2" fiberglass insulation 415 LF
01/021/02
Ken Pearce
70600150
I
MAN-MATERIAL
HOURS UNIT COST
5,000 .00 5 ,000
2 ,500 .00 2 ,500
2,600 .00 2,600
900 .00 4,500
1,000 .00 3,000
1,100.00 2,200
1,200.00 6,000
1,400.00 2,800
1,500.00 1,500
1,900.00 3,800
291 .00 582
27.50 1,815
76 .50 3 ,443
0 .32 3,576
3 .19 1,276
2 .41 265
23 .00 138
0 .77 85
1.00 350
0 .29 2,818
34.00 136
67.50 135
2,000.00 8,000
4 .47 1,565
4.33 1,516
3 .07 1.274
4 .17 1.731
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
I X I DES IGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR EQUIP-TOTAL
UNIT COST MENT COST
100.00 4,800 4,800
75 .00 150 150
100.00 200 200
100.00 200 200
150 .00 300 300
150.00 300 300
75 .00 300 300
75.00 150 150
10 .00 1,150 1,150
100 .00 400 400
5.50 1,540 1,540
5.50 1,408 1,408
75.00 75 75
3.66 110 110
3.26 39 39
2.44 244 244
1.42 256 256
1.22 342 342
0.96 720 720
100.00 400 400
2.00 768 768
2.00 768 768
300 .00 300 5,300
300 .00 300 2 ,800
455 .00 455 3,055
200 .00 1,000 5,500
251 .00 753 3,753
279.00 558 2,758
295.00 1,475 7,475
315.00 630 3,430
360 .00 360 1,860
560.00 1,120 4,920
103.00 206 788
22.50 1,485 3,300
17.90 806 4,248
2.64 29,499 33,075
4 .50 1,800 3,076
10 .85 1,194 1,459
13.00 78 216
85
2 .77 970 1,320
1.49 14,477 17,294
16.80 67 203
40.50 81 216
500 .00 2 ,000 10,000
900.00 36,000 36,000
6.55 2 ,293 3,857
2.57 900 2,415
5 .30 2,200 3,474
2 .44 1,013 2,743
Demo Tot=
14619.12
'DESCRIPTION QUANTITY
NO. UNIT
MAIN-
MATERIAL
LABOR
EQUIP-
MENT
TOTAL
COST
HOURS
UNIT
COSTP20.50
00ST
HWpipin mttings(314^)Copper
300
LF
1,59
477
1.089
11566
2` Rbe lass insulatlon
30C
LF
3.49
1.047
660
1,707
alves(2'j
H
ea
169.00
1,014
177
1,191
8
ea
28,50
228
165
393
40
ea
10.60
424.
532
956
pipe hangers
140
ea
1,50
210
4.50
630
840
;+actable frequency drive(2 pumps)
2
ea
2,65D.00
8,300
015.00
1,230
B,530
Repair layin ceiling
730
$F
1.02
235
0.46
104
338
Controls(T'stat)
20
ea
108.00
2,160
33.00
660
2,820
'Sensor(OA, Hum, RA, SA)
4
ea
97.00
388
23.00
92
480
reeze Stat
1
ea
80.50
81
79.50
80
180
sl and balacin
fleontrols
1
Job
5,000.00
5.000
5,000
(JOB)
1
lJob
5.000,00
5.000
5,000
�DIVISION
15.2 SUBTOTALS
—d
�]
74.165
132.054
206.2LOJJ
NC SALES TAX - MATERIAL 6.0%
WC & PR TAX - LABOR 0 13,0%
SUBTOTAL
OVERHr=AD 0 10.0%
SUBTOTAL
PROFIT 0 10,0%
GRAND TOTAL
4.450
4,450
17.167
17.187
78.616
149,221
227,837
7,862
14,922
22,784
06.478
164,143
250,821
8,648
16.414
25,082
95,125
180,557
275,683

COST OPINION -DIVISION 15.3 -FIRE PROTECTION
Stantec Consulting
Project: Coastal Carolina Comm. College
Location: Jacksonville, NC
Administration Building
Building Square Footage: 7054
Date: 01/021/02
Preparer: Ken Pearce
Reviewer:
Project#: 70600150
!DESCRIPTION I QUANTITY ~ NO. UNIT
!connection to fire alarm
DIVISION 15.3 SUBTOTALS
1 project
NC SALES TAX -MATERIAL@ 6.0%
WC &PR TAX-LABOR@ 13.0%
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
10.0%
I
MATERIAL
UNIT COST
1.00 500
500
30
530
53
583
58
I s41 II
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR EQUIP• TOTAL
UNIT COST MENT COST
100 500 i.ooo
500 1,000
30
65 65
565 1,095
57 110
622 1,205
62 120
I 684 II II 1.32s 1
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 16 -ELECTRICAL
Stantec Consulting
Project: Coastal Carolina Comm . College 01/021/02 01/021/02
Location : Jacksonville, NC Preparer: Peter A. DiGiacomo
Administration Building
Building Square Footage: 7054
DESCRIPTION II
NO.
Demolition
New Work
250A 480Y/277V PANEL
#3 CONDUCTOR
#6 CONDUCTOR
#10 CONDUCTOR
#12 CONDUCTOR
1-1/2" EMT CONDUIT
1-1/2" EMT CONNECTOR
1-1/2" EMT COUPLINGS
1-1/2" 90° ELBOWS
1·1/2" EMT CONDUIT HANGERS
3/4" EMT CONDUIT
3/4" EMT CONNECTORS
314" EMT COUPLINGS
3/4" 90° ELBOWS
3/4" EMT CONDUIT HANGERS
4 " SQUARE JUNCTION BOX
4 " SQUARE BLANK COVERS
RED WIRE NUTS
1-1/2" GROUNDING BUSHINGS
MOTOR CONNECTIONS
FRACTIONAL MOTOR DISCONNECTS
30A FUSED DISCONNECTS
1-1/2HP COMBINATION MAGNETIC STARTERS
1 HP COMBINATION MAGNETIC STARTERS
314 HP COMBINATION MAGNETIC STARTERS
100A-3P CIRCUIT BREAKER
25A-3P CIRCUIT BREAKER
15A-3P CIRCUIT BREAKER
MISCELANEOUS
Reviewer:
Project #: 706001 50
QUANTITY MAN• MATERIAL
UNIT HOURS UNIT COST
1 Building
1 EA. 2,300.00 2,300.00
2.1 CLF. 65.50 137.55
0.7 CLF. 27.50 19.25
2 .2 CLF. 9.90 21.78
79.4 CLF 6.45 512.1 3
70 LF. 1.80 126.00
2 EA. 4.78 9.56
4 EA 5.22 20.88
2 EA 2.68 5.36
15 EA 2.52 37.80
1,550 LF . 0.56 868.00
500 EA. 1.05 525.00
300 EA. 1.25 375.00
150 EA. 1.09 163.50
800 EA. 1.89 1,512.00
100 EA 1.63 163.00
100 EA. 0.50 50.00
1,000 EA. 0.09 90.00
2 EA. 7.15 14.30
20 EA. 4.95 99.00
20 EA. 34.20 684.00
3 EA. 185.00 555.00
1 EA. 535.00 535.00
2 EA. 405.00 810.00
1 EA 405.00 405.00
1 EA 253.40 253.40
1 EA 89.72 89.72
6 EA. 123.66 741 .96
1 EA . 500 .00 500.00
I
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
I X I DESIGN DEVELOPMENT
I CONSTRUCTION DOCUMENTS
I /OTHER
LABOR
I
EQUIP• I TOTAL
UNIT I COST MENT COST
1,500.00 1,500.00 1,500.00
915.00 915.00 3,215 .00
55.00 115.50 253.05
42.00 29.40 48.65
27 .50 60.50 82.28
25 .00 1,985.00 2,497 .13
5.50 385.00 511.00
5.50 11.00 20 .56
7.83 31.32 52.20
6.26 12.52 17 .88
2.49 37.35 75.15
2.11 3,270.50 4,1 38 .50
4.70 2,350.00 2,875.00
3.76 1,128.00 1,503.00
3.13 . 469.50 633.00
1.89 1,512.00 3,024.00
4.70 470.00 633 .00
1.57 157.00 207.00
1.14 1,140.00 1,230.00
17.15 34.30 48.60
63.00 1,260.00 1,359.00
23.48 469.60 1,153.60
86.00 258.00 813.00
269.00 269.00 804.00
208.00 416.00 1,226.00
208.00 208.00 613.00
39.13 39.13 292.53
20.35 20.35 110.07
20.35 122.10 864.06
500.00
DIVISION 16 SUBTO,:ALS· 11,624.19
NC SALES TAX· MATERIAL@ 6.0% 697.45
WC & PR TAX· LABOR@ 13.0%
SUBTOTAL 12,321.64
OVERHEAD@ 10.0% 1,232.16
SUBTOTAL 13 ,553.81
PROFIT@ 10.0% 1,355.38
GRANO TOTAL I I 14,909.19 11
18,676.07
2,427 .89
21,103 .96
2,110.40
23,214 .36
2,321 .44
I 25,535.79 11 II
30,300 .26
697 .45
2,427 .89
33,425.60
3,342.56
36,768 .16
3,676.82
40,444 .98 I
30,300
33,426
3,343
36,768
3,677
40,445
~
.stantec
Opinion of Probable Construction Cost
Design Development Documents
Stantec Project No. 70600150
I.D . No. 00527701 I ')CC No. 1167
DESCRIPTION
DIVISION 1 -GENERAL CONDITIONS
DIVISION 2 -SITEWORK
DIVISION 3 -CONCRETE
DIVISION 4 -MASONRY
I DIVISION 5 -METALS
_DIVISION 6 -WOOD & PLASTIC
Student Center
Coastal Carolina Comm. College
Jacksonville, NC
DIVISION 7 -THERMAL & MOISTURE PROTECTION
DIVISION 8 -DOORS & WINDOWS
DIVISION 9 -FINISHES
DIVISION 10 -SPECIAL TIES
DIVISION 11 -EQUIPMENT
DIVISION 12 -FURNISHINGS.
DIVISION 13 -SPECIAL CONSTRUCTION
DIVISION 14-CONVEYING SYSTEMS
DIVISION 15 -MECHANICAL
15.1 -PLUMBING
15.2 -HVAC Equipment
I 15.3 -FIRE PROTECTION
DIVISION 16 -ELECTRICAL
·QUALIFICATIONS:
TOTAL
1,020
295,016
1,020
37,286
$334,342
% TOTAL
0.3%
88.2%
0.3%
11.2%
100.0%
$/SQ.FT.
$0.07
$20.51
$0.07
$2.59
$23.24
COST OPINION -SUMMARY
Stantec Consulting
Project:
Location:
Coastal Carolina Comm . College
Jacksonville, NC
Student Center
Building Area (SF): 14,385
Date: 01121/02
Preparer: Ken Pearce
Reviewer:
Project#: 70600150
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
/ /OTHER
IDESCRIPTION II MANHOURSII MATERIALS II LABOR II EQUIPMENT II TOTAL II% OF TOT ALI $/SQ.FT.
(w/markup)
DIVISION 1 -GENERAL CONDITIONS
DIVISION 2 -SITEWORK
DIVISION 3 -CONCRETE
DIVISION 4 -MASONRY
DIVISION 5 -METALS
DIVISION 6 -WOOD & PLASTIC
DIVISION 7 -THERMAL & MOISTURE PROTECTION
D IVISION 8 -DOORS & WINDOWS
DIVISION 9 -FINISHES
DIVISION 10 -SPECIAL TIES
DIVISION 11 -EQUIPMENT
DIVISION 12 -FURNISHINGS
DIVISION 13 -SPECIAL CONSTRUCTION
DIVISION 14 -CONVEYING SYSTEMS
DIVISION 15 -MECHANICAL
15.1 -PLUMBING
15.2 -HVAC Equipment
15.3-FIRE PROTECTION
D IVISION 16 -ELECTRICAL
SUMMARY SUBTOTALS
641 684
121 ,098 262,040
641 684
19,212 29,211
141,593 292,617
GENERAL CONTRACTOR'S OVERHEAD @
GENERAL CONTRACTOR'S FEE @
SUBTOTAL
LOCAL COST MULTIPLIER @
SUBTOTAL
LEVEL ? CONTINGENCY @
TOTAL CONSTRUCTION COST
1,325 0.40% 0.09
383,138 114.59% 26.63
1,325 0.40% 0 .09
48,423 14.48% 3.37
434,211
77% ~~ 434,211
(99,868)
334,342
I !334,342 II 100.00%11 23.24 I
COST OPINION -DIVISION 2 -SITEWORK
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21 /02
Location : Jacksonville, NC
Student Center
Building Square Footage:
!DESCRIPTION
Landscaping
DIVISION 2 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
14385 Project#: ~#IIN#YVJl .. ,l
II
QUANTITY
II H~:~ I NO. I UNIT
1 project
NC SALES TAX -MATERIAL@ 6.0%
WC & PR TAX -LABOR@ 13.0%
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
10.0%
MATERIAL
I UNIT COST
1.00 500
500
30
530
53
583
58
I I 641 11
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
I /OTHER
LABOR I EQUIP-TOTAL
UNIT I COST MENT COST
1.00 500 1,000
500
30
65 65
565 95
57 10
622 105
62 10
I 68411 II m )
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 15.2 -HVAC
Stantec Consulting
Proj ect: Coastal Caroli na Comm . Colleg e
Location : Ja cks on vill e, NC
Stud ent Center
Building Square Footage:
DESCRIPTION
Demo
Demo Dual-duct boxe s
Demo Single duct Boxes
Demo exhaust fan
Demo Relief hoed
DemoAhu
Demo chiller
Demo cooling tower
Demo diffusers
Demo pumps
Condensate return pump
Demo Condenser pipig
Demo chilled water
Demo steam piping
Demo condensate retu rn
demo humid ifier
nomo ductwork
f\8"wide
36"wide
20"•2 4" wide
16"-18" wide
14"wide
11 2" wide and under
'fl ex
Demo Ceiling (25 VAV boxes 8 SF ea)
Demo Ceiling ( 8 sf sect. DuctWork)
New
~ater to Water HX, 10 ton unit
Wa ter lo Water HX, 5 Ion unit
New OAU w/ Ener. recov (7370 cfm)
Ground source HP GSHP's= 16
size 009 0.5 ton
size 012 1.0 ton
size 015 1.5 ton
size 019 1.75 ton
size 024 2.0 ton
size 030 2.5ton
size 036 3 .0lon
size 048 4 .0ton
size 060 5 .0 ton
exhaust fan (850 cfm)
air dis tribulion(layin supply)
air distribution{layin return)
ductwork (low pressure)
Flex duct ( 8" Rd)
Spin-in Fittings
Bal ancing Damper
Round clamps
Duct hangers
duct insulation
Fire dampers (18 x18)
Fire dampers (48x24)
Pl oln a
Pump Assembly
14385
Date : 01 /2 1/02
Preparer: Ken Pe arce
Reviewer:
Project#: 70600150
QUANTITY ~ NO. UNIT s
10 ea
15 ea
2 ea
4 ea
5 ea
8 wot ton
2 wgtton
136 ea
2 ea
1 ea
235 LF
824 LF
412 LF
412 LF
3 ea
165 LF
138 LF
208 LF
580 LF
110 LF
1,050 LF
125 LF
200 SF
200 SF
1 ea
1 ea
1 ea
1 ea
2 ea
2 ea
1 ea
1 ea
3 ea
2 ea
2 ea
2 ea
2 ea
93 ea
46 ea
17,000 lbs
700 LF
ea
ea
ea
ea
11 ,000 SF
6 ea
6 ea
4 ea
MATERIAL
UNIT COST
5.ooo :oo 5,000
2,500.00 2,500
17,000.00 17,000
900 .00 900
1,000.00 2,000
1,100.00 2,200
1,200 .00 1,200
1,300.00 1,300
1,400.00 4,200
1,500 .00 3,000
1,800.00 3,600
1,900 .00 3,800
291 .00 582
27.50 2,558
76.50 3,519
0.32 5,440
3.19 2,233
2.41
23 .00
0.74
1.00
0 .29 3,1 90
34 .00 204
67 .50 405
2,000 .00 8,000
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DES IGN DEVELOP MENT
I CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR EQUIP-TOTAL
UNIT COST MENT COST
100.00 1,000 1,000
100 .00 1,500 1,500
75 .00 150 150
75 .00 300 300
455 .00 2 ,275 2,275
560.00 4 ,480 4,480
560 .00 1,120 1,120
10.00 1,360 1,360
80 .00 160 160
80 .00 80 80
5 .50 1,293 1,2g3
5.50 4 ,532 4,532
5 .50 2 ,266 2,266
1.77 729 729
75 .00 225 225
3.10 512 512
2.90 400 400
2.44 508 508
1.42 824 824
1.02 112 112
1.22 1,28 1 1,281
0.96 120 120
2.00 400 400
2.00 400 400
300 .00 300 5 ,300
300 .00 300 2 ,800
1,300 .00 1,300 18 ,300
200 .00 200 1.100
251 .00 502 2,502
279 .00 558 2,758
285.00 285 1,485
295.00 295 1,595
315.00 945 5,145
360 ,00 720 3 ,720
420 .00 840 4,440
560 .00 1,120 4,920
103 .00 206 788
22 .50 2,093 4,650
17 .90 823 4,342
2 .64 44,880 50,320
4 .50 3,150 5,383
10.85
13.00
2.77
1.49 16,390 19,580
16.80 101 305
40.50 243 648
500 .00 2 ,000 10,000
Demo Tot=
26025.76
DESCRIPTION QUANTITY MAN-
II NO. UNIT HOURS
l!vv ens, 72 tons(200-fl of pipe/ton@ $4.5/lon) 72 tons
··Hw piping/fittings(2 1/2") Copper 376 LF
2· fiberglass Insulation 378 LF
IIHW piping/fittings(2") Copper 183 LF
II 2" fiberglass insulation 183 LF
. '
HW piping/fittings( 1-1 /2") Cooper 342 LF
2• fiberglass insulation 342 LF
rw piping/fittings(3/4") Copper 192 LF
II 2" fiberglass insulation 192 LF
Valves(2") 8 ea
Valves(1-1/2") 8 ea
llvalves(3/4") 32 ea
ll pipe hangers 150 ea
variable frequency drive(2 pumps, 1 OAU) 3 ea
Repair layin ceiling
jJcontrols( rstat)
llsensor(OA, Hum, RA, SA)
Freeze Stat
·controls( rstat)
l!test and balacing
.DIVISION 15.2 SUBTOTALS
230 SF
14 ea
4 ea
1 ea
1 Job
1 Job
NC SALES TAX· MATERIAL@ 6.0%
WC & PR TAX· LABOR@ 13.0%
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
10.0%
MATERIAL
UNIT COST
6.50 2,457
4.65 1,758
4 .47 818
4.33 792
3.07 1,050
4.17 1,426
1.59 305
3.49 670
169.00 1,352
28.50 228
10.60 339
1.50 225
2,650 .00 7,950
1.02 235
108.00 1,512
97.00 388
80.50 81
94,416
5,665
100,081
10,008
110,089
11,009
I I 121,09a II
LABOR EQUIP• TOTAL
UNIT COST MENT COST
900.00 64,600 64,800
6.00 3,024 5,481
2.72 1,028 2,786
6.55 1,199 2,017
2.57 470 1,263
5.30 1,813 2,863
2.44 834 2,261
3.63 697 1,002
2.20 422 1,092
29 .50 236 1,588
20.60 165 393
13.30 426 765
4.50 675 900
615.00 1,845 9,795
0.45 104 338
33.00 462 1,974
23.00 92 480
79 .50 80 160
5,000.00 5,000 5,000
5,000.00 5,000 5,000
191,647 286.064
5,665
24,914 24,914
216,562 316,643
21,656 31,664
238,218 348,307
23,822 34,831
I 2s2.040 II II 383,138 1
COST OPINION -DIVISION 15.3 -FIRE PROTECTION
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21/02
Location : Jacksonville, NC
Student Center
Building Square Footage:
I DESCRIPTION
~ to fire alarm system
DIVISION 15.3 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
14385 Project #: 70600150
I
QUANTITY ~I NO. UNIT
1 project
NC SALES TAX· MATERIAL@
WC & PR TAX. LABOR@
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
6.0%
13.0%
10 .0%
10.0%
I
MATERIAL
UNIT COST
1.00 500
500
30
530
53
583
58
I 641 11
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
/ CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR EQUIP• TOTAL
UNIT COST MENT COST
1.00 500 1,000
500 1,000
30
65 65
565 1.095
57 110
622 1,205
62 120
I ili:!4 11 II 1,325 J
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 16 -ELECTRICAL
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21 /02
Location: Jacksonville, NC
Student Center
Preparer: Peter A. DiGiacomo
Reviewer:
Building Square Footage: 14385 Project#: 70600150
DESCRIPTION QUANTITY MAN-MATERIAL
NO. UNIT HOURS UNIT COST
1 Building
New Work
225A 208Y/120V PANEL 1 EA. 975.00 975.00
#4 10 CONDUCTOR 2.0 CLF. 189.00 378.00
112 CONDUCTOR 0.5 CLF. 65.50 32.75
1/3 CONDUCTOR 3.0 CLF. 65.50 196.50
116 CONDUCTOR 1.0 CLF. 27.50 27.50
118 CONDUCTOR 10.8 CLF . 17.50 189.00
#10 CONDUCTOR 0.2 CLF. 9 .90 1.98
#12 CONDUCTOR 89 .0 CLF . 6.45 574.05
12-112" GRS CONDUIT so L F. 7.45 372.50
2-1/2" GRS LOCKNUT$ 2 EA. 4.30 8.60
2-112" GRS COUPLINGS 4 EA . 4.86 19.44
2-112" GRS 90" ELBOWS 2 EA. 16.20 32.40
2-112" GRS CONDUIT HANGERS 12 EA. 3.56 42.72
1-112" RGS CONDUIT 100 LF. 4.16 416.00
1-1/2" RGS LOCKNUT$ 8 EA. 3.75 30.00
1-1/2" RGS COUPLINGS 8 EA. 1.57 12.56
1-112" RGS 90" ELBOWS 4 EA. 42.00 168 .00
3/4" EMT CONDUIT 2,065 LF. 0.56 1,156.40
3/4" EMT CONNECTORS 150 EA. 1.05 157.50
3/4" EMT COUPLINGS 200 EA. 1.25 250.00
3/4" 90 ' ELBOWS 100 EA. 1.09 109.00
3/4" EMT CONDUIT HANGERS 1,200 EA. 1.89 2,268.00
4" SQUARE JUNCTION BOX so EA. 1.63 81.50
4" SQUARE BLANK COVERS so EA. 0.50 25 .00
RED WIRE NUTS 500 EA. 0.05 25.00
2-1/2" GROUNDING BUSHINGS 2 EA . 15.70 31.40
1-1/2" GROUNDING BUSHINGS 6 EA 7 .15 42.90
MOTOR CONNECTIONS 26 EA. 4.95 128.70
FRACTIONAL MOTOR DISCONNECTS 20 EA . 34.20 684.00
100A FUSED DISCONNECTS 3 EA. 291.00 873.00
60A FUSED DISCONNECTS 1 EA. 185.00 185.00
30A FUSED DISCONNECTS 1 EA. 109.00 109.00
7-1/2HP COMBINATION MAGNETIC STARTERS 1 EA . 900.00 900.00
5HP COMBINATION MAGNETIC STARTERS 2 EA. 760.00 1,520.00
1HP COMBINATION MAGNETIC STARTERS 2 EA. 405.00 810.00
225A-3P CIRCUIT BREAKER 1 EA. 526.80 526.80
100A-3P CIRCUIT BREAKER 1 EA. 198.70 198.70
60A-3P CIRCUIT BREAKER 3 EA. 145.80 437.40
35A-3P CIRCUIT BREAKER 1 EA. 125.00 125.00
15A-3P CIRCUIT BREAKER 3 EA. 110.00 330.00
8"X8"X48" WIRE TROUGH 1 EA. 28.00 28.00
I
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR
I
EQUIP-[;] UNIT I COST MENT T
2,500 .00 2,500.00 2,500 .00
805.00 805.00 1,780.00
125.00 250.00 628.00
61.00 30.50 63.25
55.00 165.00 361.50
42.0 0 42.00 69.50
34 .50 372.60 561.60
27 .50 5 .50 7.48
25 .00 2,225 .00 2,799.05
5.7 0 285.00 657.50
7.60 15.20 23.80
11.89 47.56 67.00
10 .9 6 21.92 54 .32
3.43 41.16 83.88
4 .99 499.00 915.00
15.2 5 122.00 152.00
9.3 9 75 .12 87 .68
7.83 31 .32 199.32
2.11 4,357.1 5 5,513.55
4.70 705.00 862.50
3.76 752.00 1,002.00
3.13 313.00 422.00
1.89 2,268.00 4,536.00
4 .70 235.00 316.50
1.57 78.50 103.50
0.75 375.00 400.00
23.00 46 .00 77 .40
17.15 102.90 145.80
63.00 1,638.00 1,766.70
23.48 469.60 1,153.60
144.00 432.00 1,305.00
119.00 119.00 304 .00
86 .00 86.00 195.00
470.00 470.00 1,370.00
345 .00 690.00 2,210 .00
208.00 416.00 1,226.00
81 .3 8 81 .38 608.18
39.13 39.13 237.83
20.35 61.05 498.45
20.35 20.35 145.35
20 .35 61 .05 391.05
13.7 0 13 .70 41.70
MISCELANEOUS 1 EA. 500.00
DIVISION 16 SUBTOTALS
NC SALES TAX -MATERIAL @ 6 .0%
WC & PR TAX -LABOR@ 13.0%
SUBTOTAL
OVERHEAD@ 10.0%
SUBTOTAL
PROFIT@ 10.0%
GRAND TOTAL I I
l
500.00
14,979.30 21 ,363.69
898.76
2 ,777.28
15,878.06 24,140.97
1,587.81 2,414 .10
17,465.86 26,555.07
1,746.59 2,655.51
19,212.45 I 2
500 .0 0
36,342.99
898.76
2 ,777 .28
40 ,019.03
4,001 .90
44,020 .93
4 ,402.09
~
36 ,343
40 ,019
4,002
44 ,021
4,402
48.423
Opinion of Probable Construction Cast
❑esign Development Documents
Learning Center
Coastal Carolina Comm. College
Jacksonville, NC
Stantec Project No. 70600150
I.D. No, 00527701
DCC No. 1 167
DESCRIPTION
DIVISION 1 - GENERAL CONDITIONS
DIVISION 2 - SITEWORK
DIVISION 3 - CONCRETE
DIVISION 4 - MASONRY
DIVISION 5 - METALS
DIVISION 6 - WOOD & PLASTIC
DIVISION 7 - THERMAL & MOISTURE PROTECTION
DIVISION 8 - DOORS & WINDOWS
DIVISION 9 - FINISHES
DIVISION 10 - SPECIALTIES
DIVISION 11 -EQUIPMENT
DIVISION 12 - FURNISHINGS
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14 - CONVEYING SYSTEMS
DIVISION 15 - MECHANICAL.
15.1 - PLUMBING
15.2 - HVAC Equipment
153 - FIRE PROTECTION
DIVISION 16 - ELECTRICAL
QUALIFICATIONS:
TOTAL % TOTAL VSQ. FT.
1,020 0.3% $0.05
330,456 88.4% $18.14
1,020 0.3% $0.06
41,410 11.1 % $2.27
$373.907 100.0% $20.53

