Purchasing Department
525 Buena Vista SE
Bldg A, Room #128
Albuquerque, NM 87106
(505) 224-4546
Amendment /Addendum# 1
DATE:
TO:
FROM:
Thursday, February 11, 2010
All Offerors of Record
Charlotte Gensler, Director for Purchasing
SUBJECT:
Addendum/Amendment #1 to P-296 for “Architectural Design Services for the
Renovation of Phase II at 4700 Alameda.”
This addendum becomes part of the Contract Documents.
Bidders are required to acknowledge receipt of this Addendum in the space provided on the RFP
Form SECTION F: Signature of Firms Authorized Representative.
1) Q:
A:
Can you send any attachments, additional info, studies , etc.
See attached “Evaluation of Existing Facility”.
2) Q:
Would be able to post the sign in sheet from the mandatory proposal meeting for the
4700 Alameda building.
A:
see attached sign in sheet for the Mandatory Pre-proposal meeting on Monday,
February 8, 2010.
P-296 Amendment/Addendum #1
1
evaluation of existing facility for cnm
4700 - 4800 Alameda Business Center | Albuquerque, N.M.
January 26, 2010
S MPC Ar chitects | 09045
Table of Contents
Section 1.
APPENDIX A.
Section 2.
APPENDIX B.
1. CONSULTING LISTING
2. EXTERIOR PHOTOGRAPHS
APPENDIX C.
i. executive SUMMARY
ii. BUILDING ANALYSIS
3. EXISTING SITE/ROOF PLANS AND FLOOR PLANS
4. ARCHITECTURAL ANALYSIS
5. PROPOSED USE FOR THE BUILDING
6. GRADING AND DRAINAGE ANALYSIS
7. LANDSCAPING ANALYSIS
8. STRUCTURAL ANALYSIS
9. MECHANICAL/ELECTRICAL ANALYSIS
10. OPINION OF PROBABLE COST FOR
CONSTRUCTION TO RENOVATE BUILDING
11. PRELIMINARY COST ESTIMATE
BACK UP DATA
12. FLOOR PLANS OF NEW SPACE
LAYOUT TO DEVELOP RFP
PHOTOGRAPHS
DRAWINGS
ROOF EXISTING CONDITION REPORT
APPENDIX D.
MECHANICAL SYSTEMS ASSESSMENT
APPENDIX E.
ELECTRICAL SYSTEMS ASSESSMENT
APPENDIX F.
CONSTRUCTION COST ESTIMATE
APPENDIX G.
FLOOR PLAN: NEW SPACE LAYOUT
SECTION 1.
CNM ALAMEDA BUILDING STUDY
4700-4800 Alameda Business Center
January 25, 2010
I. Executive Summary
SMPC Architects has been commissioned by CNM to conduct an analysis of the industrial
property at 4700 and 4800 Alameda Boulevard NE, Albuquerque, New Mexico, to determine the
feasibility of converting it for use by CNM. Phase 1 of the analysis involved the evaluation of the
existing facility. Phase 2 included identification of a preliminary program for use of the
buildings, and estimation of costs for making the necessary physical improvements.
Overall, the Alameda Business Center appears to have been adequately maintained and to be in
reasonable condition, given its age of between fourteen and twenty-seven years. Mechanical
(heating, ventilation & air conditioning) equipment is dated, but appears to be mostly operational.
It is not energy efficient by today’s standards, and may not be entirely appropriate for the future
occupancy and use of the buildings. Lighting systems will require upgrades, and plumbing
fixtures will require replacement, to comply with current energy efficiency requirements.
Attention should be given to the roofs and parapet walls. Condition of the parking lots and
landscaping is good.
Roofs
While the building roofs are in acceptable-to-good condition for their age, they are overdue for
routine maintenance, and are in need of thorough inspection and repair. There is evidence of
current and/or past rainwater leaks in the east building. Roof drain inlets and possibly drain lines
on all roofs are clogged with debris, which should be removed promptly. Other minor damage
and wear require attention. We recommend that a skilled commercial roofing contractor
implement a detailed maintenance program for all buildings.
Mechanical
Mechanical equipment has reached or exceeded its service life as recommended by ASHRAE.
Much of it still appears to be operational; however, since it is fifteen years old or older, it is much
less energy efficient than equipment manufactured today. We recommend that a service
contractor and a testing and balancing contractor be hired to test and evaluate the major
mechanical equipment. All piping systems should be pressure tested, and the pneumatic controls
system should be tested for proper function. In coordination with the future development of the
facility, a plan should be developed for upgrading and replacing the major equipment and the
controls system. Toilet room facilities will require complete reconfiguration and replacement to
meet current accessibility and water efficiency standards.
Electrical
The capacity of the main electrical distribution system, exterior transformers and main
switchboards appear to be adequate for CNM’s expected needs. Distribution panels, motor
control centers and sub-panels appear to be in good condition. Existing distribution conduits and
conductors should be re-utilized wherever possible. Some of the equipment may have to be
replaced due to age or difficulty in obtaining replacement parts.
Lighting systems will need to be upgraded to conform to current energy standards. Additional
switching will be required, as well as occupancy sensors, timers, and new emergency batteries.
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Adding daylight sensors and dimming ballasts should be considered, for energy-saving daylight
controls.
The existing fire alarm system should be upgraded with a new multi-plex system for the entire
facility. The existing security system could be evaluated to determine whether it can be modified
to meet CNM’s needs, but installing a new system should be expected. There is an existing
master clock system. Its operation was not tested.
In conclusion, we have found no challenges that would cause us to recommend against moving
forward with CNM’s plans for the facility.
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SECTION 2.
II. Building Analysis
1. Consultant Listing
a. SMPC Architects – Architectural & Landscaping
115 Amherst Dr. SE, Albuquerque, NM 87106
 Chris Willadsen, Architect
 Allison Abraham, Landscape Architect
 Greg Gerwin, Architect
b. The Response Group – Electrical, Mechanical & Plumbing
11930 Menaul Blvd. NE, Suite 101, Albuquerque, NM 87112
 David Graham, Mechanical Engineer
 Darryl Ruehle, Electrical Engineer
c. Upland Corporation – Roofing
404 Towner Ave. NE, Albuquerque, NM 87102
505-266-3800
 Steve Gendron, Roofing Consultant
2. Exterior Photographs
Appendix A
3. Existing Site/Roof Plans and Floor Plans
Appendix B
4. Architectural Analysis
The facility consists of two major buildings. Each building initially was constructed in
two phases. This report will refer to the buildings as the “east building” and “west
building”. The east building is a pre-engineered metal building structure with a tilt-up
concrete exterior wall system and pre-engineered metal roof system. It is a two story
structure with single story high bay areas. Construction was completed in 1982 (Phase 1)
and 1991 (Phase 2). The west building is a conventional steel frame structure with steel
stud exterior walls and a single ply membrane roof. It is a single story high bay structure.
Construction was completed in 1994 (Phase 3) and 1995 (Phase 4).
a.
Building Condition
1. East Building
 Structure
The building is a pre-engineered steel frame building, with a standing
seam metal roof. The foundation system is concrete slab and footings.
The steel is unprotected. The second floor is a concrete slab supported
with steel columns and beams on metal deck and steel joists. There is no
evidence of significant concrete slab or tilt-up panel cracking.
 Flooring
The flooring is typically vinyl composition tile with some carpeted areas,
with vinyl bases. The finishes are worn in most areas.
 Ceilings
The ceilings are in poor condition. The metal grid is worn and in some
areas separated from the walls, and the acoustical boards are damaged
from leaks and wear.
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Walls
The walls are typically gypsum board on metal studs. The walls typically
extend to the ceiling grid, except in the case of fire-rated partitions, which
extend to the deck above. The walls are painted, but the paint is in poor
condition. Exterior walls show some minor cosmetic (non-structural)
cracking.
 Doors
The doors are typically solid core wood with commercial hardware, in
good condition, with metal frames.
 Windows
Exterior windows show moderate mineral deposits, likely left by
overspray from landscaping irrigation. The metal window frames are
aluminum storefront, dark bronze in color.
 Roofing
The roof is a standing seam metal panel system, sloping from the center of
the building down to the north and to the south. The water is collected in
gutters at the north and south edges of the roof, and taken to grade by
internal drain lines. The flashing at the gutter to the parapet wall is in
need of maintenance and repair. See Appendix C.
 Insulation
The exterior concrete walls are typically sheathed inside with 1½” rigid
insulation and drywall on furring channels. The 6” metal studs and roof
have 6” of fiberglass insulation.
 Loading Docks
At the south dock three door seals are weathered/damaged, and are in need
of replacement or removal.
2. West Building
 Structure
The building is a steel frame building, with metal roof decking. The roof
framing creates a high bay throughout. The foundation system is concrete
slab and footings. The steel is unprotected. There is slight evidence of
concrete slab cracking at no less than a 40 foot portion of the west edge of
the floor near the exterior wall. The concrete floor has cracked, indicating
a slight separation between the stem wall and the floor slab.
 Flooring
The flooring is typically vinyl composition tile with some carpeted areas,
with vinyl bases. The finishes are worn in most areas.
 Ceilings
The ceilings are in poor condition. The metal grid is worn and in some
areas separated from the walls, and the acoustical boards are damaged
from leaks and wear.
 Walls
The walls are typically gypsum board on metal studs. The walls typically
extend to the ceiling grid, except in the case of fire-rated partitions, which
extend to the deck above. The walls are painted, but the paint is in poor
condition. Exterior walls show some minor cosmetic (non-structural)
