2. 1
January 13, 2017
Alvaro Ramírez Picado
Board of Directors
Hoga De Los Ancianos
San Ramon, Costa Rica
Re: Nursing home expansion
Alvaro Ramírez Picado and Members of the Board,
The construction management students from the University of Minnesota are excited to
have the opportunity to plan an expand the nursing home. The facilities need to have
more units and be more wheelchair accessible. Keeping that in mind, we designed
projects that work well in the limited space available.
It is our hope that providing you with these plans, they will help you get to your
immediate goal which is accommodating 10 more people and to assist any future plans
to expand.
Thank you for letting us explore the site and sitting down with us to discuss the options.
The work you do helps the elderly is greatly appreciated and we are happy to provide a
small contribution to help you continue your operation and expand to serve even more
people.
Sincerely,
The University of Minnesota Construction Management Students
3. 2
Table of Contents
INTRODUCTION 3
TEAM MEMBERS 3
DELIVERABLES 4
MISSION STATEMENT 4
PROJECT BACKGROUND 5
OBJECTIVE 5
CLIENT PROFILE 5
SITE PARAMETERS 5
PROGRAM 6
ITERATIVE DESIGN PROCESS 7
DESIGN OPPORTUNITIES AND LOGISTICS 8
SCHEDULE AND WORK PLANS 8
OPTION 1 8
OPTION 2 10
OPTION 3 11
OPTION 4 13
OPTION 5 14
SCHEMATIC DESIGN COST PROPOSALS 16
OPTION 1 17
OPTION 2 18
OPTION 3 19
OPTION 4 20
OPTION 5 21
EXPLORING THE OPTIONS 22
OPPORTUNITIES 22
CHALLENGES 23
OWNERS CONSIDERATIONS 24
APPENDIX 29
4. 3
Introduction
The team is made up of students from construction and facilities management at the
University of Minnesota. Throughout this project students have gained experience in a
variety of areas such as:
• Designing
• Estimating
• Planning and Scheduling
• Proposal Writing and Presenting
• Teamwork
Team Members:
• Michael Veaderko, Project Manager
• Josh Tinucci, Senior Estimator
• Ryan Thrasher, Estimator
• Jason Sportel, Designer
• Nolan Rinta, Owner's Representative
• Hoang Ngo, Assistant Senior Designer
• Tori Kolster, Design and Logistics
• Wyatt Irwin, Senior Logistics and Estimating
• Brandon Gray, Senior Designer
• Nick Cooper, Estimator
• Parker Bazoff, Estimator
• Davis Allen, Senior Scheduler
• Seth Aho, Senior Marketing and Human Resources
• Peter Hilger, Supervising Professor
5. 4
Deliverables
• Multiple design options
• Cost estimates
• Schedule and work plan estimates
Mission Statement
The University of Minnesota Construction Management Students aim to fulfill the needs
of our Costa Rican clients by creating affordable designs that will effectively use the
limited space available. We focus on creating spaces that allow the client to better serve
their communities. Our goal is to create a path to complete the project and make a
difference in the community.
6. 5
Project Background
Objective
We plan to design an expansion to the nursing home that will have minimal disruption to
the rest of the facility. We want to plan and design an expansion to the nursing home
that will allow them to accommodate at least 10 more residents. The new units will have
larger doorways and larger bathrooms to make them more accessible to handicap
residents. We would like to provide the additional units without taking away green space
and keep the open feel of the site.
Client Profile
Hogar De Los Ancianos provides care for the elderly that no longer can take care of
themselves properly. Nor do they not have family in the area or family willing to take
care of them. Traditionally in Costa Rica, families have taken care of their parents when
they get older but that trend is fading away. As less elderly are taken care of by families
there is a greater need for an expansion.
The nursing home currently houses 57 people but can hold up to 62 people. With 330
people on the waiting list and the number trending upward, there is a need for more
units. The nursing home would like to build two units housing 5 people in each.