COST OPINION -SUMMARY
Stantec Consulting
Project:
Location:
Coastal Carolina Comm. College
Jacksonville, NC
Learning Center
Building Area (SF): 18,214
Date:
Preparer:
Reviewer:
Project#:
01/21/02
Ken Pearce
70600150
!DESCRIPTION I MANHOURS MATERIALS I LABOR I EQUIPMENT
DIVISION 1 -GENERAL CONDITIONS
DIVISION 2 -SITEWORK
DIVISION 3 -CONCRETE
DIVISION 4 -MASONRY
DIVISION 5 -METALS
DIVISION 6 -WOOD & PLASTIC
DIVI SIO N 7 -THERMAL & MOISTURE PROTECTION
DIVISION B -DOORS & WINDOWS
DIVISION 9 -F:NISHES
DIVISION 10 -SPECIALTIES
DIVISION 11 -EQUIPMENT
DIVISION 12 -FURNISHINGS
DIVISION 13 • SPECIAL CONSTRUCTION
DIVISION 14 • CONVEYING SYSTEMS
DIVISION 15-MECHANICAL
15.1 -PLUMBING
15.2 -HVAC Equipment
15.3-FIRE PROTECTION
D IV ISI ON 16 -ELECTRICAL
SUMMARY SUBTOTALS
641 684
141,087 288,077
641 684
22,711 31,068
165,081 320,512
GENERAL CONTRACTOR'S OVERHEAD@;
GENERAL CONTRACTOR'S FEE@
SUBTOTAL
LOCAL COST MULTIPLIER @
SUBTOTAL
LEVEL ? CONTINGENCY @
TOT AL CONSTRUCTION COST
77%
I
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
I /OTHER
TOTAL %OF TOTAL $/SQ.FT.
(w/markup)
1,325 0.35% 0.07
429,164 114.78% 23.56
1,325 0.35% 0.07
53,779 14.38% 2.95
485,593
~~ 485,593
(111,686)
373,907
$373,907 II 100.00%11 20.53 I
COST OPINION -DIVISION 2 -SITEWORK
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21/02
Location: Jacksonville, NC
Learning Center
Building Square Footage:
DESCRIPTION
Landscaping
DIVISION 2 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
18214 Project #: .n.J.1/1/1 .. ,; .1
QUANTITY
-No. UNIT
1 project
NC SALES TAX -MATERIAL@
WC & PR TAX· LABOR@
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
MAN-
HOURS
6.0%
13.0%
10.0%
10.0%
MATERIAL
UNIT COST
1.00 500
500
30
530
53
-583
58
641
I
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
I /OTHER
LABOR
I
EQUIP-T
UNIT I COST MENT
1.00 500 1,000
500 1,000
30
65 65
565 1,095
57 110
622 1,205
62 120
684 I II 1,3251
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 15.2 -HVAC
·Stantec Consulting
Project : Coastal Carolina Comm. College
Location: Jacksonville , NC
Learnin g Center
Building Square Footage:
II DESCRIPTION
Demo
t Demo Du al-duel boxes
Demo exhaust fan
l'°emo hot Deck Fan
Demo Cold Deck Fan
'!Chilled Water coil
1Hot waler coil
rFilter Rack
Gravity Intake Vent
Demo Boiler
·Demo boiler Stack
!'Demo Cond . Rec . Pump
Demo Relief Hood
:Demo Sound Attenuator
!Demo diffusers
!Demo pumps
demo piping
iDemo humidifier
Demo ductwork
177• wide
-4 8" wide
32"-36"wide
2 8" -30 " wide
120" -26" wide
14"-18"wide
12" wide and below
I Demo Ceili ng (28 VAV boxes 8 SF ea)
Demo Ceiling ( 5flsect. Ductwork)
New
Water to Water HX, 10 ton unit
!W ater lo Water HX, 5 ton unit
New OAU w/ ER (6680 cfm) I Ground source heat pump GSHP's= 18
size 009 0.5 ton
size 012 1.0 ton
size 015 1.5 ton
I s ize 019 1.75 Ion
s ize 024 2.0 ton
size 030 2.5 ton
size 042 3.5 ton I size 048 4.0 ton
exhaust fan (550 cfm)
air dislribution(layin supply)
, air distribution(layin return) l ductwork (low pressure)
Flex duct ( 8" Rd)
Spin-in Fittings
Ba lancing Damper I Round clamps
, Duct hangers
I Duct insulation
Fire dampers (20x20)
Fire dampers (50x20)
Pl oina
Pump Assembly
Date: 01 /21/02
Preparer: Ken Pearce
Reviewer:
18214 Project #: 70600150
I
QUANTITY ~ NO . UNIT s
28 ea
4 ea
1 ea
1 ea
1 ea
1 ea
2 ea
1 ea
1 ea
30 LF
1 ea
1 ea
2 ea
150 ea
2 ea
220 LF
1 ea
90 LF
240 LF
100 LF
186 LF
430 LF
650 LF
850 LF
250 SF
300 SF
3 ea
1 ea
1 ea
1 ea
1 ea
2 ea
1 ea
1 ea
7 ea
4 ea
1 ea
4 ea
126 ea
44 ea
18,000 lbs
850 linear fl
170 ea
10 ea
170 ea
375 ea
12,000 SF
4 ea
4 ea
4 ea
MATERIAL
UNIT COST
5,000.00 15,000
2,500 .00 2,500
17,000.00 17,000
900 .00 900
1,000 .00 1,000
1,100 .00 2,200
1,200.00 1,200
1,300.00 1,300
1,400.00 9,800
1,600.00 6,400
1,800.00 1,800
291.00 1,164
27 .50 3,465
76 .50 3,366
0.32 5,760
3.19 2,712
2.41 410
23 .00 230
0.74 126
1.00 375
0 .29 3,480
34.00 136
67 .50 270
2,000 .00 8,000
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DE SIG N DEVELOPMENT
/ CON STRUCTION DOCUMENTS
I /OT HER
LABOR EQUIP-~ UNIT COST MENT T
201 .00 5.628 5.628
75 .00 300 300
450 .00 450 450
450 ,00 450 450
300 .00 300 300
300 .00 300 300
300 .00 600 600
75 .00 75 75
1,000 .00 1,000 1,000
5.00 150 150
455 .00 455 455
75 .00 75 75
100.00 200 200
10 .00 1,500 1,500
535 .00 1,070 1,070
5 .50 1,210 1,210
75 .00 75 75
3 .66 329 329
3.10 744 744
2 .90 290 290
2 .75 512 512
2 .44 1,049 1,049
1.59 1,034 1,034
1.42 1,207 1,207
2.00 500 500
2.00 600 600
300.00 900 15,900
300 .00 300 2 ,800
1,300 .00 1,300 18 ,300
200 .00 200 1,100
251 .00 251 1,251
279 .00 558 2,758
285 .00 285 1,485
295 .00 295 1,595
315 .00 2,205 12,005
380 .00 1,520 7,920
420.00 420 2,220
103.00 412 1,576
22.50 2,835 6,300
17.90 788 4 ,154
2.64 47,520 53 ,280
4 .50 3,825 6,537
10.85 1,845 2,254
13.00 130 360
126
2.77 1,039 1,414
1.49 17 ,880 21 ,360
16.80 67 203
40 .50 162 432
500.00 2,000 10 ,000
Demo Tot=
20102.6
;DESCRIPTION QUANTITY MAN-
!
II NO. UNIT HOURS
HW pip ing/fittings(2 1/2 ") Copper 300 LF
2• fiberglass insulation 300 LF
HW piping/fittings(2") Copper 435 L F I 2 " fi berglass insulation 435 L F
HW pipinglfittings(1-1l2") Cooper 280 LF
2 " fiberglass insulation 280 LF
HW piping/fittings(3/4") Copper 460 Lf
llvalves(2")
2" fiberglass insulation 460 LF
6 ea
V alves( 1-112") 8 ea
1Valves(3/4") 36 ea
200 ea I pipe hangers ·
variable frequency drive(2 pumps, 1 OAU) 2 ea
Repair layln celling 230 SF
Controls( T'stat) 18 ea I Sensor(OA. Hum. RA, SA) 4 ea
Freeze State 1 ea
!W ells, 65 tons(200-ft of pipe/ton @ $6/ton) 65 tons
(est and balaclng
!Controls
DIVISION 15.2 SUBTOTALS
1 Job
1 Job
NC SALES TAX -MATERIAL @ 6 .0%
we & PR TAX-LABOR@ 13 .0 %
SUBTOTAL
OVERHEAD@ 10 .0%
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
I
MATERIAL LABOR EQUIP-TOTAL
UNIT COST UNIT COST MENT COST
6 .50 1.950 8.00 2 .400 4.350
4 .65 1,395 2 .72 816 2 ,21 1
4 .47 1,944 6 .55 2,849 4 ,794
4 .33 1,884 2 .57 1,118 3,002
3 .07 860 5 .30 1,484 2 ,344
4 .17 1,168 2.44 683 1,851
1.59 731 3 .63 1,670 2.401
3.49 1,605 2 .20 1,012 2,617
169.00 1.014 29 .50 177 1,191
28.50 228 20 .60 165 393
10.60 382 13 .30 479 860
1.50 300 4 .50 900 1,200
2 ,650.00 5 ,300 615.00 1,230 6,530
1.02 235 0 .45 104 338
108.00 1,944 33 .00 594 2 ,538
97.00 388 23.00 92 480
80.50 81 79 .50 80 160
1,200.00 78,000 78 ,000
5,000 .00 5,000 5,000
5,000.00 5,000 5 ,000
110,001 210,690 320,691
6.600 6 ,600
27,390 27,390
116,601 238,080 354,681
11 ,660 23,808 35,468
128,261 261,888 390,149
12,826 26,189 39 ,015
I 141,087 1 288,077 I 429,164 I
COST OPINION -DIVISION 15.3 -FIRE PROTECTION
Stantec Consulting
Project: Coastal Caroli na Comm . College Date : 01/21/02
Location: Jacksonville, NC
Learning Center
Building Square Footage:
!DESCRIPTION
Connection to fire alarm
DIVISION 15.3 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
18214 Project#: 70600150
II
QUANTITY
NO . I UNIT
1 project
NC SALES TAX -MATERIAL@
WC & PR TAX-LABOR@
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
I
MAN-
HOURS
6 .0%
13.0%
10 .0%
10 .0%
MATERIAL
UNIT COST
1.00 500
500
30
530
53
583
58
~
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMA TIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
I /OTHER
LABOR EQUIP-TOTAL
UNIT COST MENT COST
1.00 500 1,000
500 1,0 00
30
65 65
565 1,095
57 110
622 1,205
62 120
tl!l4 1,325
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 16 -ELECTRICAL
Stantec Consulting
Project: Coastal Carolina Comm . College Date: 01/21 /02
Location: Jacksonville, NC Preparer: Peter A. DiGiacomo
Learning Center
Building Square Footage:
I~°"
111.,wWork
225A 208Y/120V PANEL
#4 /0 CONDUCTOR
#2 CONDUCTOR
#3 CONDUCTOR
1.16 CONDUCTOR
#8 CONDUCTOR
#12 CONDUCTOR
?.-1/2" GRS CONDUIT
2-1/2" GRS LOCKNUTS
2-1/2" GRS COUPLINGS
2-1/2" GRS so· ELBOWS
2-1/2" GRS CONDUIT HANGERS
1-1/2" EMT CONDUIT
1-1/2" EMT CONNECTOR
1-1/2" EMT COUPLINGS
1-1/2" 90' ELBOWS
1-112" EMT CONDUIT HANGERS
3/4" EMT CONDUIT
3/4" EMT CONNECTORS
3/4" EMT COUPLINGS
3/4" 90" ELBOWS
3/4" EMT CONDUIT HANGERS
4 " SQUARE JUNCTION BOX
4 " SQUARE BLANK COVERS
RED WIRE NUTS
2-1/2" GROUNDING BUSHINGS
1-1/2" GROUNDING BUSHINGS
MOTOR CONNECTIONS
FRACTIONAL MOTOR DISCONNECTS
100A FUSED DISCONNECTS
60A FUSED DISCONNECTS
18214
7-1/2HP COMBINATION MAGNETIC STARTERS
SHP COMBINATION MAGNETIC STARTERS
1HP COMBINATION MAGNETIC STARTERS
225A-3P CIRCUIT BREAKER
100A-3P CIRCUIT BREAKER
60A-3P CIRCUIT BREAKER
50A-3P CIRCUIT BREAKER
35A-3P CIRCUIT BREAKER
15A-3P CIRCUIT BREAKER
24"X24"X10" JUNCTION BOX
Reviewer:
Project#: 70600150
QUANTITY MAN-MATERIAL
NO. UNIT HOURS UNIT COST
1 Building
2 EA. 975.00 1,950.00
7.5 CLF. 189.00 1,417.50
3.6 CLF. 65.50 235.80
2.4 CLF. 65.50 157.20
14.4 CLF. 27.50 396.00
29.0 CLF. 17.50 507.50
76.0 CLF. 6.45 490.20
180 LF. 7.45 1,341.00
12 EA. 4.30 51.60
12 EA. 4.86 58.32
6 EA . 16.20 97.20
100 EA , 3.56 356.00
60 LF. 1.80 108.00
6 EA. 4.78 28.68
4 EA. 5.22 20.88
2 EA. 4.90 9.80
12 EA. 2.52 30.24
1,725 LF . 0.56 966.00
100 EA. 1.05 105.00
60 EA. 1.25 75.00
30 EA. 1.09 32.70
1,000 EA. 1.89 1,890.00
150 EA. 1.63 244.50
150 EA. a.so 75.00
500 EA. 0.05 25.00
4 EA. 15.70 62.80
2 EA 7.15 14.30
20 EA. 4.95 99.00
20 EA 34.20 684.00
3 EA . 291.00 873.00
2 EA . 185.00 370.00
1 EA. 900.00 900.00
1 EA. 760.00 760.00
2 EA. 405.00 810.00
1 EA. 526.80 526.80
1 EA. 198.70 198.70
3 EA. 145.80 437.40
1 EA. 145 .80 145.80
4 EA. 125.00 500.00
2 EA. 110.00 220.00
1 EA. 105.00 105.00
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR UIP• [;] UNIT co ENT T
2,500.00 2,500 .00 2,500.00
805.00 1,610.00 3,560.00
125.00 937.50 2,355.00
61.00 219.60 455.40
55.00 132.00 289.20
42 .00 604.80 1,000.80
34 .50 1,000.50 1,508.00
25.00 1,900 .00 2,390.20
5 .70 1,026.00 2,367.00
7.60 91.20 142.80
11.89 142.68 201 .00
10 .96 65.76 162.96
3.43 343.00 699.00
3.05 183.00 291.00
9.39 56.34 85.02
7.83 31 .32 52.20
11 .45 22 .90 32.70
2.49 29 .88 60.12
2.11 3,639.75 4,605.75
4.70 470.00 575.00
3.76 225.60 300.60
3.13 93.90 126.60
1.89 1,890.00 3,780.00
4.70 705.00 949.50
1.57 235.50 310.50
0.75 375.00 400.00
23.00 92 .00 154.80
17.15 34.30 48.60
63.00 1,260.00 1,359.00
23.48 469.60 1,153.60
144.00 432.00 1,305.00
119.00 238.00 608.00
470.00 470.00 1,370.00
345.00 345.00 1,105.00
208.00 416.00 1,226.00
81.38 81.38 608.18
39 .13 39.13 237.83
20.35 61.05 498.45
20.35 20.35 166.15
20.35 81.40 581.40
20.35 40 .70 260.70
110.00 110.00 215.00
MISCELANEOUS 1 EA. 500.00
DIVISION 16 SUBTOTALS
NC SALES TAX-MATERIAL@ 5.0%
WC & PR TAX -LABOR@ 13.0%
SUBTOTAL
OVERHEAD@ 10 .0%
SUBTOTAL
PROFIT@ 10 .0%
GRAND TOTAL I I
l
500.00
17 ,875.92 22,722.14
893.80
2,953.88
18,769 .72 25,676 .02
1,876.97 2,567 .60
20 ,646.69 28 ,243 .62
2,064.67 2,824 .36
22,711.36 11 I 31 ,067 .98 1
500 .00
40,598 .06
693 .80
2 ,953.88
44,445 .73
4 ,444 .57
48 ,890 .31
4,889 .03
GEE
40,598
44 ,446
4 ,445
48 ,890
4,889
53,779
~ -
Stantec
Opinion of Probable Construction Cost
Design Development Documents
>tantec Project No. 70600150
I.D. No. 00527701
~cc No. 1167
')ESCRIPTION
DIVISION 1 -GENERAL CONDITIONS
'1IVISION 2 -SITEWORK
)IVISION 3 -CONCRETE
DIVISION 4 -MASONRY
l)IVISION 5 -METALS
)IVISION 6-WOOD & PLASTIC
Classroom Building #1
Coastal Carolina Comm. College
Jacksonville, NC
OIVISION 7 -THERMAL & MOISTURE PROTECTION
OIVISION 8 -DOORS & WINDOWS
)IVISION 9 -FINISHES
iJIVISION 10 -SPECIAL TIES
DIVISION 11 -EQUIPMENT
)!VISION 12 -FURNISHINGS
ulVISION 13 -SPECIAL CONSTRUCTION
DIVISION 14 -CONVEYING SYSTEMS
)!VISION 15-MECHANICAL
15.1 -PLUMBING
15.2 -HVAC Equipment
15.3 -FIRE PROTECTION
JIVISION 16 -ELECTRICAL
JUALIFICA TIONS:
TOTAL
1,020
202,329
1,020
32,726
$237,095
% TOTAL $/SQ.FT.
0.4% $0.10
85.3% $20 .38
0.4% $0 .10
13.8% $3.30
100.0% $23.88
COST OPINION -SUMMARY
Stantec Consulting
Project: Coastal Carolina Comm . College
Location: Jacksonville , NC
Classroom Building #1
Building Area (SF): 9 ,930
'DESCRIPTION
DIVISION 1 -GENERAL CONDITIONS
DIVISION 2 -SITEWORK
DIVISION 3 -CONCRETE
DIVISION 4 -MASONRY
DIVISION 5 • METALS
DIVI SION 6 -WOOD & PLASTIC
DIVISION 7 -THERMAL & MOISTURE PROTECTION
DI VIS ION 8 -DOORS & WINDOWS
DIVISION 9 -FINISHES
DIVISION 10 -SPECIAL TIES
DIVISION 11 • EQUIPMENT
DIVISION 12 -FURNISHINGS
DIVISION 13 • SPECIAL CONSTRUCTION
DIVISION 14 -CONVEYING SYSTEMS
DIVISION 15-MECHANICAL
15.1 -PLUMBING
15.2 -HVAC Equipment
15.3 -FIRE PROTECTION
D IVISION 16 • ELECTRICAL
SUMMARY SUBTOTALS
Date: 01/21 /02
Preparer: Ken Pearce
Reviewer:
Project#: 70600150
II MANHOURS I MATE"'"'"' OR
641 684
99,844 162,920
641 684
21,147 21,354
122,274 185,642
GENERAL CONTRACTOR'S OVERHEAD @
GENERAL CONTRACTOR'S FEE @
SUBTOTAL
LOCAL COST MULTIPLIER @
SUBTOTAL
LEVEL? CONTINGENCY@
TOTAL CONSTRUCTION COST
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
I XI DESIGN DEVELOPMENT
/ CONSTRUCTION DOCUMENTS
/ /OTHER
I EQUIPMENT II TOTAL I ¾OF TOTAL $/SQ.FT.
(w/markup)
1,325 0.56% 0.13
262,764 110.83% 26.46
1,325 0 .56% 0 .13
42,502 17.93% 4 .28
307,916
77 % ~ 307,916
(70,821) (7.13
237,095
iJ! I $237,095 II 100.00%1
COST OPINION -DIVISION 2 -_ SITEWORK
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21/02
Location: Jacksonville, NC
Classroom Building #1
Building Square Footage:
[DESCRIPTION
Landscaping
DIVISION 2 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
9930 Project#: .. ,Ill/'" WI .. ,/ I
I QUANTITY
NO. UNIT
1 project
NC SALES TAX -MATERIAL@
WC & PR TAA-LABOR@
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
HOURS
6.0%
13.0%
10.0%
10.0%
MATERIAL
UNIT COST
1.00 500
500
30
530
53
583
58
I I 641 II
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
I XI DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR EQUIP-TOTAL
UNIT COST MENT COST
1.00 500 1,000
500 1,000
30
65 65
565 1,095
57 110
622 1,205
62 120
I 6841 1 II 1,3251
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 15.2 -HVAC
Stantec Consulting
Project: Coastal Carolina Comm. College Date:
Location: Jacksonville, NC Preparer:
Classroom Building #1 Reviewer:
Building Square Footage: 9930 Project#:
l"scmm>N +
QUANTITY
I UNIT
Demo
Demo Dual-duct boxes 14 ea
Demo exhaust fan 3 ea
Demo Cold Deck fan 1 ea
Demo Hot Deck fan 1 ea
Hot water Coil 1 ea
chilled water Coil 1 ea
Filter Rack 2 ea
Demo diffusers 75 ea
Demo pumps 4 ea
demo Chilled water & steam piping 150 LF
Demo humidifier 1 ea
Demo ductwork
36"w,de 40 LF
26"-26" wide 330 L F
16'-24-W ,de 256 L F
1~"-16'w1de 58 L F
1 2· wjde and below 700 LF
Fire damper 10 ea
sound absorbers 3 ea
Demo Ceiling (14 VAV boxes 8 SF ea) 112 SF
Demo Ceiling ( Sftsect. DuctWork) 300 SF
New
M/ater to Water HX, 10 ton unit 3 ea
~ater to Water HX, 5 ton unit 1 ea
New OA unit (4800 cfm) 1 ea
Ground source heat pump GSHP's= 13
size 009 0.5 ton 2 ea
size 015 1.5 ton 3 ea
size 024 2.0 ion 8 ea
exhaust fan (550 cfm) 3 ea
air distributlon(layin supply) 56 ea
air distrlbutlon(layin return) 22 ea
ductwork (tow pressure) 9,000 lbs
Flex duct ( 8" Rd) 80 linear ft
Spin-in Fittings 78 ea
Balancing Damper 8 ea
Round clamps 78 ea
Duct hangers 200 ea
duct insulation 7,500 SF
Fire dampers (30x20) 2 ea
Piclna
Pump Assembly 4 ea
HW piping/filtings(2") Copper 100 LF
2" fiberglass insulation 100 LF
HW piplng/filtlngs(1-1/2") Cooper 400 LF
2" fiberglass insulation 400 LF
HW piping/filtings(3/4") Copper 370 LF
2" fiberglass insulation 370 LF
Valves(2") 4 ea
Valves(1-1/2") 8 ea
Valves(3/4") 26 ea
pipe hangers 120 ea
variable frequency drive(2 pumps) 2 ea
Repair layin ceiling 230 SF
Controls( T'stat) 14 ea
01/21/02
Ken Pearce
70600150
I
MAN-MATERIAL
HOURS UNIT COST
5,000.00 15.000
2,500 .00 2,500
12,500.00 12,500
900.00 1,800
1,100.00 3,300
1,300.00 10.400
291.00 873
27.50 1,540
76.50 1,683
0.32 2,880
3.19 255
2.41 188
23.00 184
0.74 58
1.00 200
0.29 2,175
67.50 135
2,000.00 8,000
4.47 447
0.77 77
3.07 1,228
4.17 1,668
1.59 588
3.49 1,291
169.00 676
28.50 228
10.60 276
1.50 180
2,650.00 5,300
1.02 235
108.00 1,512
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
I XI DESIGN DEVELOPMENT
I CONSTRUCTION DOCUMENTS
I I OTHER
LABOR EQUIP-TOTAL
UNIT COST MENT COST
100.00 1,400 1,400
75.00 225 225
100.00 100 100
100.00 100 100
150.00 150 150
150.00 150 150
75.00 150 150
10.00 750 750
80.00 320 320
5.50 825 825
75.00 75 75
3.26 130 130
2.44 805 805
2.14 548 548
1.42 82 82
1.22 854 854
50.00 500 500
50.00 150 150
2.00 224 224
2.00 600 600
300.00 900 15,900
300.00 300 2,800
1,075.00 1,075 13,575
200.00 400 2,200
279.00 837 4,137
295.00 2,360 12,760
103.00 309 1,182
22.50 1,260 2,800
17.90 394 2,077
2.64 23,760 26,640
4.50 360 615
10.85 846 1,034
13.00 104 288
58
2.77 554 754
1.49 11,175 13,350
40.50 81 216
500.00 2,000 10,000
6.55 655 1,102
2.57 257 334
5.30 2.120 3,348
2.44" 976 2,644
3.63 1,343 1,931
2.20 814 2,105
29 .50 118 794
20.60 165 393
13.30 346 621
4.50 540 720
615.00 1,230 6,530
0.45 104 338
33.00 462 1,974
Demo Tot=
8138.8
DESCRIPTION II QUANTITY MAN-
NO. UNIT HOURS
Sensor(OA, Hum, RA, SA) 4 ea
Freeze Stat 1 ea
Wells, 50 tons(200-ft of pipe/ton @ $4.5/ton) 50 tons
test and balacing
!C ontrols
DIVISION 15.2 SUBTOTALS
1 Job
1 Job
NC SALES TAX -MATERIAL@ 6.0%
WC & PR TAX -LABOR @ 13.0%
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
10.0%
MATERIAL
UNIT COST
97.00 388
80.50 81
77,845
4,671
82,516
8,252
90,768
9,077
I I 99,844 11
LABOR EQUIP-TOTAL
UNIT COST MENT COST
23.00 92 480
79.50 80 160
900.00 45,000 45,000
5,000.00 5,000 5,000
5,000.00 5,000 5,000
119,155 197,000
4,671
15,490 15,490
134,645 217,161
13,464 21,716
148,109 238,877
14,811 23.888
I 1s2.920 I 262,764
COST OPINION -DIVISION 15.3 -FIRE PROTECTION
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21/02
Location: Jacksonville, NC
Classroom Building #1
Building Square Footage:
!DESCRIPTION
Connect to fire alarm
DIVISION 15.3 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
9930 Project#: 70600150
II
QUANTITY I~ NO. I UNIT : HOURS
I I
1 project
NC SALES TAX· MATERIAL@
WC & PR TAX -LABOR@
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRANO TOTAL
II
6.0%
13.0%
10.0%
10.0%
I
MATERIAL
UNIT COST
1.00 500
500
30
530
53
583
58
641
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
I XI DESIGN DEVELOPMENT
/ CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR EQUIP• TOTAL
UNIT COST MENT COST
1.00 500 1,000
500 1,000
30
65 65
565 1,095
57 110
622 1,205
62 120
684 1 II 1,325 )
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 16 -ELECTRICAL
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21/02
Location: Jacksonville, NC Preparer: Peter A. DiGiacomo
Classroom Building #1 Reviewer:
Building Square Footage: 9930 Project#: 70600150
!DESCRIPTION II QUANTITY
I
..
NO. I UNIT HOURS UNIT
Demolition
1 Building
New Work
:.t O0A 208Y/120V I-LINE PANEL 1 EA. 1,200.00
225A 208Y/120V PANEL 1 EA. 975.00
#250 kcmil CONDUCTOR 16 CLF. 228.00
'#4 /0 CONDUCTOR 0.5 CLF. 189.00
#2 CONDUCTOR 0.8 CLF. 65.50
#8 CONDUCTOR 6.0 CLF. 17.50
./1 10 CONDUCTOR 2.4 CLF. 9.90
#12 CONDUCTOR 40.4 CLF. 6.45
2-1/2" DUCT BANK 250 LF 0.91
2-1/2" GRS CONDUIT 50 LF 7.45
2-1/2" GRS LOCKNUTS 8 EA 4.30
2-1/2" GRS COUPLINGS R EA 4.86
2-1/2" GRS 90" ELBOWS 4 EA . 16.20
2-1/2" GRS CONDUI, HANGERS 10 EA. 3.56
DUCT BANK CONCRETE FILL 9.25 CY. 77.50
3/4" EMT CONDUIT 1,500 LF. 0.43
3/4" EMT CONNECTORS 150 EA. 2.60
3/4" EMT COUPLINGS 150 EA. 2.28
3/4" 90" ELBOWS 100 EA. 1.09
3/4" EMT CONDUIT HANGERS 200 EA. 1.89
14 " SQUARE JUNCTION BOX 100 EA. 1.63
14 " SQUARE BLANKCOVERS 100 EA. 0.50
RED WIRE NUTS 1,000 EA. 0.05
2-1/2" GROUNDING BUSHINGS 2 EA. 15.70
1-1/2" GROUNDING BUSHINGS 6 EA. 7.15
MOTOR CONNECTIONS 21 EA 4.95
FRACTIONAL MOTOR DISCONNECTS 15 EA. 34.20
1D0A FUSED DISCONNECTS 3 EA 291.00
60A FUSED DISCONNECTS 1 EA . 185.00
30A FUSED DISCONNECTS 1 EA. 109.00
1 HP COMBINATION MAGNETIC STARTERS 2 EA. 405.00
0.77
A00A-3P CIRCUIT BREAKER 1 EA. 1,099.00
225A-3P CIRCUIT BREAKER 1 EA. 526.80
100A-3P CIRCUIT BREAKER 3 EA. 198.70
60A-3P CIRCUIT BREAKER 3 EA. 145.80
35A-3P CIRCUIT BREAKER 1 EA. 125.00
30A-3P CIRCUIT BREAKER 1 EA. 125.00
15A-3P CIRCUIT BREAKER 3 EA. 110.00
15A-1P CIRCUIT BREAKER 2 EA. 79.40
24"X24"X10" JUNCTION BOX 1 EA. 105.00
1,200.00
975.00
3,6"8.00
94.50
49.13
105.00
23.76
260.58
227.50
372.50
34.40
38.88
64.80
35.60
716.88
6"5.00
390.00
342.00
109.00
378.00
163.00
50.00
50.00
31.40
42.90
103.95
513.00
873.00
185.00
109.00
810.00
1,099.00
526.80
596.10
437.40
125.00
125.00
330.00
158.80
105.00
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
I XI DESIGN DEVELOPMENT
/ CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR EQUIP-TOTAL
COST MENT COST
1,500.00 1,500.00 1,500.00
500.00 500.00 1,700.00
805.00 805.00 1,780.00
137.00 2,192.00 5,8"0.00
125.00 62.50 157.00
61.00 45.75 94.88
34.50 207.00 312.00
27.50 66.00 89.76
25.00 1,010.00 1,270.58
1.37 342.50 570.00
5.70 285.00 657.50
7.60 60.80 95.20
11 .89 95.12 134.00
10.86 43.44 108.24
3.43 34.30 69.90
48.00 444.00 1,160.88
1.08 1,620.00 2,265.00
2.49 373.50 763.50
2.49 373.50 715.50
3.13 313.00 422.00
1.89 378.00 756.00
4.70 470.00 633.00
1.57 157.00 207.00
0.75 750.00 800.00
23.00 46.00 77.40
17.15 102.90 145.80
63.00 1,323.00 1,426.95
23.48 352.20 865.20
144.00 432.00 1,305.00
119.00 119.00 304.00
86.00 86.00 195.00
208.00 416.00 1,226.00
109.55 109.55 1,208.55
81.38' 81.38 608.18
39.13 117.39 713.49
20.35 61.05 498.45
20.35 20.35 145.35
20.35 20.35 145.35
20.35 61.05 391.05
15.65 31.30 190.10
110.00 110.00 215.00
MISCELANEOUS 1 EA. 500.00 500.00
DIVISION 16 SUBTOTALS 16,644.87
NC SALES TAX -MATERIAL@ 5.0% 832.24
WC & PR TAX -LABOR@ 13.0%
SUBTOTAL 17,477.11
OVERHEAD@ 10.0% 1,747.71
SUBTOTAL 19,224.82
PROFIT@ 10.0% 1,922.48
GRAND TOTAL 21,147.31
15,617.93
2,030.33
17,648.26
1,764.83
19,413.09
1,941.31
21,354.40 I
500.00
32,262.80
832.24
2.030.33
35,125.37
3,512.54
38,637.91
3,863.79
42.so,.10 I
32.263
35,125
3,513
38,638
3,864
42,501.70
4 44-1
Stantec
OUTLINE
SPECIFICATIONS
CCCC — Geothermal Neat Pump Project
0900527701 DCC #9t67
Stantec #70600150
15 March 2002