cracking.
 Doors
The doors are typically solid core wood with commercial hardware, in
good condition, with metal frames.
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Windows
Exterior windows show moderate mineral deposits, likely left by
overspray from landscaping irrigation. The metal window frames are
aluminum storefront, dark bronze in color.
Roofing
The roof is a single ply membrane system (EPDM), sloping down to the
west. The water is collected in roof drains and taken to grade by internal
drain lines. The roofing is dark gray in color. See Appendix C.
Insulation
The 6” metal studs have 6” of fiberglass insulation, and the roof has 3” of
rigid insulation.
Loading Docks
At the loading dock two door seals are weathered/damaged, and are in
need of replacement or removal.
b. Building Code
The codes in effect for this complex of buildings are as follows:
East Building
 Phase 1 UBC 1979
 Phase 2 UBC 1988
West Building
 Phase 3 UBC 1991, NMBC 1991, ANSI 1992
 Phase 4 UBC 1991, NMBC 1991, ANSI 1992
c.
Construction Type
The construction type for this complex of buildings is as follows:
East Building
 Phase 1 V-N
 Phase 2 V-N
West Building
 Phase 3 V-N
 Phase 4 V-N
d. Building Occupancy
The building occupancy for this complex of buildings is as follows:
East Building
 Phase 1 B-2
H-2 (flammable liquids storage building)
 Phase 2 B-2
West Building
 Phase 3 B-2
 Phase 4 B-2
e.
Accessibility and the ADA (Americans With Disabilities Act)
Applicable codes and standards governing accessibility include the ADA
Accessibility Guidelines (ADAAG), American National Standards Institute (ANSI)
Standard A117.1, and the New Mexico Commercial Building Code. The East
Building phases were designed and constructed prior to the adoption of the
Americans with Disabilities Act (ADA) of 1991. The interior layout of offices and
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toilet facilities do not comply with requirements of the ADA. The West Building
phases were designed and constructed under earlier versions of the accessibility
standards. The interior layout of offices and toilet facilities do not comply fully with
current requirements of the ADA. Significant demolition and rebuilding will be
necessary to bring the existing toilet facilities into compliance with current
standards. In the East Building, the height of the elevator controls exceeds current
limits. The control panels will need to be relocated. The parking lot and accessible
route to the buildings are not in full compliance with current accessibility
requirements. The twelve accessible parking spaces in the southeast parking lot have
a cross slope of approximately three to four percent, which exceeds the current
allowable slope of two percent. The fourteen accessible spaces in the southwest
parking lot do meet current criteria.
f.
Plumbing Fixture Calculations
The building classification remains unchanged as a Business Occupancy.
According to requirements of Chapter 29 of the 2006 International Building
Code, there are no significant changes required to existing plumbing fixture
facilities. We are assuming that the existing main public toilet rooms will
satisfy most, if not all, of the requirements for water closets, urinals and
lavatories for the entire building. There may be the need to replace a few
shower stalls with water closets. There is also the option of developing a few
toilet rooms in the Faculty Area, which is plumbed for toilet rooms. There
exist more than the required number of drinking fountains. There is an
existing housekeeping closet with a service sink, as required by the code.
g. Sprinkler System
The entire complex of buildings has an automatic fire suppression sprinkler system.
h. Parking
The existing parking lots generally are in good condition, and have been recoated
with a liquid sealer. Current parking capacity is 1124 standard spaces, plus 30
accessible spaces.
5. Proposed Use for the Building
a. General Program
The building will become an educational facility, housing classrooms, laboratories,
faculty offices and general support offices. At this time, the program involves only
the west building.
b. Classrooms/ Special Labs
Ten classrooms will be provided, each approximately 750 sf in area. Eight 2,500 sf
laboratory spaces will be provided, as well as a 13,000 sf Aviation lab and a 7,500 sf
Film lab. The plan also provides for a new separate 2,500 sf metal building to house
the Truck Driving lab.
6. Grading and Drainage Analysis
a. Background Information
A final grading and drainage plan was approved in 1994 with the Phase 4 design
documents.
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b. Site Evaluation
1. Drainage
Storm drainage is provided by drains to the storm drainage system in Alameda
Boulevard and in Washington Street. Parking lots drain into two detention
ponds at the west end of the site, before discharge into the City storm drainage
system.
2. Access
The main south parking lot is accessed via two security gates: an entrance/exit
on Jefferson St. to the east, and an entrance-only gate on Washington St. to the
west. There is an exit-only gate on Jefferson, and another on Washington. Each
has, or has had in the past, in-ground tire damage spikes. The two small north
parking lots are accessed from Alameda Blvd. They do not have controlled
access. The service yard and loading docks are located between the east and
west buildings. They are accessed from Alameda Blvd. via a security gate. The
exterior electronic control panel for that gate is not functional.
The two north parking lots and north building entrances are partially shaded by
the buildings during winter months, and can retain snow and ice, making
pedestrian access to those entrances a challenge.
7. Landscaping Analysis
a. Condition of the existing landscape and irrigation system.
Generally, the landscaping on this site appears neat and well-maintained and quite
appropriate for an institutional facility. Most of the trees in the original design are
still in place. Some have been removed and those in decline (primarily Russian
Olive) have been pruned to remove dead material. Considering their age, the London
Plane trees in the parking areas are small. Those on the perimeter are larger (they
receive more water, have a larger soil volume and are less stressed). All of these
trees seem healthy.
Most of the original shrubs have survived. The (female – non-pollinating) Juniper
groundcover is thriving. The perimeter xeric shrub hedge along the south side of the
south parking lot is providing the planned-for screening. Some of this plant material
is post-mature – it has received some pruning but eventually it will need to be
supplemented or replaced. New shrubs at the northeast corner of the site are neat and
appropriate.
The grass sod is thick and well-maintained throughout the campus. There are
volunteer willows and cattails at the west retention ponds. Ivy covers some walls on
north and west sides.
According to the current building owner’s maintenance staff, the landscape irrigation
system is generally functioning well. Within the last two and a half years they have
replaced a few control valves and some galvanized piping on the north side of the
site.
b. Areas In Need of Renovation
The large parking lots do not meet current City requirements for landscaping with
trees, which state that no parking space may be more than 100 feet from a tree trunk.
Several trees that have been removed may need to be replaced.
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A 40 foot section of fence along the south perimeter has been damaged (fence posts
no longer vertical), and could be replaced.
8. Structural Analysis
a. Structure
The building structure for this complex of buildings is as follows:
East Building
 Phase 1 – Pre-engineered building and second floor steel framing shows no
sign of structural failure. Second floor appears to have 100 psf live load
capacity. Tilt-up concrete wall panels show no significant cracking.
 Phase 2 – Pre-engineered building and second floor steel framing shows no
sign of structural failure. Second floor appears to have 100 psf live load
capacity. Tilt-up concrete wall panels show no significant cracking.
West Building
 Phase 3 – Conventional steel frame building and mezzanine show no sign of
structural failure. Exterior walls are 6”strucutral steel studs.
 Phase 4 – Conventional steel frame building and mezzanine show no sign of
structural failure. Exterior walls are 6” structural steel studs.
b. Roof
The roof structure for this complex of the buildings is as follows:
East Building
 Phase 1 – Metal deck on pre-engineered structural system sloped to the
north into a continuous gutter system.
 Phase 2 – Metal deck on pre-engineered structural system sloped to the
south into a continuous gutter system.
West Building
 Phase 3 – Metal deck on joist system sloped to the west onto roof of Phase 4
building.
 Phase 4 – Metal deck on joist system sloped to the west into roof drains.
9. Mechanical/Electrical Analysis
a. General Information
See Appendices D & E
b.
Existing Condition
1. Mechanical/HVAC
See Appendix D
2. Plumbing
See Appendix D
3. Electrical/Lighting
See Appendix E
4. Special Systems
See Appendix E
Also included in Appendix D are an HVAC/Chiller Equipment Report by Travers
Mechanical Services, and a communication from The Response Group, Inc.
regarding electrical costs.
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c.
Probable Cost of Construction to Meet Current Code.
Mechanical/electrical information is included in the Conceptual Cost Estimate, in
Appendix F.
d. Proposed Use of the New Building.
Based on the proposed building program, requirements and recommendations for
improvements to the building utilities are included in the Summary Scope of Work
Statement in Appendix F.
10. Opinion of Probable Cost for Construction to Renovate Building
See the Summary Cost Estimate, dated 1/19/2010, in Appendix F. This modifies the scope of
work and Conceptual Cost Estimate (see item 11 below) to match the project budget.
11. Preliminary Cost Estimate Back Up Data
See Appendix F.