Site Parameters
This site offers a lot of different options for building locations. However, there are some
things that had to be considered during design. In the northwest corner of the site we
noticed a large grassy area. However, there was an unidentified buried object (UBO).
We were unable to identify this item and therefore decided not to propose a building
there. The southeast corner of the site had a lot of grassy space as well. This site
contained the septic tank and clothing lines. Due to the nursing home's desire to expand
it was decided that the clothing lines would not be hindered. The cost to remove the
septic tank was also a deterrent. The southwest corner of the site contained an old
building being used for storage. This posed many questions regarding the structural
integrity of the building and its ability to support more weight. The main courtyard of the
nursing home also has some parameters; it is near the highest traffic area on site.
Workers would have to travel on areas that residents regularly use.
7. 6
Program
To gain a better understanding of the facility and what needs they have, we took a tour
and had an interview with the director and board of directors. Through the interview
process we learned of what their needs and concerns are and what their future needs
will be. With the feedback from the interview and information gained from the tours we
were able to come up with some ideas to base our designs off of.
More units Ideally would like to add at least ten more
beds. Most of the current units hold 5
people each. They would take more than
that if space and budget allowed because
there is 330 people on the waitlist.
Wheelchair accessible The new units will be designed to
accommodate wheelchairs. This will
include bigger doors and bathroom than
the current units.
Open space and green areas The green space is highly valued at the
facility and they want the facility to keep
an open-air feel.
8. 7
Iterative Design Process
The process started with a visit to the site to start the design process. As a team, we
evaluated the site to find potential areas where we could add living units. After visiting
the site, the design team ran a design charrette to gain a better insight of which ideas to
pursue further. During this process, we were able to question a representative of the
nursing home to get a better idea of their current needs and future needs. The
ramifications of the needs are as follows:
• Living quarters for a minimum of 10 residents
• Larger doors
• More spacious bathrooms
• Better use of space
• Natural light
The most important factor we emphasized is the need for more beds, for now and in the
future. It is to our understanding that Hogar De Los Ancianos is the only nursing home
in San Ramon and there is 330 people on the waiting list. We wanted to give you as
many options as possible in order for you to be able to accommodate more residents.
With our designs, we wanted to give you a variety of options so you can choose the
option that is best for you now and give you options for the future as well. We wanted to
provide cheap and simple options to meet your current needs as well as more
expensive and complex options that will meet your needs for the future. All of the
options are located in different areas of the site, which allows you the opportunity to pick
and choose which option or options you want to go ahead with.
During the design process we came up with a few different unit layouts. We noticed
many of your existing unit layouts did not utilize the space efficiently. We found a layout
that is similar to your existing units, but with better bathroom designs and better use of
the space. We used this layout on most of our design options. We designed the
structure and aesthetics of our options to be very similar to your existing units so they fit
in well on the site.
Once we came up with our design options and our standard unit layout, we were able to
draw up detailed plans and 3D renderings of the options to give you a better visual.
9. 8
Design Opportunities and Logistics
Schedule and Work Plan
During construction we are concerned with the safety and well being of the residents.
With this being a smaller worksite, many logistical issues did arise. Material storage
areas will be secured with orange fencing/caution tape to prevent residents from getting
close to these areas. All materials will be secured within the nursing home perimeter.
With high concrete walls and a security gate at the entrance of the nursing home, we do
not see security being a major concern. Mixing of concrete will be done in the most
remote places of the site to prevent silica dust from coming into contact with the
residents and employees.
Option 1: Southwest Corner 2 Story Addition Work Plan
1. Construction scheduled to begin on November 1st
2. All site mobilization and safety precautions to be complete before November 1st
3. New site entrance in rear of lime grove to be built
4. Existing foundation to be upgraded to withstand additional load
5. 1st story to be built on top of existing structure
6. Pour crown beam and place steel decking
7. Pour concrete slab
10. 9
8. Build up second story block walls and finish building
9. Site demobilized
10.Final clean and punch list
The duration of this project is estimated at 8 months from the start of construction. This
is assuming that there will be a maximum of 10 people working at any given time.