COASTAL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
ST ANTEC: PROJECT NO. 70600124
DIVISION 01 -GENERAL RE Q UIREMENTS
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID# 00527701 DCC# 1167
Division 1 shall include Instruction to Bidders, General Conditions of the Contract and Special
Conditions .
DIVISION 02 -SITE CONSTRUCTION
Section 02050 -Demolition:
This section includes removing site structures, walkways, trees, shrubbery and other site features,
as well as portions of existing building features, structures, coverings and finishes that will not
remain as part of the finished work. Protective construction will be installed for site features
indicated to remain.
02070 -Selective Demolition:
This section includes portions of existing building and site features, structures, coverings and
finishes that will not remain as part of the finished work. Protective construction will be
installed for site features and vegetation indicated to remain and located in the vicinity of work
areas.
DIVISION 03 -CONCRETE
Section 03100 -Concrete Formwork:
This section includes forms for slabs, stair landings and poured-in place concrete pads. Forms
shall be made of 5-ply Douglas fir not less than 5/8" thick especially processed to resist moisture
and conforming to Plyform Class I, B-B, Ext. -DFPA of U.S. Product Standard PS 1-66.
Section 03200 -Concrete Reinforcement:
This section includes the following:
All reinforcement shall be placed in strict accordance with ACI codes.
Steel reinforcement shall conform to ASTM A 615, grade 60 with a yield strength of 60,000 psi.
Welded wire fabric shall conform to standard codes.
Section 03300 -Cast-In-Place Concrete:
This section includes concrete poured-in place. Concrete shall be 4,000 psi, regular weight
concrete. This section includes all necessary accessories
DIVISION 04 -MASONRY
Section 04810-Unit Masonrv :
COAST AL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600124
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID# 00527701 DCC# 1167
Section includes 4" brick to match existing and concrete masonry and all necessary
reinforcement and accessories. Miscellaneous patching and repair.
Section 04901 -Mason ry Restoration:
Section includes inspection of existing mortar joints, cutting out loose or deteriorated mortar to a
depth of 1-1/2" and replacing mortar with new to match original mortar joints. Repointing mortar
shall not exceed the compressive strength of existing brick and limestone. Replacement mortar
shall match color of existing mortar
DIVISION 07 -THERMAL AND MOISTURE PROTECTION
Section 07270 -Firestoppin g:
This section includes fire-rated caulk, fillers, backer materials, and accessories per UL
penetration assemblies selected for specific types of conduit, pipe and other penetrations through
rated walls.
DIVISION 08 -DOORS AND WINDOWS
Section 08111 -Hollow Metal Doors and Frames:
This section includes the following:
16 ga. hollow metal door frames for masonry and gypsum board walls. Frames shall be fire rated
where indicated on Door and Frame Schedule.
Heavy duty insulated metal doors. Doors shall be fire rated where indicated on Door and Frame
Schedule.
Section 08211 -Wood Doors:
This section includes 1-3/4" thick fire-rated and non-fire-rated premium grade flush solid-
core wood doors with hardwood veneer faces, generally complying with the standards of the
Architectural Woodwork Institute (AWI).
Section 08305 -Access Doors:
This section includes fire-rated and non-rated access doors for service access to concealed
spaces. Products generally will include key-locking flush-face units, shop-primed for field
finishing, with concealed frames and hinges. Corrosion-resistant frames generally will be
provided for installation into drywall, cement plaster, masonry or other cementitious
substrates.
Section 08710 -Door Hardware:
This section includes products and installation requirements for the types of applications
indicated, including reproductions of historic hardware, mortise latch sets and lock sets with
lever handles, lock cylinders, deadbolts, hinges, closers, thresholds, and provisions for
2
COAST AL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
ST ANTEC: PROJECT NO. 70600124
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID# 00527701 DCC# 1167
master-keying. Hardware items will generally comply with the requirements of the NC
Building Code and the Americans with Disabilities Act of 1990 (ADA) where possible. A
schedule of hardware sets will be included with the specification.
DIVISION 09 -FINISHES
Section 09255 -Gypsum Board Assemblies:
This section includes repair and reconstruction work for gypsum plaster systems, installation
over existing wood lath or new corrosion resistant lathing, restoration of damaged plaster,
and reconstruction of missing flat plaster work. Work will generally comply with
applicable standards of ASTM and recommendations of the "Gypsum Construction
Handbook" by US Gypsum Company.
Section 09255 -Gypsum Board Assemblies:
This section includes non-load bearing corrosion-resistant metal support systems for
suspended ceilings, walls and shaft wall, complete with accessories, gypsum wall board, tile
backer board, and drywall finishing systems for fire-rated and non-fire-rated walls and
ceilings.
Section 09511 -Acoustical Ceilings:
This section includes suspension systems and acoustical panels for lay-in flat panel ceilings.
Products generally will include white exposed T-bar corrosion-resistant suspension grid and
accessories, square-edge mineral fiber panels for dry locations and white textured square-
edge ceramic bonded panels for wet locations.
ACT-1
ACT2
ACT3
Match Armstrong "Cortega" 2' x 2'x 5/8"
Match Armstrong "Tundra" 2" x 2' x 5/8"
Match Armstrong "Fine Fissured Ceramaguard" 2" x 2" x 5/8"
See Room Finish Schedule for locations
Section 09900 -Paintin g:
This section includes the following:
Alkyd gloss enamel and primer for use over metal on hollow metal doors and frames.
Latex semi-gloss enamel and primers for use over gypsum board, concrete block, and piping
insulation wrapped with canvas jacket.
Semi-gloss epoxy paint and block filler for use over concrete block.
All painted surfaces to receive 1 prime coat and (2) two finished coats unless otherwise
specified .
3
COASTAL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600124
DIVISION 15 -MECHANICAL
Section 15000 -General:
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID# 00527701 DCC# 1167
Bids shall be taken for HV AC (heating, ventilating, and air conditioning) work. Drawings shall
be identified as "H".
Section 15010 -Basic Mechanical Re q uirements:
Submittal data for each piece of equipment shall be provided by the contractor.
Operating and Maintenance Manuals shall be prepared by the contractor.
All material and equipment shall comply with N.C. State Building Codes, N.E.C., U.L., and
ASME.
Record drawings shall be kept by the contractors to accurately portray installed conditions and
any revisions.
Cutting and patching shall be as identified in Division 1.
Inactive elements shall be removed.
Section 15075 -Division of Work. Division 15/16:
Unless otherwise indicated on Drawings, all motor starters shall be provided under Division 15.
Starters will be mounted division 15 .
The Division 16 Contractor shall furnish all power wiring for Division 15 equipment Under
Division 16, line side terminations and termination point devices shall be provided. Under
Division 15 , wiring from the termination point to the mechanical equipment, up to and including
final connections, shall be provided. Division 15 shall make all final wiring connections to all
Division 15 equipment.
Disconnects for all motors and electrical devices shall be provided under Division 16 unless
otherwise noted.
Section 15050 -Basic Mechanical Materials and Methods:
Miscellaneous supports, framing, nailers, blocking, fasteners and anchorage for all mechanical
equipment shall be provided by the contractor. Sealers shall be utilize~ around all penetrations
of walls, floors, and ceilings which are fire and smoke rated. Access doors shall be provided in
ductwork and equipment as required on all equipment as necessary for maintenance, security or
safety.
Miscellaneous devices, equipment and material normally required for a functioning mechanical
4
COAST AL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600124
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID # 00527701 DCC# 1167
system of the nature specified and indicated shall be provided under this division.
Section 15075 -Division of Work. Division 15/16:
Unless otherwise indicated on Drawings, all motor starters shall be provided under Division 16.
Starters will be mounted and wired under Division 16.
Disconnects for all motors and electrical devices shall be provided under Division 16 unless
otherwise noted.
All control devices shall be provided under Division 15.
Section 15100 -Valves:
Valves shall be selected to meet the pressure requirements of the systems that they serve.
Gate valves
Globe valves
Needle valves
Swing check valves
Ball valves
Butterfly valves
Section 15125 -Pi pe Ali gn ment Guides and Anchors:
Silent check valves
Combination balancing and shut-off valves
Drain valves
Lubricated plug valves
Expansion of hot piping shall be compensated for by the provision of loops designed for that
purpose and by the use of flexible pipe connections. Flexible pipe connectors shall be used for
the piping connections to all moving equipment.
Section 15135 -Meters and Ga ges:
Pressure gages, thermometers, flow meters, insertion wells, shut-off cocks, pilot tubes, test plugs,
and snubbers shall be provided as required for accurate reading of all variable system parameters
for water, or air.
Section 15145 -Han1?.ers and Su pports:
The necessary supports, hangers, guides, and anchors shall be provided for all mechanical pipe,
duct, equipment, and other appurtenances. Inserts, brackets, plates, lugs, clamps, rods, and
structural framing shall be provided as required for static and dynamic loads.
Section 15170 -Motors:
All motors furnished with mechanical equipment under Division 15 s}:lall be high efficiency type
and shall comply with NFPA 70, "National Electrical Code" and NEMA MG 1, "Motors and
Generators". Motors 1/2 HP and larger shall be polyphase. Motors smaller than 1/2 HP shall be
single-phase. Motor frequency rating shall be 60 Hz.
Section 15171 -Variable S peed Drives:
5
COAST AL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600124
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID# 00527701 DCC# 1167
Furnish complete variable frequency drives as specified for the fans and pumps. All standard
and optional features shall be included within the VFD enclosure, unless otherwise specified.
VFD shall be housed in a metal NEMA 1 enclosure.
Section 15190 -Mechanical Identification:
All mechanical equipment and material shall be appropriately identified by one of the following
methods:
Painted identification materials
Plastic pipe markers
Plastic tape
Plastic duct markers
Valve tags
Section 15241 -Vibration Control:
Valve schedule frames
Engraved plastic-laminate signs
Plastic equipment markers
Plasticized tags
All mechanical equipment with rotating, reciprocating or oscillating components shall be
mounted on, or suspended from, vibration isolators to prevent transmission of vibration and
mechanically transmitted sound to the building structure. Vibration isolators shall be selected in
accordance with the weight distribution so as to produce reasonably uniform deflection.
Vibration isolator type and static deflection shall be selected so as to allow a maximum of one
percent vibration transmissibility to building structure at lower driving frequency for equipment.
Section 15250 -Mechanical Insulation:
Provide appropriate insulation for all piping, ductwork, and equipment.
Pipe insulation shall be molded fiberglass with FRJ covering. Cold piping shall have continuous
vapor barrier seal.
Ductwork shall have blanket type glass fiber insulation with all service foil reinforced vapor
barrier jacket. Insulation shall have 1.5 lb. density or greater.
Equipment shall be insulated with rigid, preformed, fiberglass having glass reinforced vapor
barrier aluminum foil jacket.
Valve bodies shall be insulated. All insulation, adhesives, and sealants shall comply with the
required flame and smoke developed ratings.
Section 15510 -H ydronic Pi pin g and S pecialties:
A complete system ofhydronic piping shall be provided for chilled and heating hot water
systems. Terminal transfer equipment such as coils will be provided. All systems will utilize
new pumps. Specialties to be included are strainers, isolation valves, and relief valves.
6
COAST AL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
ST ANTEC: PROJECT NO. 70600124
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID # 00527701 DCC# 1167
Ground loop piping shall be constructed from polyethylene 3408 piping at a pressure rating of
160 psi, SDR rating of 11.0 series 160. Parallel ground loop piping shall be used to reduce
friction and head losses.
Section 15540 -Pumps:
HV AC distribution pumps shall include bronze fitted end-suction and base mounted centrifugal
pumps or close-coupled inline pumps. Pumps shall supply ground coupled heat pump water
loop, water to water heat exchanger loop, as well as the ground water source loop.
Section 15745 -Ground source heat pump s:
Vertical ground source heat pump(GSHP) units shall condition zones in building. Vertical
GSHP's shall be completely factory built and capable of operating with an entering water
temperature from 20°F to 120°F as standard. All equipment must be rated and certified and
labeled in accordance with ARVISO, NTRL or CSA. ). The GSHP's shall be a packaged system
consisting of cabinet, compressor, heat exchangers, fan, filters, and controls.
Section 15755 -Ground Source Water to Water Heat Excham!ers:
Ground source water to water heat exchangers shall be provided to supply hot water to the main
air handling unit coil in heating season and supply chilled water to the main air handling unit coil
in cooling season. Water to water heat exchanger shall be capable of producing 118°F water
during heating season and 45°F water during cooling season.
Section 15835 -Unit Heaters:
Hot water unit heaters shall be provided for heating mechanical spaces. Unit shall consist of a
fan, hot water coil, thermostat, and hydronic specialties.
Section 15854 -Outside Air Handling Units w/: Air to Air Ener gy Recovery Units
A horizontal draw-thru constant volume air handling unit shall be provided. Unit shall consist of
a combination filter section, a return fan, energy recovery section, hot/chilled water coil, hot
water reheat coil, and centrifugal fan.
Specified outside air handling units shall include an air to air heat recovery device. The air to air
energy recovery units shall consist of a heat recovery device and shall be installed in the housing
of the Outside Air Handling Unit. The energy recovery unit shall be a type that allows less than
5% cross contamination of the two airflows. The energy recovery unit shall be capable of
recovering both sensible and latent loads.
A centrifugal supply and exhaust fan shall be included with these units·.
Section 15870 -Fans:
General exhaust shall utilize centrifugal belt driven in-line type or belt driven roof mounted fans.
In-line fan housings shall be of the square design constructed of heavy gauge galvanized steel
7
r
I
COAST AL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600124
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID # 00527701 DCC# 1167
and shall include square duct mounting collars. Roof mounted fans shall be spun aluminum and
belt driven.
Mechanical ventilation exhaust shall utilize belt driven sidewall propeller fans with aluminum
blades.
Section 15891 -Ductwork:
High pressure metal ductwork shall be provided for new centrifugal fan. High pressure ductwork
shall be round spiral galvanized sheet metal duct. Low pressure metal ductwork shall be provided
for new fan coil units and shall be galvanized sheet metal: shop fabricated, and rectangular. All
ductwork shall be in compliance with SMACNA "HY AC Duct Construction Standards".
Section 15910 -Ductwork Accessories:
As part of the ductwork system the following accessories shall be provided:
Dampers
Fire dampers
Turning vanes
Duct hardware
Section 15932 -Air Outlets and Inlets:
Duct access doors
Flexible connectors
Hangers and supports
All air distribution devices for air conditioning, ventilation, and exhaust shall be provided.
Registers, grilles, louvers, and diffusers shall be provided. Appropriate balancing devices shall
be provided. Adjustable air pattern designs shall be provided for all supply air devices
Section -15985 -Controls and Instrumentation:
The controls will be DDC. Actuators shall be electronic. Sensing shall be electronic unless
otherwise noted.
Section 15990 -Testing. Adjusting and Balancing:
All water systems shall be thoroughly tested, adjusted, and balanced to meet design conditions.
A sufficient number of control devices will be provided in all systems to obtain the required test,
adjust, and balance results. Accurate records shall be kept of final results for approved and
record keeping. This work shall be done by an independent test and balance contractor having
AABC or NEBB certification.
DIVISION 16 -ELECTRICAL
Section 16000 -General:
Drawings and general provisions of Contract, including General and Supplementary Conditions
and Division 1 Specification Sections, apply to work of this section.
It is understood that the rights and benefits given the Owner by the guarantees found in these
technical specifications are in addition to, and not in derogation of, any rights or benefits found
8
COAST AL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600124
in the special and general provisions of the Contract.
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID# 00527701 DCC# 1167
A separate bid shall be received for electrical work. The related drawings are identified as "E".
Section 16010 -Basic Electrical Re quirements:
Submittal data for each piece of equipment shall be provided by the Contractor.
Coordinate the installation of electrical equipment and materials above ceiling with suspension
system, mechanical equipment and systems, and structural components.
All material and equipment shall comply with N.C. State Building Codes, N.E.C. and U.L.
Record drawings shall be kept by the Contractors to accurately portray installed conditions and
any rev1s1ons.
Cutting and patching shall be identified in Division l.
Section 16015 -Testin g and Placin g in Service:
Provide all material, equipment, labor and technical supervision to perform and complete the
electrical acceptance tests. Notify engineer at least three working days in advance of tests.
Provide records of tests and inspections.
Section 16025 -Division of Work 15/16 -
Contractor shall provide combination motor starters. Starters shall be furnished, installed, and
wired under Division 16.
Disconnects for all motors and electrical devices shall be provided under Division 16 unless
otherwise noted.
All control devices shall be furnished, installed, and wired under Division 15.
Section 16045 -Electrical Related Work:
Contractor shall provide all cutting, patching, painting and concrete work as it relates to the
electrical work.
Section 16050 -Electrical Materials and Methods:
Requirements common to most electrical installations and limited scope general construction
materials and methods for application with electrical installations will be addressed.
Section 16100 -Raceways . Boxes. and Cabinets:
All wiring shall be in raceways. Raceways shall be EMT with steel compression fittings, rigid
steel conduit and/or intermediate metal conduit. Branch circuits in the·building will be EMT,
and feeders will be rigid steel conduit.
Outlet boxes shall be galvanized sheet-steel, NEC sized, for flush/surface mounting. Device
boxes shall be galvanized sheet-steel, NEC sized, for flush/surface mounting. Junction and pull
boxes shall be galvanized sheet-steel, U.L. listed, screw-on covers, capped-type screws.
9
l
[
l
COAST AL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600124
Section 16120 -Wires and Cables:
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID # 00527701 DCC# 1167
Secondary voltage conductors shall be stranded, copper, type "THWN", feeders; Type "THHN",
interior branch circuits. Conductors shall be color coded.
Section 16143 -Wiring Devices:
All wiring devices shall be specification grade. Toggle switches shall be ivory color provided
with grounding terminals, rated 20A., 125V., 3-wire. General purpose receptacles shall be rated
20A., 125V., 3-W., color-coded for purpose; normal power, ivory; surge protection, blue. Cover
plates shall be Lexan plastic. Each device shall be identified by circuit number and voltage.
Section 16170 -Circuit and Motor Disconnects:
Disconnect switches shall be fusible and/or non-fusible type, surface mounted, heavy duty, rated
600 Volts, horsepower rated, sheet-steel enclosure, U.L. listed. Motors not in site of motor
starter shall be provided with disconnect switch (non-fused).
Section 16183 -Molded Case Circuit Breakers (MCCB's):
Individual mounted circuit breakers shall be molded case type, U.L. listed, rated 600 Volts,
interchangeable trip units and adjustable magnetic trips.
Section 16190 -Supporting Devices:
Supporting devices shall include beam clamps, one and two-hole conduit straps, steel rods, hex-
nuts, toggle bolt and lead expansion anchors, wall and floor sleeves and sealants, and U-channel
steel supports.
Section 16195 -Electrical Identification:
All major electrical equipment shall be identified with engraved laminated signs. Conductors
identification shall be by vinyl-cloth self-adhesive markers; conduits, adhesive plastic-sheet
markers.
Section 16470 -Panelboards:
Panelboards shall be dead-front type, suitable for flush or surface mounting, copper bus, utilizing
molded case circuit breakers, separate neutral bus and ground bus, for power-distribution, and
lighting and appliance panelboards. Power distribution panelboards shall be rated 208Y/120
Volts, 3-phase, 4-wire, lighting and appliance panelboards.
Section 16475 -Overcurrent Protective Devices:
Individual mounted circuit breakers shall be molded case type, U.L. listed, rated 600 Volts,
interchangeable trip units and adjustable magnetic trips.
Section 16477 -Fuses. Low Voltage:
Low voltage fuses rated 600 or 250 volts, time-delay type, 200,000 ampere RMS, shall be
provided for fusible disconnect switches utilized for overcurrent protection of motors, electrical
devices, etc.
10
l
COASTAL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600124
Section 16481 -Motor Controllers:
OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID# 00527701 DCC# 1167
Motor controllers will be specified with control transformer, two primary fuses, secondary fuse,
grounded X2, run light and hand-off auto switch in door. All remote, wall mounted controllers
serving Division 15 equipment will be furnished under Division 15.
Section 16515 -Interior Li ghtin g Fixtures:
Interior illumination shall be provided by fluorescent, ceiling recessed and surface mounted
lighting U.L. listed. fixtures in accordance with the LIGHT FIXTURE SCHEDULE.
Section 16721 -Fire Alarm System:
The new fire alarm system will be completely addressable. New duct detectors will be served
directly from the new system. Elements of the old 4002 Simplex Fire Alarm panel will be tied
into the new system using an 18"x18"x6" junction box with terminal strips. Each zone from the
old system will tie back to the new systems as a discreet device. The new fire alarm system will
provide the appropriate signal to the HV AC Control system to shutdown air handling equipment
as necessary.
END OF OUTLINE SPECIFICATIONS
11
COASTAL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600150
DIVISION 16 -ELECTRICAL
Section 16000 -General:
ELECTRICAL OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID# 00527701 DCC# 1167
Drawings and general provisions of Contract, including General and Supplementary Conditions
and Division 1 Specification Sections, apply to work of this section.
It is understood that the rights and benefits given the Owner by the guarantees found in these
technical specifications are in addition to, and not in derogation of, any rights or benefits found
in the special and general provisions of the Contract.
A separate bid shall be received for electrical work. The related drawings are identified as "E".
Section 16010 -Basic Electrical Requirements:
The Contractor shall provide submittal data for each piece of equipment.
Coordinate the installation of electrical equipment and materials above ceiling with suspension
system, mechanical equipment and systems, and structural components.
All material and equipment shall comply with N.C. State Building Codes, N.E.C. and U.L.
Record drawings shall be kept by the Contractors to accurately portray installed conditions and
any revisions.
Cutting and patching shall be identified in Division 1.
Section 16025 -Division of Work 15/16:
Contractor shall provide combination motor starters. Starters shall be furnished, installed, and
wired under Division 16.
Disconnects for all motors and electrical devices shall be provided under Division 16 unless
otherwise noted.
All control devices shall be furnished, installed, and wired under Division 15.
Section 16045 -Electrical Related Work:
Contractor shall provide all cutting, patching, painting and concrete work as it relates to the
electrical work.
Section 16050 -Electrical Materials and Methods:
Requirements common to most electrical installations and limited scope general construction
materials and methods for application with electrical installations will be addressed.
Section 16100 -Raceways. Boxes, and Cabinets:
All wiring shall be in raceways. Raceways shall be EMT with steel compression fittings, rigid
steel conduit and/or intermediate metal conduit. Branch circuits in the building will be EMT,
and feeders will be rigid steel conduit.
Outlet boxes shall be galvanized sheet-steel, NEC sized, for flush/surface mounting. Device
boxes shall be galvanized sheet-steel, NEC sized, for flush/surface mounting. Junction and pull
boxes shall be galvanized sheet-steel, U.L. listed, screw-on covers, capped-type screws.
COASTAL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600150
Section 16120 -Wires and Cables:
ELECTRICAL OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID # 00527701 DCC# 1167
Secondary voltage conductors shall be stranded, copper, type "THWN", feeders; Type "THHN",
interior branch circuits. Conductors shall be color coded.
Section 16143 -Wirin g Devices:
All wiring devices shall be specification grade. General purpose receptacles shall be rated 20A.,
125V., 3-W., color-coded for purpose ; normal power, brown; surge protection, blue. Cover
plates shall be Stainless Steel. Each device shall be identified by circuit number and voltage.
Section 16170 -Circuit and Motor Disconnects:
Disconnect switches shall be fusible and/or non-fusible type, surface mounted, heavy duty, rated
600 Volts, horsepower rated, sheet-steel enclosure, U.L. listed. Motors not in site of motor
starter shall be provided with disconnect switch (non-fused).
Section 16183 -Molded Case Circuit Breakers (MCCB's):
Individual mounted circuit breakers shall be molded case type, U.L. listed, rated 600 Volts,
interchangeable trip units and adjustable magnetic trips.
Section 16190 -Su pportin g Devices:
Supporting devices shall include beam clamps, one and two-hole conduit straps, steel rods, hex-
nuts, toggle bolt and lead expansion anchors, wall and floor sleeves and sealants, and U-channel
steel supports.
Section 16195 -Electrical Identification:
All major electrical equipment shall be identified with engraved laminated signs. Conductors
identification shall be by vinyl-cloth self-adhesive markers; conduits, adhesive plastic-sheet
markers.
Section 16452 -Groundin g:
The 208Y/120 Volt, 3-phase, 4-wire systems shall be grounded in accordance with NEC. A
separate green equipment ground conductor shall be provided in all raceways and connected to
panelboard ground buses. Each toggle switch shall be provided with grounding terminal and
grounded to circuit grounding conductor.
Section 16470 -Panelboards:
Panelboards shall be dead-front type, suitable for flush or surface mounting, copper bus, utilizing
molded case circuit breakers, separate neutral bus and ground bus, for power-distribution. Power
distribution panelboards shall be rated 208Y/120 Volts, 3-phase, 4-wire; and 480Y/277 Volts, 3-
phase, 4-wire .
Section 16475 -Overcurrent Protective Devices:
Individual mounted circuit breakers shall be molded case type, U.L. listed, rated 600 Volts,
interchangeable trip units and adjustable magnetic trips.
Section 16477 -Fuses , Low Volta ge:
Low voltage fuses rated 250 volts, time-delay type, 200,000 ampere RMS, shall be provided for
fusible disconnect switches utilized for overcurrent protection of motors, electrical devices, etc.
2
r
COASTAL CAROLINA
COMMUNITY COLLEGE
JACKSONVILLE, NORTH CAROLINA
STANTEC: PROJECT NO. 70600150
Section 16481 -Motor Controllers:
ELECTRICAL OUTLINE SPECIFICATIONS
(DESIGN DEVELOPMENT)
ID# 00527701 DCC# 1167
Motor controllers will be specified with control transformer, two primary fuses, secondary fuse,
grounded X2, run light and hand-off auto switch in door. All remote, wall mounted controllers
serving Division 15 equipment will be furnished under Division 15.
END OF ELECTRICAL OUTLINE SPECIFICATIONS
3
Stan#ec
THERMAL CONDUCTIVITY
TEST RESULTS
CCCC -- Geothermal Heat Pump Project
ID #00527701 DCC #1167
Stantec #70600150
15 March 2002