 Programming Statement (written program for the West Building)
 Summary Scope of Work Statement (description of physical improvements)
 Conceptual Cost Estimate (comprehensive estimate based on the Summary Scope of
Work Statement)
12. Floor Plan of New Space Layout
See Appendix G.
Submitted by
Chris Willadsen AIA
Principal
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APPENDIX A.
Figure 1. Phase 1 Northwest corner
Figure 2. Phase 1 Northwest corner.
Figure 3. Phase 1 North façade at Northwest corner.
Figure 4. Phase 1 North courtyard.
Figure 5. Phase 1 Northwest corner.
Figure 6. Phase 1 North facade.
Figure 7. Phase 1 Northwest corner.
Figure 8. Phase 2 Northeast corner.
Figure 10. Phase 2 Ramp at Northeast corner.
Figure 9. Phase2. Northeast corner.
Figure 11. Parking lot entrance North side.
Figure 12. Landscaping at parking lot entrance.
Figure 13. Landscaping at parking lot entrance.
Figure 14. Phase 2 East facade.
Figure 15. Phase 2 East entrance.
Figure 16. Phase 2 East entrance.
Figure 17. Phase 2 East entrance.
Figure 19. Phase 2 Southeast corner, tower.
Figure 18. Phase 2 continuing to Phase 3.
Figure 20. Phase 2 East façade.
Figure 21. Phase 2 & 3 walkway connection.
Figure 22. Phase 3& 4 East façade.
Figure 23. Phase 3 & 4 East facade.
Figure 24. Phase 3 East entrance.
Figure 25. Phase 3 East entrance.
Figure 26. Phase 4 East facade.
Figure 27. Phase 4 2nd floor wall infill.
Figure 28. Phase 4 Southeast corner.
Figure 29. Phase 4 South facade.
Figure 30 Phase 4 Southwest facade.
Figure 31. Phase 3 West entrance
Figure 32. Phase 3 & 4 West facade.
Figure 33. Phase 3 West facade.
Figure 34. Phase 3 West entrance.
Figure 35. Phase 3 Northwest corner.
Figure 36. Phase 3 Northwest corner.
Figure 37. Phase 3 North facade.
Figure 38. Phase 3 North facade.
Figure 39. Phase 3 Full North facade.
Figure 40. Phase 3 Northwest corner with Phase 2
connection.
Figure 41. Base of tower.
Figure 42. Phase 2 Southeast corner, mechanical
runs.
Figure 43. Phase 2 Southeast corner, mechanical
run.
Figure 44. Phase 2 East side abandoned mechanical
slab.
Figure 45. Phase 2 Southeast corner loading docks.
Figure 46. Phase 2 Southeast portion loading docks.
Figure 47. Behind Phase 2 – Mechanical building.
Figure 48. Behind Phase 2 – Mechanical building.
Figure 49. Phase 2 South facade.
Figure 50. Phase 1 South facade.
Figure 51. Phase 1 Southeast corner.
Figure 52. Phase 1 Southeast corner.
Figure 53. Phase 1 Southwest corner.
Figure 55. Phase 1 West facade at entry.
Figure 53. Phase 1 Southwest corner.
APPENDIX B.
APPENDIX C.
Alameda Business Center
ROOF EXISTING CONDITION REPORT
Albuquerque, New Mexico
GENERAL
There are two separate buildings and roof assemblies that are reviewed for this report.
For the purposes of identifying the roof sections are identified as phase I, phase II and
phase III. All three roof sections are in various stages of neglect. There seem to have
been little maintenance done on all three sections. The oldest roof is phase one.
Phase I section is a single-ply membrane. Phase I & II are standing seam roof systems.
All three roof section have good lope to drain conditions. All three roof sections have
their own exterior internal drain gutter along one wall. These gutter systems are
required to drain all the roof area per each section. It appears that phase I has had
some serious leaking issues over the years.
The wall systems of the buildings seem to be of EIFS construction. Some of the
parapet wall on roof section Phase I & II are covered with a metal cladding. The walls
where the EIFS system is exposed have damage in various locations allowing water to
enter in the wall system and roof assembly. Also there are areas where the sealant or
control joins have failed. These areas also allow water into the building.
It is highly recommended that a quality commercial roofing contractor complete a
detailed maintenance program on all three sections.
PHASE I - SECTION
Unfortunately, we were not able to get very good pictures of the metal roof sections due
to the bright reflection off of the panels.
This structure is a Butler® MR 24 standing seam metal roof assembly. It appears to be
original structural roof and deck of the building. The structure of the roof appears to be
sound and secure. Also, there is a small ballasted EPDM section on the north area of
this roof section.
There are signs of minor rusting on approximately 20-25 % of the roof area. The rust
seems to be only on the surface in does not appear to have any structural concerns.
However, the rust issue needs to be addressed or with time it could become serious.
The roof has many areas scattered about the surface where a “coating sealer” has been
applied in an apparent effort to stop leaking. This type of roof should not need to be
coated if it were functioning properly.
This roof also drains into an internal gutter. Obviously, there have been or still are
problems with leaking along the gutter. This is indicated by the significant amount of
coating applied to an area ~ 10’ from the gutter out into the field of the roof along the
entire length of the internal gutter. The drains in the gutter are small and may not be
large enough to drain a large volume of water before it overflows out of the gutter onto
the roof. Also it is possible that some of or all of the drain are plugged which would
cause the water to overflow out of the gutter onto field of the roof.
Included above is a picture of the roof wall section and coating applied in an effort to
stop that specific area from leaking.
PHASE II - SECTION
The Phase II section of this building is also a standing seam metal roof. It is of the
same type of panel, but not manufactured by Butler. The panel roof assembly
manufacturer could not be determined. The panels are of a lesser quality and not
typically a strong as the Butler assembly. They appear to be installed as a later addition
to the building. The roof does not show any signs of rust as does phase I, also there
are not any areas that have a coating applied. It could be assumed that the Phase II
section is or has remained water tight.
The roof drains to an internal gutter along the south wall of the section. I could not
determine if the roof had signs of leaking.
General maintenance of the roofs has been minimal. There are signs of neglect.
There are a lot of panel joint sections where the fasteners are backing out of the
assembly. This condition will cause serious problems if not maintained soon. See
pictures below.
PHASE III - SECTION
This roof is a .045 reinforced EPDM mechanically attached assembly. The roof
appears to be in good condition. The field membrane seems to be in very good
condition with some minor punctures or cuts in various places throughout the roof. This
roof seems to be a re-cover – though no core cuts were taken to confirm. However, it
is possible that the EPDM roof is the original. Because the roof is most likely a re-cover
application over an existing older membrane the holes/punctures may not be causing of
any leaks yet. I also found numerous holes in the field and in the wall flashing. These
will require a simple repair.
The roof has excellent slope to the west. Due to the large degree of slope the roof
drains quickly.
Typical hole or puncture
The roof is showing some signs of peel at many of the flashing and seams. This
condition is normal and is a general maintenance issue. The roof should be re-adhered
where all peeling is observed.
The roof drains to an interior gutter on the west wall of phase III section of the building
are mostly plugged. Where the drains in the gutter are plugged or partially plugged with
debris and the roof is not able to drain as designed. This condition would cause
overflow of the gutter as in phase I condition.
The gutter is lined with EPDM. See drain pictures below:
WALLS & PARAPETS
On phase III section there are several locations where the walls or parapets are
damaged. Also there are several locations where the control or expansion joint has
failed. Each of these locations provide a way for water to enter the wall or roofing
assembly and consequently into the building.
SUMMARY / RECOMMENDATIONS
As noted in this report there seems to have been some leaking issue with the phase I
roof. There are no signs of systematic approach to determine where the leaks were
coming from. The efforts taken to stop leaking appear to have been reactive to specific
locations. It is recommended that a complete investigative survey be completed on the
phase I section of this building complex. The roof on phase seems to be II is in good
condition except for the urgent requirement to re-fasten all the panel joints.
The EPDM roof still appears to have 5 plus years of service life remaining in the
membrane. The roof detailing however is in need of a maintenance upgrade service.
All damaged areas along the parapets and flashing need to be surveyed and repaired
as needed. All the peel areas need to be resealed or stripped-in. All the drains along
the gutter wall should be cleaned and flushed out.
With some basic upkeep all the phase should be able to be easily maintained in a water
tight condition. Phase I will require the most costly maintenance work.
APPENDIX D.
ALAMEDA BUSINESS CENTER
MECHANICAL SYSTEMS ASSESSMENT
GENERAL INFORMATION:
The vast majority of mechanical equipment presently within the facility has reached or
exceeded its service life as per ASHRAE standards. Most of the equipment appears to be
and may still be operable. However, it is recommended that a service contractor and a
testing and balancing contractor be contracted to service the equipment, test and balance all
equipment and capacities to achieve the original design parameters. Most of the
refrigeration equipment is currently using phased out refrigerant R-22 and may have to be
replaced with an approved refrigerant, depending on final programming decisions.
Equipment found to be inoperable will have to be replaced accordingly. The following are
median years of estimated service life expectancies for various types of equipment:
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