Executing this option will have a low level of disturbance within the community, no one
will have to be relocated and the work will be relatively isolated. Reconstructing this
area will leave options open for the existing downstairs unit, such as storage use or
potential for rentable space. The two-story addition will be a new feature for the
community and will be a change in the overall flow of the area. To access the upper
levels of units a lift system or ramp will need to be installed along with construction of
the proposed building. The ramp will either cut into the garden area or be suspended
over the top of it. As with the 1-story option, the staging of materials and road access
will not largely interfere with the community. This option provides much needed space
for more residents and could be expanded to adding addition second stories to other
buildings in the community. By creating space for up to 40 more beds, this plan not only
meets your expansion goal, but exceeds it.
Associated Risks:
1. Theft do to Proximity to the street
2. Unauthorized civilian entry / injury
3. Unforeseen conditions associated with roof removal and existing cement block
conditions
4. Potential Fall Hazards
5. Liability with working in close proximity to neighboring buildings
11. 10
Option 2: Southwest Corner 1 Story Addition Work Plan
1. Construction scheduled to begin on November 1st
2. All site mobilization and safety precautions to be complete before November 1st
3. New site entrance near lime grove to be built
4. Existing foundation to be upgraded to withstand additional load
5. New structure to be built on top of existing structure
6. Site demobilized
7. Final clean and punch list
This project will last a total of about 5 months from the start of construction. This is
assuming that there will be a maximum of 10 people working at any given time.
Executing this option will have a very minimal level of disturbance to the rest of the
community. Reconstructing this area will leave options open for the existing downstairs
unit, such as use for storage or even a rental property. The one story unit will be built on
the same elevation as the rest of the units and will keep with the flow of the community.
Building in this area will remove less desirable areas while preserving the garden.
Staging of material and use of machinery will not be a huge challenge since there is
direct access from the road to the area as well as plenty of staging space inside and
outside of the community. By creating four five-bed units, this option will exceed the
original goal of adding 10 beds to the community.
12. 11
Associated Risks:
1. Theft with Proximity to the street.
2. Unauthorized civilian entry / injury
3. Unforeseen conditions associated with roof removal and existing cement block
conditions
4. Liability with working in close proximity to neighboring buildings
5. Difficult / uneven terrain
Option 3: Southwest Corner Small 2 Unit Addition Work Plan
1. Construction scheduled to begin on November 1st
2. All site mobilization and safety precautions to be complete before November 1st
3. New site entrance near lime grove to be built
4. Existing concrete wall to be demolished
5. Soil to be excavated
6. New permanent retaining wall to be built
7. Structure to be built
8. Site demobilized
9. Final clean and punch list
13. 12
This project will last a total of 4 months from the start of construction. This is assuming
that there will be a maximum of 7 people working at any given time. This option will
have a little more disturbance to the area compared to the previous two options of
building over the existing storage area. This plan requires some of the garden area as
well as a large retaining wall to be excavated, which will have some impact on the
environment as well as the residents. This plan will not displace any residents but will
cause a larger disturbance due to the demolition. The material staging and points of
access will remain in the southwest corner, utilizing the entrances in that area and the
road space for extra storage during work hours. By creating two-five bed units, this plan
meets the original request of 10 additional beds. This plan can be executed along with
one of the following remodel plans or the other two unit plan to exceed the original plan.
Associated Risks:
1. Excavation
2. Unforeseen soil conditions
3. Environmental impact with runoff
4. Labor Intensive with no equipment access
5. Waterproofing quality
14. 13
Option 4: Main Courtyard 2 Unit Addition Work Plan
1. Construction scheduled to begin on November 1st
2. All site mobilization and safety precautions to be complete before November 1st
3. Demolish existing concrete sidewalk and overhang structures
4. Relocate sidewalk to be parallel to mural
5. Excavate and pour foundation/footings
6. Build structure
7. Site demobilized
8. Final clean and punch list
This project will last a total of 4 months from the start of construction. This is assuming
that there will be a maximum of 7 people working at any given time. This plan, unlike the
previous ones, does not utilize the space in the southwest corner. This plan would be in
the middle of the community. A benefit to this is that the units will have very close
access to the clinic, church, and other communal areas. Before construction, small
amounts of grass, sidewalk, and trees will need to be removed to provide space for the
new building. Because of the location and demolition that will have to happen, this plan
will have a high level of disturbance to the residence and the flow of the community.