AMILTON
ENGITIEERNG & DESIGN, INC,
March 7, 2002
Thermal Conductivity Test Results
Coastal Carolina Community College
Jacksonville, North Carolina
Hamilton Engineering & Design, Inc„ in collaboration with Ewbank & Associates and Climate
Control of Jacksonville, performed a thermal conductivity test at the Coastal Carolina
Community College in Jacksonville, North Carolina on March 1, 2002
The test borehole was 200 feet in depth and 4 1/2" in diameter. A 1" inch loop was installed and
the borehole was backfilled with sand. The formation was saturated sand.
The average thermal conductivity (k) for the borehole was 1.4 btu/degree F-hr-foot. This is an
average conductivity per foot for the borehole. This value represents the rate at which the
borehole and soil will transfer heat- It is an important variable in determining the amount of
ground heat exchanger required for a given system.
The calculated thermal conductivity values were very consistent over differing intervals and over
long intervals. The values were essentially the same over the intervals from 300 minutes to 600
minutes, 300 minutes to 1000 minutes, and 300 minutes to 1260 minutes.
All test equipment, methods, procedures, calculations, and interpretation is done in accordance
with the recommendations and guidelines of the International Ground Source Heat Pump
Association. Supporting graphs and data are provided with the attached documents (files),
414"1\
Donald Hamilton, PE
President
A
. �t�:,��►pl
7 .■' .fir
114 Bonnet Court + Surf Cite + NC 25445 ■ Pli 910-'28-551 1 Fax [phone] o E-mail dhamiltonpe c'aol.com