Rooftop air conditioners and multi-zone units, 15 years.
Boilers, steel water tube 24 years and cast iron 35 years.
Unit heaters, gas or electric 13 years and hot water 20 years.
Radiant electric heaters, 25 years.
Supply diffusers, RA grilles and registers, 27 years.
VAV and Double duct box terminals, 20 years.
Air washers, 17 years.
Ductwork, 30 years.
Dampers, 20 years.
Centrifugal fans, 25 years.
Ventilating roof mounted fans, 20 years.
DX or Water coils, 20 years.
Chillers centrifugal, 23 years.
Cooling towers galvanized, 20 years.
Insulation, molded 20years and blanket 24 years.
Pumps base mounted, 20 years and pipe mounted 10 years.
Sump pumps, 10 years.
Electric motors, 18 years and motor starters, 17 years.
Pneumatic controls and components 20 years.
Another issue with the existing equipment, if it is deemed as being usable for an interim
time, is the energy efficiency. The age of even the newer equipment installed
approximately fifteen years ago does not have the efficiency that mechanical equipment
has today. As programming for this facility is determined the design team will be able to
establish if the existing equipment in the various phases will be able to be modified and
used to serve the programming needs on a temporary basis. It should be noted that if this
facility is developed into a campus for CNM that the goal should be to upgrade all
mechanical systems and incorporate a central direct digital control (DDC) system for
energy management as soon as possible. Since the campus is significant in size the goal of
11930 Menaul N.E., Suite 214, Albuquerque, New Mexico 87112
E-Mail: [email protected]
Phone: 505-323-7629
Fax: 505-323-7594
the programming should identify existing systems that would be relatively simple and
logical to reuse while areas were equipment is not functioning or is extremely aged is
replaced and upgraded.
EXISTING EQUIPMENT:
Equipment located in 1981 Occupancy Phase I:
Currently the phase I area is the only part of the facility which is occupied and in
operation. The equipment in use as identified on the existing plans are air diffusion
devises such as supply diffusers, RA grilles, exhaust registers and louvers, base mounted
pumps (5), in-line pumps (2), cast iron heating boiler (1), cooling towers, pumps and
treatment systems (2), evaporative air handler (1), various coils, central station air handlers
(7), chillers (2), air washers (4), packaged air washer systems (2), return air fans (3),
exhaust fans (14), filter assemblies (4), in-line centrifugal fans (5), make-up air unit (1),
unit heaters (1) gas, (12) hot water and (1) electric, pneumatic controls and components, air
filters on various fan systems, run-around coils (14), heat recovery system pump (1), fume
scrubber (1), packaged make-up air fan (1), ethylene glycol feeder (1). As noticed during
our preliminary walk through the two chillers, serving phase I, have been upgraded with R123 refrigerant but will eventually require replacement due to their age and the need to
operate significantly more efficient.
Equipment located in 1990 Phase II Renovation and Remodel:
The areas of phase II are currently not occupied or in use. The equipment identified in the
existing plans for this area are chillers (2), boilers (2), cooling towers (1), base mounted
pumps (6), in-line circulating pumps (4), by-pass feeders (2), pneumatic controls and
components, centrifugal fans, supply and return (10), cooling coils (2), heating water coils
(12), filters for all fan systems, roof exhaust fans (1), relief air ventilators (6), domestic
water heater and circulation pump (1), sump pump (1), sump pump systems (4),
evaporative cooling air handling system (1), units heaters (2) electric and (2) hot water, air
curtains (2), electrical heating panel (1), central station unit (1), centrifugal supply fan (1),
heating water coils (4), kitchen hood exhaust fans (2), air diffusion devises, supply, RA
grilles, exhaust registers, VAV and double duct terminal units.
Existing Building: evaporative coolers (2), heating coils (6), general purpose fan (1), relief
air ventilation system (1), heating water circulation pumps (2), filters for various fan
systems. Of the two boilers, one of the units shows significant scaling, pipe leaks and rust.
The boiler and associated piping system will need to be inspected closer and pressure
tested to identify all potential points of failure.
Equipment located in 1993 Expansion Phase III:
Phase III areas are unoccupied and not currently being used. The equipment identified in
the existing plans for this area are air handling units with chilled water coils (2), air washer
air handling unit (1), outside air washer with furnace air handling units (4), boilers, water
tube (2), chillers with DX evaporator section, semi-hermetic (2), cooling towers,
11930 Menaul N.E., Suite 214, Albuquerque, New Mexico 87112
E-Mail: [email protected]
Phone: 505-323-7629
Fax: 505-323-7594
galvanized (2), roof exhaust fans (11), cabinet exhaust fans (4), utility exhaust fans (10),
unit heaters hot water (7) and gas (1), variable frequency drives (2), air curtains (2), in-line
fan 13,500 cfm (2), hot water duct coils (2), VAV boxes (32), rooftop furnaces (4), base
mounted pumps (7), cooling tower treatment system (1), air diffusion devises, supply
diffusers, RA grilles, exhaust registers. On preliminary review of this area the equipment
appears to be in adequate shape; but, the age of the equipment may offer issues in energy
efficient operation and the style/type of equipment may not properly serve the needs of
CNM.
Equipment located in 1994 Phase IV:
Phase IV areas are also unoccupied and not currently being used. The equipment
identified in the existing plans for this area are air diffusion devises, supply diffusers, RA
grilles, exhaust registers, VAV box terminals with heating water coils (12), duct heating
coils (4), variable frequency drives (3), utility exhaust fans (2), roof centrifugal exhaust fan
(1), air handling units with chilled water coils (2), inlet air roof hoods with motorized
dampers (3), boiler, cast iron (1), chiller (1), cooling tower galvanized (1), pumps (4).
7/15/94 additional work:
Air diffusion devises, supply diffusers, RA grilles, exhaust registers, rooftop air handling
unit (1), evaporative cooler (1), air fan cooler, 3300 cfm, (1), heating/ventilating unit (1).
Initial review of this area shows that depending on equipment operation CNM may be able
to utilize the mechanical and plumbing systems to support some functions relatively right
away.
CONCLUSIONS/RECOMMENDATIONS:
As noted in the initial aforementioned “General Information” paragraph, it is
recommended that a service contractor and a testing and balancing contractor be contracted
with to thoroughly investigate the interior operable parts of the major mechanical
equipment to determine their feasibility to continue to serve as originally designed. It
appears that much of the equipment may still be able to function as it was originally
intended and may still be able to serve CNM’s requirements for a short period of time but
should be upgraded when possible. All piping systems should be pressure tested to assure
that there are no significant leakages and that the system may be feasibly ready to use.
Pneumatic control systems should be thoroughly checked and upgraded to function as
originally designed. As the facility is upgraded it is highly recommended that the controls
be replaced and a new direct digital control (DDC) system be installed which can be
expanded to and added on as CNM renovates. Depending on programming requirements