Walk-ways will have to be redirected and there will be limited access in the area during
construction. Additionally, the noise may be disruptive since it is close to so many of the
communal areas. The access points would likely be from the main entrance or the
parking lot area and the material staging will have to be in part of the parking area and
overflow will be directed to the storage area in the southwest corner. This plan will not
be able to fulfil the 20-bed requirement, but like the other two unit plan it can be paired
with another option to exceed the requirement and increase the capacity.
Associated Risks:
1. Resident Intrusion
2. Materials may be damaged as they are to be stored in the main lot, or
transported.
3. Dust / Noise Pollution as site is centrally located.
15. 14
Option 5: Existing Unit Remodel Work Plan
1. Construction scheduled to begin on November 1st
2. All site mobilization and safety precautions to be complete before November 1st
3. Relocate current residents to empty unit
4. Prep buildings for renovations with shoring as needed
5. Complete any necessary demolition
6. Clean up and complete interior buildout
7. Site demobilized
8. Final clean and punch list
9. Move residents back in
This project will last a total of 2 months from the start of construction. This is assuming
that there will be a maximum of 4 people working at any given time. Depending on the
activity there may be less people. Please note that this work plan is only for one unit.
There are 3 units per building. It is recommended that there is one available unit in
another building to relocate residents if this proposed option is acted upon. This option
will affect the entire community and displaces one unit of residents to a vacant unit while
each existing unit is remodeled. This option will cause the most disturbances because
only one unit can be worked on at a time which will prolong the construction process.
Though the disturbance to the displaced residents may be stressful at the time, it will be
16. 15
very short-term. The overall disturbance on the community and the environment will be
minimal. The work will be in one small area at a time and will not require a large amount
of material staging. The small amounts of material will be held within the current
working unit, but any additional material will be stored in the North West corner. Access
points will vary throughout the entire process since the work will be constantly moving.
Remodeling to add one bed to each existing unit will add 12 beds, this would be enough
to meet the 10 additional bed requirement, and more. Exploration of the possibilities of
remodeling could also help find space for even more beds.
Associated Risks:
1. Greater risk of unforeseen conditions as all buildings will the touched.
2. Varying work location may create additional hazards.
3. Labor intensive. (Labor is an unknown)
17. 16
Schematic Design Cost Proposal
Cost Estimate to Include
• Schematic design estimate based off of preliminary designs.
• All labor and material costs.
• Assumptions made in order to compile a complete construction estimate.
Process for Constructing Estimate
• Schematic designs for each option were created and rendered utilizing CAD and
REVIT software.
• Preliminary designs, in addition to knowledge of labor rates and local material
costs, were then utilized to compile a thorough estimate of the proposed
construction costs of each design option.
Included in this Proposal
• All labor and materials utilized in the construction of structure, exterior shell, and
interior finishes.
• Cost of general conditions associated with construction.
• Design and engineering fees.
• Construction permitting fees.
• Utility connections to building.
Excluded in this Proposal
• Unknown and unforeseen conditions.
• All Fixtures, Furnishings, and Equipment (FF&E).
• Soil testing.
• Hazardous waste removal.
• Subsequent design and engineering changes.
• Costs associated with temporarily relocating residents during construction.
Assumptions
• Majority of construction will be completed outside of rainy season.
• Existing buildings are structurally sound.
• Soil conditions are appropriate to support structural elements.
• Note: Estimates are based off of schematic designs only, are subject to change,
and not intended to be used as final construction estimates.