interval 300 min to 600 min
k = 1.42 Btulhr-degree-ft
85
interval 300 min to 1000 min
is = 1.43 Btulhr-degree-ft
80
interval 300 min to 1260 min
2 k = 1.39 Btulhr-degree-ft
2
m 75
a
70 -
65 1_
60
10
la� ,
~r•syOk
.�' ■
Q
SEAL
Coastal Carolina Community College HIM
Thermal Test Z
Graph of Log Time of Temp Avg'tq� �'+•�
1000 min 1260 min
21 hours
300 min
5 hours
100
Log Time (minutes)
1000
10000

oleo'
HCA
90
88
86
84
82
80
as
78
L
76
d
E 74
72
70
fib
66
64
62
60
r
Coastal Carolina Community College
Thermal Test
Graph of 5uppiy,Temp Avg,Return
Y T- T-' r T T r r r r
r- CN M v CO 07 C7 Cal
Time (minutes)

Coastal Carolina Community College
Thermal Test =�
Graph of Wattage
3200
3100
3000
2900 -- - - ---- -
2800 - - -- - - - - - -- - - - --
i
I
2700
2600 - - -- -- - - - - - - -
I
2500 -- - --
1 61 121 181 241 301 361 421 481 541 601 661 721 781 841 901 961 1021 1081 1141 1201 1261 1321 1381

f
Stantec
LIFE CYCLE COST
ANALYSIS
CCCC — Geothermal Heat Primp Project
ID #00527701 ACC #1167
Stantec #70600150
15 March 2002

LIFE CYCLE COST ANALYSIS
FOR
COASTAL CAROLINA COMMUNITY COLLEGE
GEOTHERMAL HEAT PUMP PROJECT
ID 00527701
DCC: 1167
BY
ST ANTEC CONSULTING
TONY LEWIS, PE
STANTEC PROJECT 70600150
REVISION0
FEB. 2, 2002
MINIMUM REQUIRED ALTERNATIVES FOR LIFE CYCLE COST ANALYSIS
PROJECT- l7' f�r�r� ID NO. 129S 7701
7
Component
Alternatives to Analyzed
YIN
Predesign
Maintain status quo do nothing)
Now acquisition or construction
Leasing
Renovation, upgrade, or revitalization of an exiting facility
Use of other State facilities
/V
Site and Program
Building shape and orientation on the planned site Cincluding impact on
11VIR
adjacent buildings)
I Alternative site(s)
Architecture
Substructure
❑ Foundations
❑ Slab on grade
0%
❑ Basement excavation
❑ Basement and retaining walls
Superstructure
❑ Floor construction
Cl Roof construction
❑ Stair construction
Wall construction
❑ Increased insulation levels, insulation placement, etc.
❑ Mass (passive solar thermal storage)
❑ Daylighting
❑ Building envelope (exterior closure) type
Fenestration
❑ Type, amount, and location/orientation of glass
❑ Indoor/outdoor shading devices
❑ ❑aylighUng
13
Interior space plan
0 Space arrangement
❑ Circulation
❑ Finishes and colors
❑ !veiling heights
Roof construction
❑ Increased insulation levels, type of insulation
❑ Roof membrane type and color
❑ Daylighting
Conveyances
❑ Selection of elevators and dumbwaiters
❑ Escalators
CI
77

HVAC Secondary HVAC system(s)
~ System(s) type(s) and zoning
~ Economizer cycle(s) :d' Heat recovery (exhaust air, internal source, etc .)
□
Primary HVAC system(s)
fa( System(s) type(s) and energy sources b Pumping/piping configuration ~ Heat recovery, waterside economizer cycle, etc.
a Thermal storage {electrical demand shifting) /},,o
/6" A-v-.,~bk-e~,;,._ eo ,,,~
Plumbing Plumbing system(s) '"V
/V;l+ □ Domestic hot water generation (method and energy source)
□
Electrical Lighting
a Artificial lighting levels, methods, and control, including
/v'fr □ general lighting and task lighting.
Daylighting
□
Power ~ Voltage selection (building and large equipment) 4' Transformers (quantity, locations, efficiencies)
~ /t¼ct!c..b/l,,, dk:/rrc.J ;7Prl~
78
STATE CONSTRUCTION OFFICE
N.C. KEPT. OF ADMINISTRATION
Page 1

Page 2

"w STATE CONSTRUCTION OFFICE
3 N.C. DEPT. OF ADMINISTRATION
' RALEIGH NORTH CAROLINA
'EAR
CAPITAL $
1
$30,485
2
$30,485
3
$30,485
4
$30,485
5
$30,485
6.
$30,485
7
$30,485
8
$30,485,
9
$30,485
10.
$30,485
11
$30,485
12!
$30,485"
13
$30,485
14
$30,485
15
$30,485
16
$30,485'
17
$30,485
18
$30,485,
19
$30,485
20
$30,485
21
$0
22
$0
23
$0
24
$0
25
$0
26
$o
27
$0
28
$0 -
29
$0-_
30
$0
31
$0
32
$0
33
$0
34
$0
35
$0
ToT.j
$609.707
ENERGY $ l
$19,755
$20,288
$20,836
$21,399
$21,977
$22,570
$23,179
$23,805
$24,448�
$25,108
$25,786
$26,482
$27,197
$27,931
$28,686
$29,460
$30,255
$31,072.
$31,911
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0'
$0
$0
DUI
476
MAINTENANCE $1
$16, 583
_$17.031
$17,491
$17,963
$18,448
$18,946
$19,457
$19,983
- $20.522
$21,076
$21,645
$22,230 1
$22,830
$23,447
$24,080
$24,730
$25,3971
$26,083
$26,787
$0
$0
$0
$0,
$0�
$0
$0
$0
$0
$0
$0
$0
$0
$a
$0.
$0
$404.729
REPAIRIREPLACE $ j
$0
$0
$0
$0
$0
$0
-$0
$0
$0
$0
$0'
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0_
$0.-
TOTAL. COST
$66,823
$67,804
$68,812
$69,847
$70,910
$72,001
$73.122
$74,273
$75,456
$76,670
$77,917
$79,197
$80,513
$81,863
$83,251
$84,675
$86,138
$87,641
$89,184
$30,485
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
TOTAL_ LIFE CYCLE COST FOR ALTERNATIVE NO. GSHP 1 $1,496,5831
Page 3

STATE CONSTRUCTION OFFICE
' €f N.C. DEPT. OF ADMINISTRATION
"
RALEIGH NORTH CAROLINA
:::.....................
::...,
GE f3A
............................ .........
PRQ:IECf:I+FAME-
................. ...........-................. ....-................ ................
Coastal Carolina CommunityCollege - Learning Center
_ _ -PROJECT:-1 . -
527701---------------
= A[3ENCY::
]North Carolina CommunityCollege System
TI DE51114 i4L� ERNA VE:::::.
:: :::: :
_ _ 512=:1.....l3pil�1­1
FCU
::.::::..........-..-...I................
.=:=:='f'k�L.l~:::::: ::
......................... ..... ..
. .
I=an Coil Units
.RIFT. >:-
The fan coil system uses individual fan coils to provide zoning
control for the building. Each fan coil unit consists of a unit with a
filter, fan, heating coif, and cooling coil. Separate pipes route chilled
-:
water and hot water to the individual fan coil units. The hot water for
the building is generated by a bailer system, and the chilled water is
generated by a chiller system.
=:Al.ittiL- ERFOF ifdE Y :
5.
::_::=:::: :::::::.:::. . ....11.1.%%1.1.1..:::::...................:::::::.........:....;:::::;::.. .
------------------ ..
NAN'I:E::::::
..... -- --- - . ....... ........-..-.............., ........
Tan Lewis
....DATE : - -
:: 26-Jan-02
Page f