for the facility the HVAC and plumbing equipment will have to be upgraded to meet
current energy efficient operation requirements not to mention any attempts to achieve
exemplary energy performance as associated with LEED certifications.
11930 Menaul N.E., Suite 214, Albuquerque, New Mexico 87112
E-Mail: [email protected]
Phone: 505-323-7629
Fax: 505-323-7594
December 11, 2009
CNM
Central New Mexico Community College
Physical Plant Department
Albuquerque, New Mexico 87110
SUBJECT: HVAC / Chiller Equipment Report
CTS Facility
4700 & 4800 Alameda NE
CNM PO # 181006
Job # 2910
Attn: Luis Campos
The following is the report on our findings on the existing chiller equipment and
associated components at the CTS facility located at 4700 & 4800 Alameda NE. The
cooling and heating equipment in both facilities is in very good overall condition.
4700 Alameda Phase 3 & 4 / West Building
EQUIPMENT:
Three (3) York Water Cooled Reciprocating Chillers
Chiller # 1 & 2 Model: YCWZ44JKO-46PB
Serial: SNBM932560170101
SNBM933560170102
Chiller # 3
Model: YCWZ88LMO-46PB
Serial: SKCM435940
Three (3) Cooling Towers: Marley Towers
Tower # 1 & 2 Model: 49766-21A92A523 A/2-4841
#3
Model: 636782/B22154 A/1-4851
Three (3) Boilers Peerless Gas Fired
Boiler # 1, 2, & 3 Model: 211A-08-W/S-I
# 1 Serial: 211A9901-089A
#2
tag missing
#3
211A9400=1293
Nine (9) PUMPS:
Four (4) Chilled Water Pumps
2 Primary & 2 Secondary pumps
Three (3) Cooling Tower Pumps
Three (3) Hot Water Pumps
REPORT:
All associated components of the cooling equipment have been sitting idle for
several years. The chilled water system and cooling tower water systems are all
drained for long term stand-by.
Chillers
The three semi-hermetic reciprocating chillers are in good condition.
Chillers # 1 & 2 were placed in operation April 10, 1994.
(I am working on getting the data for chillers # 1 & 2)
Chiller # 3 is rated at 105.6 tons with 91 total KW
Chiller # 3 was placed in operation January 27, 1995
Chilled Water = 254 GPM, Entering Water 54F, Leaving 44F
Condenser Water = 316 GPM, Entering Water 85F, Leaving 95F
All three chillers are in good condition and should provide many more
years of reliable and efficient operation.
The following services are recommended for all three units.
 Repair all refrigerant leaks
 Change compressor oil
 Replace liquid-line driers
 Clean condenser tubes
 Replace contactors chillers # 1 & 3
 Replace micro-processor board battery
Inspection services performed:
* Energized power to all 3 chillers
* All oil heaters operational
* Started and checked the operation of 5 of 6 compressors
* Chiller # 2, circuit # 1 compressor is shorted to ground.
* Chillers # 1 & # 3 pressurized refrigerant circuits with nitrogen
and leak tested same. Found various leaks on all 4 circuits
* Leak tested chiller # 2, no leaks found, both circuits at 80 PSIG
stand-by pressure
* The micro-processor board battery’s are low on all units.
Operating hours, start counter and fault data lost.
Cooling Towers
All three cooling towers are in fair condition, needing a good cleaning.
The tower media is very scaled, but can be cleaned by power washing and
Chemically de-scaling during operation
Inspection services performed:
* Started and checked operation of all three cooling tower fans
* Lubricated bearings and inspected same
* Visual inspection of complete structure and units
Pumps
All pumps are in good overall condition
Inspection services performed:
* Started and checked operation of all pumps
* Hot water pump # 1 has a leaking seal, secured valves
Boilers
All three boilers are operated every winter with no major issues
Inspection services performed:
* Checked operation of boilers # 2 & 3
* Boiler # 1 has a failed pilot solenoid
* Controls on all boilers operating per design
4800 Alameda Phase 2 / South
EQUIPMENT:
Two (2) York Water Cooled Screw Chillers
Chiller # 1 & 2 Model: YSCBBBS1-CFA
Serial: SLXM-902401
SLXM-902402
One Marley Cooling Towers
Model: NC-411
Serial: 96201238
Two (2) Boilers, Peerless Gas Fired
Boilers Model:
# 1 Serial:
#2
Six (6) PUMPS:
Two (2) Chilled Water Pumps
Two (2) Cooling Tower Pumps
Two (2) Hot Water Pumps
REPORT:
Chillers
The two open drive rotary screw chillers are in good condition. The
two chillers are rated at 200 tons with an energy efficient 0.60 KW per
ton. The equipment was placed in operation December 1990
Chilled Water = 480 GPM, Entering Water 55F, Leaving 45F
Condenser Water = 600 GPM, Entering Water 80F, Leaving 90F
The following services are recommended for all three units.
 Repair all refrigerant leaks
 Take oil analysis and change compressor oil
 Sample refrigerant for analysis
 Replace liquid-line driers and oil filters
 Clean condenser tubes
 Replace display board on chiller # 2
Inspection services performed:
* Leak tested refrigeration circuits
* Energized control panels and checked same
* Chiller # 2 needs a new display
* Added oil to chiller # 1 oil reservoir
* Primed oil circuits with manual hand pump
* Inspected compressor / motor coupling
* Started and checked compressor operation
Cooling Tower
The cooling tower is in fair condition, needing a good cleaning.
The tower media is very scaled, but can be cleaned by power washing and
chemically de-scaling during operation. The tower water sump should be
emptied and flushed
Inspection services performed:
* Started and checked operation of cooling tower fan, high speed
and low speed
* Lubricated bearings and inspected same
* Cleaned sump of loose debris
* Visual inspection of complete structure and unit
Pumps
All pumps are in good overall condition
Inspection services performed:
* Started and checked operation of all pumps
* Chilled water pump # 2 starter needs a new control transformer
* Cooling tower pumps are located in pit at tower water sump
Boilers
The two boilers are operated every winter with no major issues.
Inspection services performed:
* Checked operation of boilers
* Controls on boilers operating per design
* Set point is @ 140 F with 35 PSIG system pressure
FYI: 4800 Alameda / Phase One
Two (2) York Centrifugal Chillers,
Placed in operation in 1981
Rated @ 200 tons each @ 130 KW / 0.65 KW per ton
Thank you for your consideration. Please do not hesitate to call if you have any questions
or concerns.
Sincerely,
Mike Travers
Service Manager
APPENDIX E.
ALAMEDA BUSINESS CENTER
ELECTRICAL SYSTEMS ASSESSMENT
12/2/09
EXISTING CONDITIONS:
1. Electrical Distribution Systems:
The facility has multiple 480y/277volt PNM services. The equipment installed in phase I
and II appears to be quite old. Replacement parts may not exist, or may be hard to find.
The equipment electrical distribution system, including main distribution switchboard,
distribution panelboards, motor control centers, along with sub-panels appear installed in
phase III and IV appears to in reasonable good condition.
2. Lighting Systems:
The lighting in the facility consists of recessed and surface mounted fluorescent light
fixtures with localized switching. The lamps and ballasts of all of the lighting fixtures
appear to have been upgraded in the past 12 years, from T-12 lamps to T-8 lamps. Egress
and exit lighting fixtures are provided using recessed light fixtures units and self
contained exit signs. These are connected to centralized emergency battery back-up
systems.
3. Receptacle Systems:
The existing receptacles seem to be in good working order. The current layout was based
upon the equipment served at the time of installation. Therefore, in most areas, the
quantity and circuiting of the receptacles will not match what is required by CNM.
4. Special Systems:

The Special Systems consists of the Fire Alarm System (Gamewell System)
Security System (card readers), and a Master Clock System.

The fire alarm system is a “zoned” system, where many devices are wired onto
the same zone of annunciation. This type of system has been outdated for several
years.

The security system layout was based upon the User needs at the time of
installation. This system will have to be updated and modified to CNM’s
requirements and needs.

The Master Clock system looks like it was installed with the original project 30
years ago. We are not aware how well it is working.
CONCLUSIONS AND RECOMMENDATIONS:
1. Electrical Distribution Systems:

The capacity of the main distribution system, exterior transformers, and Main
Switchboards appear to be very adequate for CNM’s needs. It may be possible to
reduce the quantity of electrical service due to the reduction of electrical load.
However, we would expect that the Main Switchboards of Phases I and II will
have to be replaced if there are any changes required. We would also expect that
much of the main and distribution equipment will need to be updated and replaced
to provide the proper distribution that CNM will require.

The Distribution Panels, Motor Control Centers, along with Sub-Panels appear to
be in fairly good condition. While the locations will not match CNM’s needs, we
would expect that some of the equipment will be able to be re-used or relocated
and re-used. However, some of the equipment may have to be replaced due to
age or because replacement parts may be very difficult to obtain. Also, we would
expect that additional sections may have to be added to many of the panelboards
to accommodate additional devices and circuits that will be required.

Existing distribution conduits and conductors should be re-utilized wherever
possible.
2. Lighting Systems:

The lighting systems will need to be upgraded to conform to current energy
standards. Additional switching will need to be added, to provide dual level
lighting levels in many of the areas. Each three lamp fluorescent lighting fixture
would have typically been provided with one three lamp electronic ballast. To
provide the dual lighting levels required, the one three lamp ballast will need to be
replaced with two electronic ballasts. One ballast will power two lamps and the
second ballast will power the remaining lamp.

The lighting controls will need to be upgraded with occupancy sensors and timers
to provide automatic control.

Daylight sensors along with dimming ballasts will be required for day lighting
controls.

The emergency battery systems are many years old and will require replacement
or at least battery replacement.
3. Receptacle Systems:

At this time we can pretty much assume that the quantity, the locations and the
circuiting of the existing receptacles or the circuiting will not be sufficient or
correct to meet CNM’s needs. In many areas additional outlets and will be
required and additional circuiting will be required.

We would recommend that TVSS systems be added due to the computer or
electronic loads that will be added. Even the use of harmonic cancelling
transformers should be considered for sensitive loads.
4. Special Systems:
.

The Fire Alarm System should be upgraded with a new multi-plex system for the
entire facility. The location of the new devices will depend upon CNM’s layout of
walls and room types along with the HVAC systems being used.

The Security System will probably have to be replaced to meet the needs of
CNM. The existing system could be looked at to determine if it has spare
capacity and if additional devices can be added.