STATE CONSTRUCTION OFFIC
C4,--
N.C. DEPT. OF ADMINISTRATI❑
RALEIGH. NORTH CAROLIN
----- - ---
C�tE+1T►Git- 3d8 50g
= t Q0
.......-..
':= ►�i� �::::I .......... ...................
.
o a :: .:::=: :=
5.4 /e /v..
-.-.-..--...
:. :L WROND . - F ..�l - - ....... - .. .
Page 2

'EAR
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25{
26
27
28:
29
30
31
_3Z_
33 _
34 _
- 35
TOT.
$27,9651
$27,965
$27,965
$27,965
$27,9651
$27,965
$27,965
$27,965
$27,965
$27,965
$27,965
$27,965
$27,965
$27,965!
$27,965.
$27,9651
$27,965;
$27,965 j
$27,965
$27,965
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
559.3041
iY�
$26,959
$27,687
$28,434
$29,202
$29,991:
$30,800
$31,632 -
$32,4861
$33,363
$34,264
$35,189
$36,139
$37,115
$38,117
$ 39,146
$40,203
$41,289
$42,403
$43,548
$44,724
$0
$0
$0
$❑
$❑
$0
_$0.�
$a
$o -
$0
$0
$0
$0
$0
$0
702.6931
JANCE_$
$25,986'
$26,688
$27,408;
$28,1481
$28,908;
$29,689
$30,490
$31,314
$32,159
$33,027;
$33,919
$34,835
$35,7751
$36,741 1
$37,733
$38,752
$39,798
$40,873
$41,977
$43,110
$0
$0
$0,
$o!
$0
�0
$o
i$o
$0
$0
_ $0_.
$0
- $o
677.332
STATE CONSTRUCTION OFFICE
N,C. DEPT. OF ADMINISTRATION
RALEIGH. NORTH CAROLINA
REPAIR/REPLACE $
$0
$0.
$o'
$0 -
$Or _
$0
$0
$0
$0
$0.
$0
$0'
w
$0
$0
$0
$0
$0
$0
$0
$0
_ $0
$0
$0
$0
$0 --
$o
$01
$0,
$o';
$0.
$0
_ $0
$0
$0'
TOTAL COST
$80,910
$82,340
$83,808
$85,316
$86,864
$88,454
$90,087
$ 91,765
$93,487
$95,256
$97,073
$98,939
$100,856
$102,824
$104,845
$106,921
$109,052
$111,242
$113,490
$115,799
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
TOTAL LIFE CYCLE COST FOR ALTERNATIVE NO. FCU 1 $1,939,3281
Page 3

;:::
STATE CONSTRUCTION OFFICE
H.C. DEPT. OF ADMINISTRATION
X.19:1CrI7►[+I Id:[f7_klol AIi►1
Page 1

Page 2

STATE CONSTRUCTION OFFICE
7 N.C. DEPT. OF ADMINISTRATION
■ ' ' • RALEIGH NORTH CAROLINA
EAR
CAPITAL $
ENERGY $
MAINTENANCE
REPAIR/REPLACE
TOTAL COST
1
-
$24,520
-
$29,124 '
$22,852
$0
$76,496
2
$24,520
$29,910,
$23,469
$0
$77.,900
3
- -
$24,520
- -
$30,718-
$24,103
$0
$79,341
---
4
$24,520
$31,547
$24,753
$0
$80,821
5
$24,520
$32,399
$25,422
$0
$82,341
6
$24,520
$33,274
$26,108
$0;
$83,902
7
$24,520
$34,172
$26,813
$0`
$85,506
8
$24,520
$35,095
$27,537
- $0
$87,152
9
$24,520
$36,042
$28,281
$01
$88,8_43
_
10, _
$24,520,
$37,016
$29,044
$01
$90,580
11
$24,520
$38,015
$29,828
$01
$92,364
12
$24,520
$39,041
$30,634.
$0
$94,195
13
$24,520
$40,096,
$31,461
$0
$96,077
14,
$24,520
$41,178
$32,310
$0
$98,009
15
$24,520
$42,290
$33,183
$0
$99,993
16
$24,520
$43,432
$34,079
$0
$102,031
17[
$24,520
$44,604
$34,999
$0
$104,123
18
$24,520'
$45,809
$35,944
$01
$106,273
19
$24,520'
$47,046
$36,914
$0'
$108,480
20
$24,520'
$0
$0
$0;
$24,520
21
$0�
$0.
$0
$01
$0
22
$0
$0
$0
$0{
$0
23
$0
$0;
$0
$011
$0
24
-
$0 - -
$0.$0
w
$0
25
4
$0,
$0
$0
$0
26
_$0
$0
$0
$0~
_ $0
27
$0
$0
$0
$0
$0
28
$0
$0
$0
$0
$0
291
$0
$0
$0
$0
$0
30'
-
$0
$0
$0
$0
$0
31
$0
$0
$0
$0T
$0
32
$01
$0
$0
$0
$0
33
$0
$0
$0
--- $0
$0
34
$0
$0:
$0
$0�
$0
35
$0.
$0;
50
$0
$0
TOT.
$490,4071
$710,809!
$557.732!
$0l
TOTAL. LIFE CYCLE COST FOR ALTERNATIVE NO. WSHP
L
$1,T58,948
Page 3

SUMMARY OF RESULTS OF LCC ANALYSIS
OPTION CAPITAL$ ENERGY$ MAINT. $ TOTALLCC $
FAN COIL $559,304 $702,693 $677,332 $1,939,328
WSHP $490,407 $710,809 $557,732 $1,758,948
GSHP $609,707 $482,146 $404,729 $1,496,583
NOTES
1. See attached LCCA-1.0 forms for each system analyzed.
2. Three systems considered include fan coil units with boiler/chiller; water source heat
pumps with cooling tower and boiler; and geothermal heat pumps with no boiler,
chiller or cooling tower.
3. Although fan coil units and water source heat pumps cost less to install initially, the
cost savings from energy and maintenance result in a lower total life cycle cost over a
20 year operating period.
4. Attached is a summary spreadsheet of calculated maintenance costs, as per SCO
guidelines.
STANTEC PROJECT 70600150
COASTAL CAROLINA COMMUNITY COLLEGE GEOTHERMAL HEAT PUMP PROJECT
ID 00527701 DCC: 1167
ESTIMATE OF MAINTENANCE COSTS FOR 3 ALTERNATIVES
ALTERNATE 1: GROUND SOURCE HEAT PUMPS
TOTAL COST: $379,916
%OF APPROX MAINT. MAINT.
COMPONENT TOTAL COST % COST
HEAT PUMPS 35% $132,971 7% $9,308
PUMPS 5% $18,996 3.30% $627
METAL PIPE 15% $56,987 5% $2,849
CONTROLS 10% $37,992 10% $3,799
TOTAL I $16,583 1
ALTERNATE 2: WATER SOURCE HEAT PUMPS
TOTAL COST: $305,579
%OF APPROX MAINT. MAINT.
COMPONENT TOTAL COST % COST
HEAT PUMPS 40% $151,966 7% $10,638
PUMPS 5% $18,996 3.30% $627
METAL PIPE 20% $75,983 5% $3,799
CONTROLS 10% $37,992 10% $3,799
CCOLING TWR 10% $37,992 6% $2,090
BOILER 10% $37,992 5% $1,900
TOTAL I $22.a52 1
ALTERNATE 3: FAN COIL SYSTEM
TOTAL COST: $348,509
%OF APPROX MAINT. MAINT.
COMPONENT TOTAL COST % COST
HEAT PUMPS 40% $151,966 7% $10,638
PUMPS 5% $18,996 3.30% $627
METAL PIPE 20% $75,983 5% $3,799
CONTROLS 10% $37,992 10% $3,799
CHILLER 25% $94,979 6% $5,224
BOILER 10% $37,992 5% $1,900
TOTAL I $2s,9a6 1
3tantec Project No.
DESCRIPTION
Opinion of Probable Construction Cost
Level Construction Documents
70600150
Learning Center
Coastal Carolina Comm, College
Jacksonville, NC
FCU COSTS
DIVISION 1 - GENERAL CONDITIONS
DIVISION 2 - SITEWORK
DIVISION 3 - CONCRETE
DIVISION 4 - MASONRY
'DIVISION 5 - METALS
DIVISION 6 - WOOD & PLASTIC
DIVISION 7 - THERMAL & MOISTURE PROTECTION
DIVISION 8 - DOORS & WINDOWS
DIVISION 9 - FINISHES
DIVISION 10 - SPECIALTIES
"DIVISION 11 - EQUIPMENT
DIVISION 12 - FURNISHINGS
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14 - CONVEYING SYSTEMS
DIVISION 15-MECHANICAL
15.1 - PLUMBING
15.2 - HVAC Equipment
15.3 - FIRE PROTECTION
DIVISION 16 - ELECTRICAL
QUALIFICATIONS:
TOTAL % TOTAL $/SO.FT,
297.825
86.7%
$16,35
1,420
0.3%
$0,06
44,664
13.0%
$2,45
$343,509 100.0% $18.86

COST OPINION -DIVISION 15.2 -HVAC f tan tee Consulting
Project: Coastal Carolina Comm. College
·tocation: Jacksonville, NC
Learning Center
3uildlng Square Footage:
r•c"mo,
!Demo
· Demo Dual-duct boxes
Perno exhaust fan
I Demo hot Deck Fan
Demo Cold Deck Fan
!Chilled Waler coil
,~at water coil
I I Filler Rack
Gravity Intake Vent
~emo Boiler
emo boiler Stack
I Demo Cond . Rec . Pump
Demo Relief Hood
pemo Sound Attenuator
.Demo diffusers
I Demo pumps
lldemo pipinQ
~Demo humidifier
1
Demo ductwork
77"wide
1\·148" wide
!32" -36"wide
J'28" ~30" wide
I 20" -26" wide
~4"-18"wide
112" wide and below
I Demo Ceiling (28 VAV boxes 8 SF ea)
!Demo Ceiling ( 5ftsect. Ductwork)
liNew
Oil fired boiler
!Air cooled chiller
New OAU w/ ER (6680 cfm)
IFAN COILS
I
Lxhaust fan (550 elm)
air distribution(layin supply)
. air distribution(layin return) I ductwork (low pressure)
Flex duct ( 8" Rd)
Spin-in Fittings
i9alancing Damper
Round clamps I Duct hangers
Duct insulation
-;re dampers (20x20)
-ire dampers (50x20)
Plolno
Pump Assembly
18214
Date: 01/21/02
Preparer: Ken Pearce
Reviewer:
Project#: 70600150
I
QUANTITY MAN-
NO. UNIT HOURS
28 ea
4 ea
1 ea
1 ea
1 ea
1 ea
2 ea
1 ea
1 ea
30 LF
1 ea
1 ea
2 ea
150 ea
2 ea
220 LF
1 ea
90 LF
240 LF
100 LF
186 LF
430 LF
650 LF
850 LF
250 SF
300 SF
1 ea
1 ea
1 ea
18 ea
4 ea
126 ea
44 ea
18,615 lbs
850 linear ft
170 ea
10 ea
170 ea
375 ea
12,908 SF
4 ea
4 ea
4 ea
MATERIAL
UNIT COST
6,000.00 6,000
43,000.00 43,000
17,000.00 17,000
1,875.00 33,750
291.00 1,164
27.50 3,465
76.50 3,366
0.32 5,957
3.19 2,71 2
2.41 4HJ
23.00 230
0.74 126
1.00 375
0.29 3,74 3
34.00 136
67.50 270
2,000.00 8,000
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
/ CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR EQUIP-TOTAL
UNIT COST MENT COST
201.00 5.628 5.628
75.00 300 300
450.00 450 450
450.00 450 450
300.00 300 300
300.00 300 300
300.00 600 600
75.00 75 75
1,000.00 1,000 1,000
5.00 150 150
455.00 455 455
75 .00 75 75
100.00 200 200
10.00 1,500 1,500
535.00 1,070 1,070
5.50 1,210 1,210
75.00 75 75
3.66 329 329
3.10 744 744
2.90 290 290
2.75 512 512
2.44 1,049 1,049
1.59 1,034 1,034
1.42 1,207 1,207
2.00 500 500
2.00 600 600
1,500.00 1,500 7,500
4,100.00 4,100 47,100
1,300.00 1,300 18,300
250.00 4,500 38,250
103.00 412 1,576
22.50 2,835 6,300
17.90 788 4,154
2.64 49,144 55 ,100
4 .50 3 .825 6,537
10 .85 I 645 2,254
13.00 130 360
126
2.77 1,039 1,414
1.49 19 ,233 22,976
16.80 67 203
40.50 162 432
1,075.00 4,300 12,300
Demo Tot=
20102.6
DESCRIPTION QUANTITY MAN-
NO. UNIT HOURS
HW piping/fittings(2 1/2') Copper 300 LF
j 2" fibergl ass insulation 300 LF
HW piping/fittin gs(2") Copper 435 LF
2" fiberglass insulation 435 LF
HW piping/fittings(1 -1/2") Cooper 280 LF
I 2" fiberglass insulation 280 LF I HW piping/fittings(3/4") Copper 460 LF
2" fiberglass insulation 460 LF
1V atves(2 ") 6 ea
Valves(1-1/2 ") 8 ea
Valves(3/4") 36 ea
pipe hangers 200 ea
r,ariable frequency drive(2 pumps, 1 OAU) 2 ea
Repair layin ce ili ng
Controls( rstat)
Sensor(OA, Hum, RA, SA)
Freeze State
test and balacing
!Controls
DIVISION 15.2 SUBTOTALS
230 SF
18 ea
4 ea
1 ea
1 Job
1 Job
NC SALES TAX· MATERIAL@ 6.0%
WC & PR TAX· LABOR@ 13 .0%
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
10.0%
I
MATERIAL LABOR EQUIP· TOTAL
UNIT COST UNIT COST MENT COST
6.5 0 1,950 8.00 2.400 4,350
4.65 1,395 2.72 816 2,211
4.47 1,944 6 .55 2,849 4 ,794
4.33 1,884 2 .57 1,118 3,002
3.07 860 5.30 1,484 2,344
4 .17 1,168 2.44 683 1,851
1.59 731 3.63 1,670 2,401
3.49 1,605 2 .20 1,012 2,617
169.00 1,014 29 .50 177 1,191
28 .50 228 20 .60 165 393
10.60 382 13 .30 479 !!60
1.50 300 4.50 900 1,20 0
2,650 .00 5,300 615.00 1.230 6 ,530
1.02 235 0.45 104 33 8
108.00 1,944 33 .00 594 2 .538
97 .00 388 23 .00 92 480
80 .50 81 79.50 80 160
5,000.00 5,000 5,000
5,000.00 5,000 5 ,000
151 ,111 141 ,133 292,244
9,067 9,067
18,347 18,347
160,177 159 ,480 319 ,658
16 ,018 15 ,948 31,966
176 ,195 175,428 351,623
17,620 17 ,543 35,162
I 193,815 11 I 192,911 11 II 386,786 I
COST OPINION -DIVISION 15.3 -FIRE PROTECTION
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21/02
Location: Jacksonville, NC
Learning Center
Building Square Footage:
DESCRIPTION
Connection to fire alarm
DIVISION 15.3 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
18214 Project #: 70600150
QUANTITY ~ NO. UNIT
1 project
NC SALES TAX · MATERIAL@
WC & PR TAX-LABOR@
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
6.0%
13.0%
10.0%
10.0%
I
MATERIAL
UNIT COST
1.00 500
500
30
530
53
583
58
I 641 II
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I CONSTRUCTION DOCUMENTS
I /OTHER
LABOR EQUIP• TOTAL
UNIT COST MENT COST
1.00 500 1,000
500 1,000
30
65 65
565 1,095
57 110
622 1,205
62 120
l 684 II II 1,325 I
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 16 -ELECTRICAL
Stantec Consulting
Project: Coaslal Carolina Comm. College Date: 01/21/02
Location: Jacksonville, NC
Learning Center
Preparer: Peler A. DiGiacomo
Reviewer:
Bu ii ding Square Footage: 18214 Project#: 70600150
I DESCRIPTION
II
QUANTITY I~ MATERIAL
NO. I UNIT : HOURS UNIT COST
Demolition
1 Building
New Work
225A 208Y/120V PANEL 2 EA. 975.00 1,950.00
t'.A /0 CONDUCTOR 7.5 CLF. 189.00 1,417.50
#2 CONDUCTOR 3.6 CLF. 65.50 235.80
#3 CONDUCTOR 2.4 CLF. 65.50 157.20
#6 CONDUCTOR 14.4 CLF. 27.50 396.00
#8 CONDUCTOR 29.0 CLF. 17.50 507.50
c11 12 CONDUCTOR 76.0 CLF 6.45 490.20
2-1/2" GRS CONDUIT 180 LF. 7.45 1.341.00
2-1/2" GRS LOCKNUT$ 12 EA. 4.30 51.60
2-1/2" GRS COUPLINGS 12 EA. 4.86 58.32
2-1/2" GRS 90° ELBOWS 6 EA. 16.20 97,20
2-1/2" GRS CONDUIT HANGERS 100 EA. 3.56 356.00
1-1/2" EMT CONDUIT 60 LF. 1.80 108.00
1-1/2" EMT CONNECTOR 6 EA. 4.78 28.68
1-1/2" EMT COUPLINGS 4 EA. 5.22 20.88
1-1/2" 90° ELBOWS 2 EA. 4.90 9.80
1-1/2" EMT CONDUIT HANGERS 12 EA. 2.52 30.24
3/4" EMT CONDUIT 1,725 LF. 0.56 966 .00
3/4" EMT CONNECTORS 100 EA. 1.05 105.00
3/4" EMT COUPLINGS 60 EA. 1.25 75.00
3/4" 90' ELBOWS 30 EA. 1.09 32 .70
3/4" EMT CONDUIT HANGERS 1,000 EA. 1.89 1,890 ,00
4" SQUARE JUNCTION BOX 150 EA. 1.63 244.50
4 " SQUARE BLANK COVERS 150 EA. 0.50 75.00
RED WIRE NUTS 500 EA. 0.05 25.00
2-1/2" GROUNDING BUSHINGS 4 EA. 15.70 62.80
1-1/2" GROUNDING BUSHINGS 2 EA. 7.15 14.30
MOTOR CONNECTIONS 20 EA. 4.95 99.00
FRACTIONAL MOTOR DISCONNECTS 20 EA. 34.20 684.00
100A FUSED DISCONNECTS 3 EA. 291.00 873.00
60A FUSED DISCONNECTS 2 EA. 185.00 370.00
7-1/2HP COMBINATION MAGNETIC STARTERS 1 EA. 900.00 900.00
5HP COMBINATION MAGNETIC STARTERS 1 EA. 760.00 760.00
1HP COMBINATION MAGNETIC STARTERS 2 EA. 405.00 810.00
225A-3P CIRCUIT BREAKER 1 EA. 526.80 526.80
100A-3P CIRCUIT BREAKER 1 EA. 198.70 198.70
60A-3P CIRCUIT BREAKER 3 EA. 145.80 437.'!0
50A-3P CIRCUIT BREAKER 1 EA. 145.80 145.80
35A-3P CIRCUIT BREAKER 4 EA. 125.00 500.00
15A-3P CIRCUIT BREAKER 2 EA. 110.00 220.00
24"X24"X10" JUNCTION BOX 1 EA. 105.00 105.00
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
/ CONSTRUCTION DOCUMENTS
I /OTHER
LABOR ~ UNIT COST COST
2,500.00 2.500.00 2,500.00
805.00 1,610.00 3,560.00
125.00 937.50 2,355.00
61.00 219.60 455.40
55.00 132.00 289.20
42.00 604.80 1,000.80
34.50 1,000.50 1,508.00
25.00 1,900.00 2,390.20
5.70 1,026.00 2,367.00
7.60 91.20 142.80
11.89 142.68 201.00
10.96 65.76 162.96
3.43 343.00 699.00
3.05 183.00 291.00
9.39 56.34 85.02
7.83 31.32 52.20
11.45 22.90 32.70
2.49 29.88 60.12
2.11 3.6 39 .75 4,605 .75
4.70 470.00 575 ,00
3.76 225.60 300 ,60
3.13 93.90 126 ,60
1.89 1,890.00 3,780.00
4.70 705.00 949.50
1.57 235.50 310.50
0.75 375.00 400.00
23.00 92.00 154.80
17.15 34.30 48.60
63.00 1,260.00 1,359.00
23.48 469.60 1,153.60
144.00 432.00 1,305.00
119.00 238.00 608.00
470.00 470.00 1,370.00
345.00 345.00 1,105.00
208.00 416.00 1,226.00
81.38 81 .38 608 .18
39.13 39 13 237 8~
20.35 61 ,05 496.45
20.35 20 35 166 15
20.35 8 1.40 58 1.40
20.35 4070 260.70
110.00 110.00 215.00
MISCELANEOUS 1 EA. 500 .00
BOILER POWER 1.00 EA 750.00
CHILLER POWER 1.00 EA 1,500.00
DIVISION 16 SUBTOTALS
NC SALES TAX -MATERIAL@ 5.0%
WC & PR TAX -LABOR@ 13.0%
SUBTOTAL
OVERHEAD@ 10.0%
SUBTOTAL
PROFIT@ 10.0%
GRANO TOTAL I
500.00
750.00 500.00
1,500.00 500.0 0
20,125.92
1,006.30
21,132.22
2,113.22
23,245.44
2,324 54
I 25,569.98 [I I
500 .00
500 .00
23,722 .14
3,083.88
26,806.02
2,680.60
29,486.62
2,9 48.66
32,435.2a ii II
500.00
1.250.00
2,000.00
43,848.06
1,006.30
3,083.88
47,938.23
4,793.82
52,732.06
5,273.21
58 ,00526 j
43,848
47,938
4,794
52,732
5,273
58,005
~
Stantec
Opinion of Probable Construction Cost
Level Construction Documents
!stantec Project No. 70600150
iDESCRIPTION
DIVISION 1 -GENERAL CONDITIONS
!DIVISION 2 -SITEWORK
DIVISION 3 -CONCRETE
DIVISION 4 -MASONRY
1DIVISION 5 -METALS
'
Learning Center
Coastal Carolina Comm. College
Jacksonville, NC
Gsttf
biv1s10N 6 -WOOD & PLASTIC
bv1s10N 7 -THERMAL & MOISTURE PROTECTION
!°'VISION 8 -DOORS & WINDOWS
DIVISION 9 -FINISHES
DIVISION 10 -SPECIALTIES
DIVISION 11 -EQUIPMENT
!DIVISION 12 -FURNISHINGS
DIVISION 13 -SPECIAL CONSTRUCTION
DIVISION 14-CONVEYING SYSTEMS
!DIVISION 15 -MECHANICAL
15.1 -PLUMBING
15.2 -HVAC Equipment I 15.3 -FIRE PROTECTION
DIVISION 16 -ELECTRICAL
I QUALi FICA TIONS:
TOTAL
1,020
336,466
1,020
41,410
$379,916
% TOTAL $/SQ.FT.
0.3% $0.06
88.6% $18.47
0.3% $0.06
10.9% $2.27
100.0% $20.86
COST OPINION -SUMMARY
Stantec Consulting
Project:
Location:
Coastal Carolina Comm. College
Jacksonville, NC
Learning Center
Building Area (SF): 18,214
Date: 01/21/02
Preparer: Ken Pearce
Reviewer:
Project #: 70600150
!DESCRIPTION II MANHOURS II MATERIALS II LABOR II EQUIPMENT II
DIVISION 1 -GENERAL CONDITIONS
DIVISION 2 -SITEWORK
DIVISION 3 -CONCRETE
DIVISION 4 -MASONRY
DIVISION 5 -METALS
DIVISION 6 -WOOD & PLASTIC
DIVISION 7 -THERMAL & MOISTURE PROTECTION
DIVISION 8 -DOORS & WINDOWS
DIVISION 9 -FINISHES
DIVISION 10 -SPECIAL TIES
DIVISION 11 -EQUIPMENT
DIVISION 12 -FURNISHINGS
DIVISION 13-SPECIAL CONSTRUCTION
DIVISION 14 -CONVEYING SYSTEMS
DIVISION 15 -MECHANICAL
15.1 -PLUMBING
15.2 -HVAC Equipment
15.3 -FIRE PROTECTION
DIVISION 16 -ELECTRICAL
SUMMARY SUBTOTALS
641 684
141,677 295,292
641 684
22,711 31,068
165,671 327,727
GENERAL CONTRACTOR'S OVERHEAD@
GENERAL CONTRACTOR'S FEE @
SUBTOTAL
LOCAL COST MULTIPLIER @
SUBTOTAL
LEVEL ? CONTINGENCY@
TOTAL CONSTRUCTION COST
77%
I
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
I /OTHER
TOTAL I ¾OF TOTAL $/SQ.FT.
(w/markup)
1,325 0 .35% 0 .07
436,969 115.02% 23.99
1,325 0.35% 0.07
53,779 14.16% 2.95
493,398
~~ 493,398
(113,482)
379,916
$379,916 II 100.00%11 20.86 I
COST OPINION -DIVISION 2 -SITEWORK
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21102
Location: Jacksonville, NC
Learning Center
Building Square Footage:
!DESCRIPTION
Landscaping
DIVISION 2 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
18214 Project #: t/#11#11###1#/
II
QUANTITY
: HOURS I~ NO. I UNIT
1 project
NC SALES TAX -MATERIAL@ 6.0%
WC & PR TAX-LABOR@ 13.0%
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
10.0%
I
MATERIAL
UNIT COST
1.00 500
500
30
530
53
583
58
I 641 11
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR EQUIP-TOTAL
UNIT COST MENT COST
1.00 500 1,000
500 1,000
30
65 65
565 1,095
57 110
622 1,205
62 120
I 684 11 II 1.32s I
1,000
1,095
110
1,205
120
1,325
ICOST OPINION -DIVISION 15.2 -HVAC
1
stantec Consulting
Project: Coastal Carolina Comm. College Date: 01121102
Location: Jacksonville, NC Preparer: Ken Pearce I Learning Center
!Building Square Footage: 18214
Reviewer:
Project#: 70600150
II DESCRIPTION
•
QUANTITY ~ NO. UNIT
Demo
s
I Demo Dual-duct boxes 28 ea
Demo exhaust fan 4 ea
IDemo hot Deck Fan 1 ea I Demo Cold Deck Fan 1 ea
I,IChilled Water coil 1 ea
Hot water coil 1 ea
,\Filter Rack 2 ea I Gravity Intake Vent 1 ea
'iDemo Boiler 1 ea
!Demo boiler Stack 30 LF I Demo Cond. Rec. Pump 1 ea
Demo Relief Hood 1 ea
1Demo Sound Attenuator 2 ea
Demo diffusers 150 ea I Demo pumps 2 ea
demo piping 220 LF
Demo humidifier 1 ea
!Demo ductwork
177• wide 90 LF
lk a·wide 240 LF
j32"-36"wide 100 LF
!28"-30" wide 166 LF
120• -26" wide 430 LF
14"-18"wide 650 LF
1112" wide and below 650 LF
I Demo Ceiling (28 VAV boxes 8 SF ea) 250 SF
,.Demo Ceiling ( 5ftsect. Ductwork} 300 SF
. New I W ater to Water HX, 10 ton unit 3 ea
!W ater to Water HX, 5 ton unit 1 ea
New OAU w/ ER (6680 elm) 1 ea
1
1IGround source heat pump GSHP's= 18
size 009 0.5 ton 1 ea
',I size 012 1.0 ton 1 ea
size 015 1.5 ton 2 ea
I
size 019 1.75 ton 1 ea
size 024 2.0 ton 1 ea
size 030 2.5 ton 7 ea
size 042 3.5 ton 4 ea I size 048 4.0 ton 1 ea
exhaust fan (550 cfm) 4 ea
air distribution(layin supply) 126 ea
air distribution(layin return) 44 ea I ductwork (low pressure) 18,615 lbs
Flex duct ( 8" Rd) 850 linear ft
I Spin-in Fittings 170 ea
Balancing Damper 10 ea
Round clamps 170 ea
Duct hangers 375 ea
I Duct insulation 12,908 SF
Fire dampers (20x20) 4 ea I Fire dampers (50x20) 4 ea
PioinQ
Pump Assembly 4 ea
MATERIAL
UNIT COST
5,000.00 15,000
2,500.00 2,500
17,000.00 17,000
900.00 900
1,000.00 1,000
1,100.00 2,200
1,200.00 1,200
1,300.00 1,300
1,400.00 9,800
1,600.00 6,400
1,800.00 1,800
291.00 1,164
27,50 3,465
76.50 3,366
0.32 5,957
3.19 2,712
2.41 410
23.00 230
0.74 126
1.00 375
0.29 J.743
34.00 136
67.50 270
2,000.00 8,000
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
I /OTHER
LABOR EQUIP• TOTAL
UNIT COST MENT COST
201.00 5,628 5,628
75.00 300 300
450.00 450 450
450,00 450 450
300.00 300 300
300.00 300 300
300 .00 600 600
75 .00 75 75
1.000 .00 1.000 1,000
5.00 150 150
455 .00 455 455
75 00 75 75
100.00 200 200
10 .00 1,500 1,500
535 .00 1,070 1,070
5-50 1.210 1 210
75 .00 75 75
3.66 329 329
3.10 744 744
2.90 290 290
2.75 512 512
2.44 1,049 1,049
1.59 1,034 1,034
1.42 1,207 1,207
2.00 500 S00
2.00 600 600
300.00 900 15,900
300.00 300 2,600
1,300.00 1,300 18,300
200.00 200 1,100
251.00 251 1,251
279.00 558 2,758
285.00 285 1,485
295.00 295 1,595
315.00 2,205 12,005
380.00 1,520 7,920
420.00 420 2,220
103.00 412 1,576
22.50 2,835 6,300
17.90 788 4,154
2.64 49,144 55,100
4.50 3.825 6,537
10.85 1 ,845 2,254
13.00 130 360
126
2.77 1,039 1.414
1.49 19,233 22 ,976
16.80 67 203
40.50 162 432
1,075.00 4,300 12,300
Demo Tot=
20102.6
DESCRIPTION QUANTITY MAN-
NO. UNIT HOURS
HW piping/fittings(2 1/2") Copper 300 LF
2" fiberglass insulation 300 LF
HW piping/fittings(2") Copper 435 LF
2" fiberglass insulation 435 LF
HW piplng /fittings(1-1/2") Cooper 280 LF
_2" fibe rglass insula tion 280 LF
HW piping/fittings(3/4") Copper 460 LF
2" fibergl ass insulation 460 LF
1Valves(2") 6 ea
1Valves(1-1 /2 ") 8 ea
Valves(3/4") 36 ea
pipe hangers 200 ea
r,,ariable frequency drive(2 pumps, 1 OAU) 2 ea
Repair layin ceiling 230 SF
Controls( T'stat) 18 ea
Sensor(OA, Hum. RA, SA) 4 ea
Freeze State 1 ea
~ells, 65 tons(200-fl of pipe/Ion @ S6 /ton) 65 tons
test and balacing
Controls
DIVISION 15.2 SUBTOTALS
1 Job
1 Job
NC SALES TAX-MATERIAL@ 6.0%
WC & PR TAX-LABOR@ 13.0%
SUBTOTAL
OVERHEAD@ 10.0%
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
MATERIAL
UNIT COST
6.50 1,950
4 .65 1,395
4.47 1,944
4.33 1,884
3.07 860
4 .17 1,168
1.59 731
3.49 1,605
169 .00 1,014
28 .50 228
10 .60 382
1.50 300
2,650 .00 5.300
1.02 235
108 .00 1.944
97 .00 388
80 .50 Bi
110 ,461
6 ,628
117,088
11.709
128,797
12.880
141,677
LABOR EQUIP· TOTAL
UNIT COST MENT COST
8.00 2,400 4 ,350
2 .72 816 2,211
6.55 2,849 4,794
2.57 1,118 3,002
5.30 1,484 2,344
2.44 683 1,851
3.63 1,670 2,401
2.2 0 1,012 2,617
29.50 177 1,191
20.60 165 393
13.30 479 860
4.50 900 1,200
615 .00 1.230 6,530
0 .45 104 338
33 .00 594 2,538
23 .00 92 480
79 .50 80 160
1,200.00 76 ,000 76 ,000
5,000.00 5,000 5,000
5,000 .00 5,000 5,000
215,967 326,428
6,628
28 ,076 28,076
244,043 361,131
24.404 36,113
268,447 397,244
26,845 39,724
295,292 I 436,969 I
COST OPINION -DIVISION 15.3 -FIRE PROTECTION
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21/02
Location : Jacksonville, NC
Learning Center
Building Square Footage:
!DESCRIPTION
Connection to fire alarm
DIVISION 15.3 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
18214 Project#: 70600150
II
QUANTITY I~ NO. I UNIT : HOURS
I
1 project
NC SALES TAX -MATERIAL@ 6 .0%
WC & PR TAX-LABOR@ 13.0%
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
10 .0%
I
I
MATERIAL
UNIT COST
1.00 500
500
30
530
53
583
58
I 641 1
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
I I OTHER
LABOR EQUIP-TOTAL
UNIT COST MENT COST
1.00 500 1,000
500 1,000
30
65 65
565 1,095
57 110
622 1,205
62 120
1,325
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 16 -ELECTRICAL
Stantec Consulting
Project: Coastal Carolina Comm . Col lege Date : 0 1/2 1/02
Location : Jacksonvi lle, NC
Learn ing Center
Preparer : Peter A. DiGiacom o
Reviewer:
Building Square Footage: 18214 Project#: 70600150
'DESCRIPTION I QUANTITY MAN• MATERIAL
NO. UNIT HOURS UNIT COST
Demolition
1 Building
New Work
225A 208 Y/120V PANEL 2 EA. 975.00 1,950.00
#4 /0 CONDUCTOR 7.5 CLF. 189.00 1,417.50
~2 CONDUCTOR 3.6 CLF. 65 .50 235 .80
~3 CONDUCTOR 2.4 CLF. 65 .50 157 .20
#6 CONDUCTOR 14 .4 CLF. 27 .50 396.00
118 CONDUCTOR 29 .0 CLF. 17 .50 507 .50
#-12 CONDUCTOR 76 .0 CLF 6.45 490 .20
2-1/2" GRS CONDUIT 180 LF. 7.45 1,341.00
2-1/2" GRS LOCKNUTS 12 EA. 4 .30 51.60
2-1/2" GRS COUPLINGS 12 EA. 4.86 58.32
2-112" GRS go • ELBOWS 6 EA. 16.20 97 .20
2-1/2" GRS CONDUIT HANGERS 100 EA. 3.56 356 .00
1-1 /2" EMT CONDUIT 60 LF. 1.80 108 .00
1-1/2" EMT CONNECTOR 6 EA. 4 .78 28 .68
1-1/2" EMT COUPLINGS 4 EA. 5.2 2 20 .88
1-1/2" 90° ELBOWS 2 EA . 4.90 9.80
1-1/2" EMT CONDUIT HANGERS 12 EA. 2.52 30.24
3/4" EMT CONDUIT 1,725 LF. 0.56 966.00
3/4" EMT CONNECTORS 100 EA. 1.05 105.00
3/4" EMT COUPLINGS 60 EA. 1.25 75 .00
3/4" so· ELBOWS 30 EA. 1.09 32 .70
3/4" EMT CONDUIT HANGERS 1,000 EA 1.89 1,890.00
4 " SQUARE JUNCTION BOX 150 EA. 1.63 244,50
4 " SQUARE BLANK COVERS 150 EA. 0 .50 75 .00
RED W IRE NUTS 500 EA . 0 .0 5 25,00
2-1/2" GROUNDING BUSHINGS 4 EA. 15,70 62.80
1-1/2" GROUNDING BUSHINGS 2 EA. 7.15 14.30
MOTOR CONNECT IONS 20 EA . 4 .95 99 ,00
FRACTIONAL MOTOR D ISCONNECTS 20 EA. 34 .20 684 .00
100A FUSED DISCONNECTS 3 EA. 291 .00 873 .00
60A FUSED DISCONNECTS 2 EA. 185.00 370.00
7-1/2HP COMBINATION MAGNETIC STARTERS 1 EA 900.00 900.00
5HP COMBINATION MAGNETIC STARTERS 1 EA 760 .00 760.00
1HP COMBINATION MAGNETIC STARTERS 2 EA. 405.00 810 .00
225A-3P CIRCUIT BREAKER 1 EA. 526 ,80 526 .80
100A-3P CIRCUIT BREAKER 1 EA. 198,70 198 70
60 A-3P CIRCUIT BREAKER 3 EA. 145.80 437.40
50A-3P CIRCUIT BREAKER 1 EA. 145.80 145.80
35A-3P CIRCUIT BREAKER 4 EA . 125.00 500 .0()
15A-3P CIRCUIT BREAKER 2 EA. 110 .00 220 .00
~4"X24"X10" JUNCTION BOX 1 EA. 105.00 105,00
I
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
I X I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR II EM~u;-1
TOTAL
UNIT I COST COST
2,500.00 2,500.00 2,500.00
805 .00 1,610.00 3,560.00
125.00 937 .50 2,355.00
61.00 219 .60 455.40
55 .00 132 .00 289.20
42 .00 604 .80 1,000.80
34 .50 1,000.50 1,508.00
25 .00 1,900 .00 2,390 .20
5.70 1,026.00 2,367 .00
7.60 91 .20 142.80
11 .89 142.68 201 .00
10 .96 65.76 162.96
3.43 343 .00 699 .00
3.05 183.00 291.00
9 .39 56 .34 85 .02
7.83 31 .32 52 .20
11 .45 22 .90 32 .70
2 .49 29 .88 60 .12
2.11 3,639 75 4 ,605 ,75
4 .70 470 .00 57500
3.76 225 .60 300 60
3 .13 93 .90 126 60
1.89 1,890.00 3,7 80 ,00
4.70 705 .00 94 9,50
1.57 235 .50 310 .50
0.75 375 .00 400 ,00
23.00 92.00 154.80
17.15 34 .30 48 .60
63 .00 1,260.00 1,359.00
23 .48 469 .60 1,153.60
144,00 432.00 1,305.00
119.00 238 .00 608 ,00
470 .00 470 .00 1,370.00
345 ,00 345 .00 1,105.00
208 .00 416.00 1,226.00
81 .38 81 .38 608.1 8
39.13 39 ,13 237,83
20 .35 61 .05 498.d S
20 .35 20 .35 166.15
20 .35 81.40 581 4 0
20.35 40.70 260 .70
110.00 110 .00 215 .00
MISCELANEOUS 1 EA. 500.00
DIVISION 16 SUBTOTALS
NC SALES TAX -MATERIAL@ 5.0%
WC & PR TAX-LABOR@ 13 .0%
SUBTOTAL
OVERHEAD@ 10.0%
SUBTOTAL
PROFIT@ 10.0%
GRANO TOTAL I I
500.00
17,875.92 22 ,722 .14
893.80
2,953 .88
16,769.72 25,676.02
1,876.97 2,567.60
20,646.69 28,243.62
2,064.67 2,824.36
22,711.3611 I 31,os1.sa 11
500.00
40,598.06
893.80
2,953.88
44,445 .73
4,444 .57
48,890 .31
~.689.03
I 53 ,779 .34
40,598
44 ,446
4 ,445
48,890
4,889
53,779
I
tantec Project No.
Opinion of Probable Construction Cost
Level Construction Documents
70500150
Learning Center
Coastal Carolina Comm. College
Jacksonville, NC
WSHP COSTS
FESCRIPTION
DIVISION 1 - GENERAL CONDITIONS
nIVISION 2 - SITEWORK
)IVISION 3 - CONCRETE
r
DIVISION 4 - MASONRY
DIVISION 5 - METALS
)IVISION 6 - WOOD & PLASTIC
,
JIVISiON 7 - THERMAL & MOISTURE PROTECTION
DIVISION 8 - DOORS & WINDOWS
)IV#SION 9 - FINISHES
� IVISION 10 - SPECIALTIES
DIVISION 11 - EQUIPMENT
)IVISION 12 - FURNISHINGS
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14 - CONVEYING SYSTEMS
)IVISION 15 - MECHANICAL
E 115.1 -PLUMBING
15.2 - HVAC Equipment
15.3 - FIRE PROTECTION
11VISION 16 - ELECTRICAL
)LIALIFICATiONS:
TOTAL % TOTAL $ISO, FT.
253,916 84.5% $13.94
1,020 0.3% $006
45,642 15.2% $2.51
$300,579 100.0% $16.50