If a Master Clock System is going to be required by CNM, the existing system
should be checked to make sure it is operable and will accept additional devices.
APPENDIX F.
Summary Cost Estimate
CNM Alameda West Building
1/19/2010
Reductions in the Cost Estimate made to reduce the cost as follows:
Landscaping
Delete trees
Sprinkler System
Reduce quantity to 65,000sf
HVAC Ductwork
Reduce quantity to 65,000sf
Electrical
Reduce power distribution quantity to 65,000sf
Reduce distribution quantity to equipment to 65,000sf
Special Systems
Reduce systems quantity to 65,000sf
Lighting
Reduce fixtures quantity to 65,000sf
Solatubes
Reduce quantity by 6
Plumbing
Keep existing fixtures in Public Toilets
Subtotal
Balis Conceptual Cost Estimate
Reductions
New Conceptual Cost Subtotal
New General Requirements @ 8%
New Contractor OH&P @ 6%
New Bonds & Insurance @ 2.5%
New Design Contingency @ 10%
New Subtotal
New Pre-Engineered Metal Building
New Total Conceptual Cost
Project Cost
Building Cost
Asbestos Abatement
Subtotal
Construction Contingency @ 10%
Professional Fees
A/E @9%
Telecom @4%
Movable Equipment
Subtotal
NMGRT
Total
$8,000
$40,000
$40,000
$46,000
$99,000
$30,000
$46,000
$18,000
$65,000
$392,000
$3,515,299
$392,000
$3,123,299
$249,864
$187,398
$78,082
$312,330
$3,950,973
$162,500
$4,113,473
$4,113,473
$85,000
$4,198,473
$419,847
$370,213
$164,539
$450,000
$5,603,072
$385,071
$5,988,143
CNM Alameda
Programming Statement
West Building
Revised 1/19/10
Programmed Spaces
Priority
#1
Aviation Lab
Aviation Lecture
Film Lab
Film Lecture
Truck Driving Lab*
Truck Driving Lecture
Faculty Offices - Full Time (26)/ Part Time (24)
Copy Room/ Break Room/ Toilets
Lobby
Public Rest Rooms (Existing)
Housekeeping (Existing)
Tele/ Electrical Closet (Existing)
IT Distribution
Vestibules (Existing)
Main Public Corridor
Secondary Corridors
Security Office
Student Services/ IMR/ ITS/ Conference Rooms
Information Technology Server Room
Electrical/ Boilers/ Chillers/ D.I./ Compressors (Existing)
Subtotal
#2
Animation Lab
Animation Lecture
ARDR/ CAD Lab
ARDR/ CAD Lecture
Construction Management Lab
Construction Management Lecture
GIS Lab
GIS Lecture
Landscaping Lab
Landscaping Lecture
Subtotal
#3
Electronics Lab
Electronics Lectures (3)
Manufacturing Lab
Manufacturing Lecture
Photonics Lab
Photonics Lecture
Expansion Lab Space (Unfinished)
Storage/ Expansion Space (Unfinished)
Subtotal
Total
Total Gross Area
Areas Proposed (sf)
13,000
1,300
7,500
750
0
750
5,000
600
1,000
1,440
50
110
200
750
3,360
2,340
200
5,280
1,800
2,700
48,130
2,500
750
7,500
2,250
2,500
750
2,500
750
2,500
750
22,750
0
0
0
0
0
0
2,500
5,800
8,300
79,180
81,600
* Truck Driving Lab in 2500sf pre-engineered Metal Building
CNM Alameda
Summary Scope of Work Statement
Basis of Balis Estimate
West Building
Paving:
 Re-stripe for tractor trailer parking one half of south parking lot
Landscaping:
 Add trees in parking lots to replace trees that have been removed
 Repair damaged fencing at south perimeter
Roofing: 75,200sf
 Routine inspection and maintenance
Mechanical Systems: 75,200sf
 Modify sprinkler system heads layout
 Replace all air distribution ducts
Electrical Systems: 75,200sf
 Replace all power distribution to outlets
 Replace all special systems (fire alarm, security, and voice/data)
 Replace all lighting fixtures
Laboratories: 48,270sf
 Clean floors and seal
 Paint new and existing walls
 Remove ceilings and mezzanines and paint structure
 New wood doors and hollow metal frames
 Refurbish dock rolling door seals (2).
Lecture Rooms: 9,410sf
 Clean floors and add new flooring tile
 Paint new drywall walls
 Remove ceilings and add new acoustical lay-in ceilings
 New wood doors and hollow metal frames
 Add glass windows/ borrow lights in hollow metal frames into corridors
 Add solatubes for natural day-lighting
Faculty Offices/ Conference/ Work: 6,200sf
 Clean floors and add new carpet
 Paint new and existing drywall walls
 Remove ceilings and add new acoustical lay-in ceilings
 New wood doors and hollow metal frames