COST OPINION -SUMMARY
Stantec Consulting
Project:
Location:
Coastal Carolina Comm. College
Jacksonville, NC
Learning Center
Building Area (SF}:
DESCRIPTION
18,214
DIVISION 1 -GENERAL CONDITIONS
DIVISION 2 -SITEWORK
DIVISION 3 -CONCRETE
DIVISION 4 -MASONRY
DIVISION 5 -METALS
DIVISION 6 -WOOD & PLASTIC
DIVISION 7 -THERMAL & MOISTURE PROTECTION
DIVISION 8 -DOORS & WINDOWS
DIVISION 9 -FINISHES
DIVISION 10 -SPECIAL TIES
DIVISION 11 -EQUIPMENT
DIVISION 12 -FURNISHINGS
DIVISION 13 -SPECIAL CONSTRUCTION
DIVISION 14 -CONVEYING SYSTEMS
DIVISION 15-MECHANICAL
15.1 -PLUMBING
15 .2 -HVAC Equipment
15.3 -FIRE PROTECTION
DIVISION 16 -ELECTRICAL
SUMMARY SUBTOTALS
Date:
Preparer:
Reviewer:
01/21/02
Ken Pearce
Project#: 70600150
MANHOURS I MATERIALS II LABOR I EQUIPMENT
137 ,188 192,573
641 684
26,840 32,435
164,670 225,692
GENERAL CONTRACTOR'S OVERHEAD @;
GENERAL CONTRACTOR'S FEE @
SUBTOTAL
LOCAL COST MULTIPLIER @
SUBTOTAL
LEVEL? CONTINGENCY@
TOTAL CONSTRUCTION COST
77%
I
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
/ CONSTRUCTION DOCUMENTS
I /OTHER
TOTAL %OF TOTAL $/SQ.FT.
(w/markup)
329,761 109.71% 18.10
1,325 0.44% 0 .07
59,276 19.72% 3.25
390,362
~~ 390,362
(89,783)
300,579
$300,579 II 100.00%11 1s.5o 1
~OST OPINION -DIVISION 15.2 -HVAC
',tantec Consulting
noject: Coa stal Caro lina Comm. Coll ege
Location : Ja cksonville, NC
Learning Center
,uilding Square Footage:
II DESCRIPTION
lemo
lin __ emo Dual-duct boxes
/emo ext,aust fan
\emo hot Deck Fan
IIDemo Cold Deck Fan
11".hilled Water coil
ot water coil
. 'ilter Rack
l!Gravity Intake Vent
11 "'emo Boiler
.emo boiler Stack
ruemo Cond . Rec . Pump
II Demo Relief Hood
emo Sound Attenuator
·emo diffusers
11uemo pumps
lldemo piping
1emo humidifier
emo ductwork
1177" wide
l~8"wide
2'-36"wide
S"-30" wide
1120· -26" wide
ll 14"-18"wide
2" wide and below
l!Demo Ceiling (2B VAV boxes 8 SF ea)
11riemo Ceiling ( 5ftsect. Ductwork)
ew
IIOIL FIRED BOILER
ll"OOLING TOWER
ew OAU w/ ER (6680 elm)
. /ATER SOURCE HP
jl size 009 0 .5 ton
11 size 012 1.0 ton
size 015 1.5 Ion
Ii
size 019 1.75 ton
size 024 2.0 ton
size 030 2.5 ton
size 042 3.5 ton
r size 048 4.0 ton
llexhaust fan (550 cfm)
ir distribution(layin supply)
ir distribution(layin return)
'!ductwork (low pressure)
II Flex duel ( 8" Rd)
pin-in Fittings
alancing Damper
I Round clamps
Duct hangers
-uct insulation
ire dampers (20x20)
jlFire dampers (50x20)
IIPiping
ump Assembly
1B214
18
Date: 01/21/02
Preparer: Ken Pea rce
Reviewer:
Project #: 70600150
QUANTITY MAN-
NO. UNIT HOURS
2B ea
4 ea
1 ea
1 ea
1 ea
1 ea
2 ea
1 ea
1 ea
30 LF
1 ea
1 ea
2 ea
150 ea
2 ea
220 LF
1 ea
90 LF
240 LF
100 LF
186 LF
430 LF
650 LF
850 LF
250 SF
300 SF
1 ea
1 ea
1 ea
1 ea
1 ea
2 ea
1 ea
1 ea
7 ea
4 ea
1 ea
4 ea
126 ea
44 ea
18 ,615 lbs
850 linear ft
170 ea
10 ea
170 ea
375 ea
12 ,908 SF
4 ea
4 ea
5 ea
MATERIAL
UNIT COST
6,000.00 6,000
6,000.00 6,000
17,000.00 17,000
900 .00 900
1,000.00 1,000
1,100.00 2,200
1,200 .00 1,200
1,300.00 1,300
1,400.00 9,800
1,600.00 6,400
1,800.00 1,800
291 .00 1,164
27 .50 3,465
76,50 3,366
0.32 5,957
3.19 2,712
2.41 41 ()
23 .00 230
0.74 126
1.00 375
0.29 3,743
34.00 136
67.50 270
2,000.00 10,000
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I CONSTRUCTION DOCUMENTS
I /OTHER
LABOR EQUIP-~ UNIT COST MENT T
201 .00 5,628 5,628
75 .00 300 300
450 .00 450 450
450,00 4 50 450
300.00 300 300
300 .00 300 300
300 00 600 600
7500 75 75
1,000 00 1.000 1.000
5.00 150 150
455 .00 455 455
75 .00 76 75
100.00 200 200
10.00 1,500 1.500
535 ,00 1,070 1,0 70
5.50 1,210 1,210
75.00 75 75
3.66 329 329
3.10 744 744
2.90 290 290
2.75 512 512
2.44 1,049 1,049
1.59 1,0 34 1.034
1.42 1,207 1,207
2.00 500 500
2.00 600 600
1,500.00 1,500 7,500
1,500.00 1,500 7,500
1,300.00 1,300 18,300
200 .00 200 1,100
251 .00 251 1,251
279 .00 558 2,758
2B5.00 285 1,485
295 .00 295 1,595
315 .00 2,205 12,005
380.00 1,520 7,920
420.00 420 2,220
103 .00 412 1,576
22 .50 2,835 6,300
17 .90 788 4,154
2.64 49,144 55,100
4.50 3 .825 6,537
10,85 1,845 2,254
13.00 130 360
126
2.77 1,039 1,414
1.49 19,233 22 ,976
16.80 67 203
40.50 162 432
1,075.00 5,375 15,375
Demo Tot=
20102.6
DESCRIPTION QUANTITY MAN-
NO. UNIT HOURS
IIHW piping/fittings(2 1 /2") Copper 300 LF
II 2" fiberglass insulation 300 LF
HW piping/fittings(2") Copper 435 LF
,1 2" fiberglass insulation 435 LF
IIHW piping/fittings(1-1/2") Cooper 280 LF
2" fiberglass insulation 280 LF
HW piping/fittings(3/4") Copper 460 LF
l1 v a1ves(2")
2• fiber-glass insulation 460 LF
6 ea
Valves( 1-1 /2") 8 ea
Valves(3/4") 36 ea
200 ea lfpipe hangers
l!variable frequency drive(2 pumps, 1 OAU) 2 ea
Repair layin ceiling
Controls( T'stat)
l!Sensor(OA, Hum, RA, SA)
II Freeze State
test and balacing
lr ontrols
'oiVISION 15.2 SUBTOTALS
230 SF
18 ea
4 ea
1 ea
1 Job
1 Job
NC SALES TAX -MATERIAL @ 6.0%
WC & PR TAX-LABOR@ 13.0%
SUBTOTAL
OVERHEAD@ 10.0%
SUBTOTAL
PROFIT@
GRAND TOTAL
10.0%
MATERIAL
UNIT COST
6.50 1,950
4.65 1,395
4.47 1,944
4.33 1,884
3.07 860
4.17 1,168
1.59 731
3.49 1,605
169.00 1,014
28.50 228
10.60 382
1.50 300
2,650.00 5,300
1.02 235
108.00 1,944
97.00 386
80.50 81
106,961
6,418
113,378
11,338
124,716
12,472
I I 137,188 11
LABOR EQUIP-TOTAL
UNIT COST MENT COST
8.00 2,400 4,350
2.72 816 2,211
6.55 2,849 4,794
2.57 1,118 3,002
5.30 1,484 2,344
2.44 683 1,851
3.63 1,670 2,401
2.20 1,012 2,617
29.50 177 1,191
20.60 165 393
13.30 479 860
4.50 900 1,200
615.00 1,230 6 ,530
0.45 104 338
33.00 594 2,538
23.00 92 480
79.50 80 160
5,000.00 5,000 5,000
5,000.00 5,000 5,000
140,842 247,803
6,418
18,309 18,309
159,151 272,530
15,915 27,253
175,067 299,783
17,507 29,978
I 192,573 11 II 32s.161 I
COST OPINION -DIVISION 15.3 -FIRE PROTECTION
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21/02
Location: Jacksonville, NC
Learning Center
Building Square Footage:
IDESCRIPTION
Connection to fire alarm
DIVISION 15.3 SUBTOTALS
Preparer: Ken Pearce
Reviewer:
18214 Project#: 70600150
I QUANTITY
NO. UNIT
1 project
NC SALES TAX -MATERIAL@
WC & PR TAX -LABOR@
SUBTOTAL
OVERHEAD@
SUBTOTAL
PROFIT@
GRAND TOTAL
M
6.0%
13.0%
10.0%
10.0%
I
MATERIAL
UNIT COST
1.00 500
500
30
530
53
583
58
I 641 11
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CONSTRUCTION DOCUMENTS
/ /OTHER
LABOR EQUIP-TOTAL
UNIT COST MENT COST
1.00 500 1,000
500 1,000
30
65 65
565 1,095
57 110
622 1,205
62 120
I 684 II II 1,325 I
1,000
1,095
110
1,205
120
1,325
COST OPINION -DIVISION 16 -ELECTRICAL
Stantec Consulting
Project: Coastal Carolina Comm. College Date: 01/21/02
Location: Jacksonville, NC
Learning Center
Preparer: Peter A. DiGiacomo
Reviewer:
Building Square Footage: 18214 Project #: 70600150
!DESCRIPTION
II
QUANTITY I~ MATERIAL
NO. I UNIT : HOURS UNIT COST
Demolition
1 Building
New Work
225A 208Y/120V PANEL 2 EA. 975.00 1,950.00
#4 /0 CONDUCTOR 7.5 CLF. 189.00 1,417 50
#2 CONDUCTOR 3.6 CLF. 65.50 235.80
#3 CONDUCTOR 2.4 CLF. 65.50 157.20
#6 CONDUCTOR 14.4 CLF. 27.50 396.00
#8 CONDUCTOR 29.0 CLF. 17.50 507.50
#12 CONDUCTOR 76.0 CLF. 6.45 490.20
2-1/2" GRS CONDUIT 180 LF. 7.45 1,341.00
2-1/2" GR$ LOCKNUT$ 12 EA. 4.30 51.60
2-1/2" GRS COUPLINGS 12 EA. 4.86 58.32
2-1/2" GRS 90° ELBOWS 6 EA. 16.20 97.20
2-1/2" GRS CONDUIT HANGERS 100 EA. 3.56 356.00
1-1/2" EMT CONDUIT 60 LF. 1.80 108.00
1-1/2" EMT CONNECTOR 6 EA. 4.78 28.68
1-1/2" EMT COUPLINGS 4 EA. 5.22 20.88
1-1/2" 90° ELBOWS 2 EA. 4.90 9.80
1-1/2" EMT CONDUIT HANGERS 12 EA. 2.52 30.24
3/4" EMT CONDUIT 1,725 LF. 0.56 966.00
3/4" EMT CONNECTORS 100 EA. 1.05 105 .00
3/4" EMT COUPLINGS 60 EA. 1.25 75.0 0
3/4" 90° ELBOWS 30 EA. 1.09 3270
3/4" EMT CONDUIT HANGERS 1,000 EA. 1.89 1,890.00
4 " SQUARE JUNCTION BOX 150 EA. 1.63 244.50
4 " SQUARE BLANK COVERS 150 EA. 0.50 75.00
RED WIRE NUTS 500 EA. 0.05 25.00
2-1/2" GROUNDING BUSHINGS 4 EA. 15.70 62.80
1-1/2" GROUNDING BUSHINGS 2 EA. 7.15 14.30
MOTOR CONNECTIONS 20 EA. 4.95 99.00
FRACTIONAL MOTOR DISCONNECTS 20 EA. 34.20 684.00
100A FUSED DISCONNECTS 3 EA. 291.00 873.00
60A FUSED DISCONNECTS 2 EA. 185.00 370.00
7-1/2HP COMBINATION MAGNETIC STARTERS 1 EA. 900.00 900.00
5HP COMBINATION MAGNETIC STARTERS 1 EA. 760.00 760.00
1HP COMBINATION MAGNETIC STARTERS 2 EA. 405.00 810.00
225A-3P CIRCUIT BREAKER 1 EA. 526.80 526.80
100A-3P CIRCUIT BREAKER 1 EA. 198.70 198.70
60A-3P CIRCUIT BREAKER 3 EA. 145.80 437.40
50A-3P CIRCUIT BREAKER 1 EA. 145.80 145.80
3SA-3P CIRCUIT BREAKER 4 EA. 125.00 500.00
15A-3P CIRCUIT BREAKER 2 EA. 110.00 220.00
24"X24"X10" JUNCTION BOX 1 EA. 105.00 105.00
COST OPINION LEVEL
I I NO DESIGN COMPLETED
I I SCHEMATIC DESIGN
IX I DESIGN DEVELOPMENT
I I CDNSTRUCTION DOCUMENTS
I I OTHER
LABOR TOTAL
UNIT co ST
2,500.00 2,500.00 2,500.00
805.00 1,610.00 3,560.00
125.00 937 50 2.355 00
61.00 219.60 455.40
55.00 132.00 289.20
42.00 604.80 1,000.80
34.50 1,000.50 1,508.00
25.00 1,900.00 2,390.20
5.70 1,026.00 2,367.00
7.60 91.20 142.80
11.89 142.68 201.00
10.96 65.76 162.96
3.43 343.00 699.00
3.05 183.00 291.00
9.39 56.34 85.02
7.83 31.32 52.20
11.45 22.90 32.70
2.49 29.88 60.12
2.11 3,639.75 4,605.75
4.70 470.00 575.00
3.76 225.60 30 0 60
3.13 93.90 12660
1.89 1,890.00 3,780 00
4.70 705.00 949.50
1.57 235.50 310.50
0.75 375.00 400.00
23.00 92.00 154.80
17.15 34.30 48.60
63.00 1,260.00 1,359.00
23.48 469.60 1,153.60
144.00 432.00 1,305.00
119.00 238.00 608.00
470.00 470.00 1,370.00
345.00 345.00 1,105.00
208.00 416.00 1,226.00
81.38 81 .38 608.18
39.13 39 13 237.83
20.35 6 1.05 498.45
20.35 20 .35 166.15
20.35 81.40 581.40
20.35 40 70 260 70
110.00 110.00 215.00
MISCELANEOUS 1 EA. 500 .00
BO ILER POWER 1.00 750 .00
COOLING TOWER POWER 1.00 2,500 .00
DIVISION 16 SUBTOTALS
NC SALES TAX -MATERIAL@ 5 .0%
we & PR TAX -LABOR@ 13.0%
SUBTOTAL
OVERHEAD@ 10.0%
SUBTOTAL
PROFIT@ 10.0%
GRAND TOTAL
500.00
750.00 500.00 500 .00
2,500.00 500.00 500 .00
21,125.92 23,722.14
1,056.30
3,083 .88
22,182.22 26,806.02
2,218.22 2,680.60
24,400.44 29,486.62
2,440.04 2,948.66
26,840 32,435.28
500 .00
1,250 .00
3,000 .00
44,848.06
1,056.30
3,083.88
48,988 .23
4 ,898.82
53,887 .06
5,388.71
I 59,275.761
44,848
48,988
4,899
53,887
5,389
59,276