Add solatubes for natural day-lighting in interior rooms
Add systems furniture cubicles for faculty offices
Provide break room appliances with access to outdoor space
Rest Rooms: 2,000sf
 Patch ceramic tile flooring and walls
 Patch walls and paint
 Refurbish metal toilet compartments and replace as necessary
 Replace all accessories and mirrors
 New acoustical lay-in ceiling
 New plumbing fixtures
 Modify Men’s Room to add another two urinals in place of an existing shower to
comply with toilet fixture count required
 Modify for handicapped accessibility
Lobby: 1,000sf
 Clean floors and add new tile flooring
 Paint new and existing drywall walls
 Remove ceilings and add new acoustical lay-in ceilings
Public Corridors: 2,240sf
 Clean floors and seal
 Paint new and existing walls
 Remove ceilings and mezzanines and paint structure, add lay-in metal grid ceiling
 New wood doors and hollow metal frames
Vestibules: 750sf
 Clean floors and refurbish walk-off mats
 Paint existing walls
 Refurbish existing ceilings
 Refurbish entrance door systems for accessibility
 Clean glass window systems
Utility Spaces at East End of Building: 4,200sf
 No new work except to paint existing walls
CNM - Alameda Building Study
Albuquerque, NM
Conceptual Cost Estimate
Total
Item
Description
Takeoff Qty
Unit Cost
Amount
01 Paving
010 Re-stripe tractor trailer parking
10 Striping
010 Re-stripe tractor trailer parking
300.00
lf
1.75 /lf
01 Paving
525
525
525
02 Landscaping
----
020 Add trees
Trees
020 Add trees
----
030 Repair fencing
Repair damaged fencing at south perimeter
030 Repair fencing
10.00
ea
1.00
ls
800.00 /ea
10,000.00 /ls
02 Landscaping
8,000
8,000
10,000
10,000
18,000
03 Roofing
----
040 Inspection & Maintenance
Routine inspection and maintenance
040 Inspection & Maintenance
1.00
ls
5,000.00 /ls
03 Roofing
5,000
5,000
5,000
04 Mechanical Systems
----
----------------
050 Modify sprinkler system
Modify sprinkler system heads layout
050 Modify sprinkler system
060 Replace all air dist ducts
Controls upgrade from pneumatic to DDC
Deferred maintenance / cleanup of HVAC, Phase
IV
Replace / Upgrade Air Handling Units (AHU's),
Phase III
New / Modified dcutwork, HVAC piping, dampers,
insulation, etc., Phase IV
New / Modified dcutwork, HVAC piping, dampers,
insulation, etc., Phase III
060 Replace all air dist ducts
75,000.00
sf
3.13 /sf
234,750
234,750
75,000.00
45,120.00
sf
sf
4.00 /sf
0.45 /sf
300,000
20,304
30,080.00
sf
6.96 /sf
209,357
45,120.00
sf
3.25 /sf
146,640
30,080.00
sf
2.45 /sf
73,696
749,997
Page 1
CNM - Alameda Building Study
Albuquerque, NM
Conceptual Cost Estimate
Total
Item
Description
Takeoff Qty
Unit Cost
Amount
04 Mechanical Systems
984,747
05 Electrical systems
-------
----
----
070 Replace all power dist to outlets
Replace all power distribution to outlets
Replace distribution to mechanical equipment
070 Replace all power dist to outlets
080 Replace all special systems
Replace all special systems (fire alarm, security
and voice/data)
080 Replace all special systems
090 Replace all lighting fixtures
Replace all lighting fixtures
090 Replace all lighting fixtures
75,000.00
75,000.00
sf
sf
4.60 /sf
9.90 /sf
345,000
742,500
1,087,500
75,000.00
sf
2.94 /sf
220,500
220,500
75,000.00
sf
4.60 /sf
05 Electrical systems
345,000
345,000
1,653,000
06 Laboratories
----
110 Clean floors and seal
Clean and seal floors
110 Clean floors and seal
48,270.00
sf
0.45 /sf
21,722
21,722
----
120 Paint new & existing walls
Paint new and existing walls
120 Paint new & existing walls
56,520.00
sf
0.60 /sf
33,912
33,912
48,270.00
48,270.00
sf
sf
0.50 /sf
1.50 /sf
24,135
72,405
96,540
-------
130 Remove ceilings/mezzanines/paint struct
Remove ceilings and mezzanines
Paint structure
130 Remove ceilings/mezzanines/paint
struct
-------
140 New doors and frames
New hollow metal frames
New wood doors
140 New doors and frames
6.00
6.00
ea
ea
450.00 /ea
600.00 /ea
2,700
3,600
6,300
----
150 Refrubish rolling door seals
Refurbish dock rolling door seals
150 Refrubish rolling door seals
2.00
ea
250.00 /ea
500
500
06 Laboratories
158,974
07 Lecture Rooms
160 Clean floors/new tile
Page 2
CNM - Alameda Building Study
Albuquerque, NM
Conceptual Cost Estimate
Total
Item
Description
----
160 Clean floors/new tile
Clean floors and add new tile flooring
160 Clean floors/new tile
-------
170 Paint new drywall walls
New drywall partitions
Paint new drywall walls
170 Paint new drywall walls
-------
180 Remove ceilings/new lay-in ceilings
Remove ceilings
New acoustical lay-in ceilings
180 Remove ceilings/new lay-in ceilings
-------
190 New doors/frames
New hollow metal frames
New wood doors
190 New doors/frames
----
----
Takeoff Qty
Unit Cost
Amount
9,410.00
sf
12.00 /sf
112,920
112,920
6,768.00
25,200.00
sf
sf
8.00 /sf
0.60 /sf
54,144
15,120
69,264
9,410.00
9,410.00
sf
sf
0.45 /sf
2.75 /sf
4,235
25,878
30,112
200 Add glass windows/borrow lights
Add glass windows/borrow lights in hollow metal
frames into corridor
200 Add glass windows/borrow lights
5.00
5.00
ea
ea
450.00 /ea
600.00 /ea
2,250
3,000
5,250
5.00
ea
1,500.00 /ea
7,500
7,500
210 Add solatubes
Add solatubes for natuarl day-lighting
210 Add solatubes
16.00
ea
3,000.00 /ea
07 Lecture Rooms
48,000
48,000
273,046
08 Faculty Offices/Conference/Work
----
220 Clean floors/new carpet
Clean floors and add new carpet
220 Clean floors/new carpet
----
230 Paint walls
Paint new drywall walls
230 Paint walls
-------
240 Remove ceilings/add new ceilings
Remove ceilings
New acoustical lay-in ceilings
240 Remove ceilings/add new ceilings
-------
250 New doors and frames
New hollow metal frames
New wood doors
250 New doors and frames
----
6,200.00
sf
3.75 /sf
23,250
23,250
10,296.00
sf
0.60 /sf
6,178
6,178
6,200.00
6,200.00
sf
sf
0.45 /sf
2.75 /sf
2,790
17,050
19,840
260 Add solatubes
Add solatubes for natuarl day-lighting
Page 3
1.00
1.00
ea
ea
450.00 /ea
600.00 /ea
450
600
1,050
8.00
ea
3,000.00 /ea
24,000
CNM - Alameda Building Study
Albuquerque, NM
Conceptual Cost Estimate
Total
Item
Description
Takeoff Qty
Unit Cost
Amount
260 Add solatubes
----
24,000
270 Systems furniture cubicles
Add sytems furniture cublicles for faculty offices
270 Systems furniture cubicles
50.00
ea
3,500.00 /ea
08 Faculty
Offices/Conference/Work
175,000
175,000
249,318
09 Rest Rooms
----
290 Patch ceramic tile flooring and walls
Patch ceramic tile flooring and walls
290 Patch ceramic tile flooring and walls
2,000.00
sf
3.00 /sf
6,000
6,000
----
300 Patch walls and paint
Patch walls and paint
300 Patch walls and paint
5,184.00
sf
0.85 /sf
4,406
4,406
----
310 Refurbish metal toilet compartments
Refurbish metal toilet compartments and replace
as necessary
310 Refurbish metal toilet compartments
12.00
ea
750.00 /ea
9,000
9,000
----
320 Replace all acessories and mirrors
Replace all acessories and mirrors
320 Replace all acessories and mirrors
2,000.00
sf
0.75 /sf
1,500
1,500
----
330 New ceiling
New acoustical lay-in ceilings
330 New ceiling
2,000.00
sf
2.75 /sf
5,500
5,500
----
340 New plumbing fixtures
New plumbing fixtures
340 New plumbing fixtures
1.00
ls
65,000.00 /ls
65,000
65,000
----
350 Modify Mens' room
Modify Men's Room to add another two urinals in
place of a shower
1.00
sf
09 Rest Rooms
91,406
10 Lobby
----
----
370 Clean floors/add new tile
Clean floors and add new tile flooring
370 Clean floors/add new tile
380 Paint new/existing drywall walls
Paint new and existing drywall walls
1,000.00
sf
12.00 /sf
12,000
12,000
2,832.00
sf
0.60 /sf
1,699
Page 4
CNM - Alameda Building Study
Albuquerque, NM
Conceptual Cost Estimate
Total
Item
Description
Takeoff Qty
Unit Cost
Amount
380 Paint new/existing drywall walls
-------
390 Remove ceilings/add new ceilings
Remove ceilings
New acoustical lay-in ceilings
390 Remove ceilings/add new ceilings
1,699
1,000.00
1,000.00
sf
sf
0.45 /sf
2.75 /sf
10 Lobby
450
2,750
3,200
16,899
11 Public Corridors
----
400 Clean floors and seal
Clean and seal floors
400 Clean floors and seal
----
410 Paint new and existing walls
Paint new and existing walls
410 Paint new and existing walls
----------
-------
420 Remove ceilings/mezzanines/paint stucture
Remove ceilings and mezzanines
Add lay-in metal grid ceiling
Paint structure
420 Remove ceilings/mezzanines/paint
stucture
2,240.00
sf
0.45 /sf
1,008
1,008
13,200.00
sf
0.60 /sf
7,920
7,920
2,240.00
2,240.00
2,240.00
sf
sf
sf
0.45 /sf
15.00 /sf
1.20 /sf
1,008
33,600
2,688
37,296
430 New doors and frames
New hollow metal frames
New wood doors
0.00
0.00
ea
ea
11 Public Corridors
46,224
12 Vestibules
----
440 Clean floors/refurbish walk-off mats
Clean floors and refurbish walk-off mats
440 Clean floors/refurbish walk-off mats
----
450 Paint existing walls
Paint existing walls
450 Paint existing walls
----
460 Refurbish exsiting ceilings
Refubish existing ceilings
460 Refurbish exsiting ceilings
----
470 Refurbish entrance door systems
Refurbish entrance door systems for accessibility
470 Refurbish entrance door systems
----
480 Clean glass window system
Clean glass window systems
750.00
sf
4.00 /sf
3,000
3,000
3,600.00
sf
0.60 /sf
2,160
2,160
750.00
sf
1.50 /sf
1,125
1,125
4.00
7,500.00
Page 5
ea
sf
2,500.00 /ea
0.25 /sf
10,000
10,000
1,875
CNM - Alameda Building Study
Albuquerque, NM
Conceptual Cost Estimate
Total
Item
Description
Takeoff Qty
480 Clean glass window system
Unit Cost
Amount
1,875
12 Vestibules
18,160
Page 6
CNM - Alameda Building Study
Albuquerque, NM
Conceptual Cost Estimate
Estimate Totals
Description
Amount
Labor
Material
Subcontract
Equipment
Other
3,515,299
3,515,299
Gen Requirements
Contractor O'H'D & Profit
Bonds & Insurance
Contingency
Total
Totals
Rate
Cost per Unit
46.871 /sf
3,515,299
281,224
227,791
100,608
703,060
46.871 /sf
8.000
6.000
2.500
20.000
4,827,982
Page 7
%
%
%
%
3.750
3.037
1.341
9.374
/sf
/sf
/sf
/sf
64.373 /sf
APPENDIX G.
S MPC Ar chitects | 09045