18. 17
Option One:
Southwest Corner Two-Story Addition
Estimate Breakdown*
Description CR Colones (₡) US Dollars ($)
Total Material Cost 71,809,430.00 130,563.00
Total Labor Cost 18,496,000.00 33,629.00
General Conditions Cost 3,250,819.00 5,911.00
1
Total Cost 111,799,717.00 203,272.00
*
See Appendix 1 for further cost breakdown.
1
Includes utility connections, A&E costs, permits, insurance and OH&P.
19. 18
Option Two:
Southwest Corner One-Story Addition
Estimate Breakdown*
Description CR Colones (₡) US Dollars ($)
Total Material Cost 43,128,125.00 78,415.00
Total Labor Cost 10,976,000.00 19,956.00
General Conditions Cost 2,291,430.00 4,166.00
1
Total Cost 67,392,687.00 122,532.00
*
See Appendix 2 for further cost breakdown.
1
Includes utility connections, A&E costs, permits, insurance and OH&P.
20. 19
Option Three:
Southwest Corner Two-Unit Addition
Estimate Breakdown*
Description CR Colones (₡) US Dollars ($)
Total Material Cost 12,290,640.00 22,347.00
Total Labor Cost 3,876,000.00 7,047.00
General Conditions Cost 718,096.00 1,306.00
1
Total Cost 20,177,259.00 36,686.00
*
See Appendix 3 for further cost breakdown.
1
Includes utility connections, A&E costs, permits, insurance and OH&P.
21. 20
Option Four:
Main Courtyard Two-Unit Addition
Estimate Breakdown*
Description CR Colones (₡) US Dollars ($)
Total Material Cost 12,058,609.00 21,925.00
Total Labor Cost 3,414,000.00 6,207.00
General Conditions Cost 718,096.00 1,306.00
1
Total Cost 19,347,892.00 35,178.00
*
See Appendix 4 for further cost breakdown.
1
Includes utility connections, A&E costs, permits, insurance and OH&P.
22. 21
Option Five:
Remodel of Existing Units
Estimate Breakdown*
Description CR Colones (₡) US Dollars ($)
Total Material Cost 5,967,210.00 10,849.00
Total Labor Cost 10,080,000.00 18,327.00
General Conditions Cost 981,497.00 1,785.00
1
Total Cost 20,349,305.00 36,999.00
*
See Appendix 5 for further cost breakdown.
1
Includes utility connections, A&E costs, permits, insurance and OH&P.
23. 22
Exploring the Options
Option 1 2 3 4 5*
Description Two story
addition in SW
Corner
Single story
addition in SW
Corner
2-unit
addition in
SW area
2-unit
addition in
courtyard
Remodel of
existing units
Approx.
Cost
$203,272
111.799.717₡
$122,532
67.392.687₡
$36,686
20.177.259₡
$35,178
19.347.892₡
$36,999
20.349.305₡
Total Beds
Added
40 20 10 10 12
Cost Per
Bed Added
2.794.993₡ 3.369.634₡ 2.017.725₡ 1.934.789₡ 1.695.775₡
Project
Duration
25 weeks 18.5 weeks 13 weeks 12 weeks 7 weeks
*Costs and durations based on a per-unit figure
Opportunities
1 2 3 4 5
Utilizes
“wasted”
space
✔ ✔ ✔ ✔
Creates
spaces for
10 beds
✔ ✔ ✔
Preserves
green space ✔ ✔ ✔
Eliminates
“eye-sore”
spaces
✔ ✔ ✔
Proximity to
communal
areas
✔ ✔
Challenges
24. 23
1 2 3 4 5
Takes away
trees/ green
space
✔ ✔
Isolated
✔ ✔ ✔
Displaces
residents ✔
Higher level
of
disturbance
✔ ✔
Higher level
of difficulty ✔ ✔ ✔
25. 24
Owners Considerations
Although the construction cost estimate is the most significant factor in choosing
between these options, there are other aspects that will have an effect on the
project’s success and the program’s operation. These factors should be carefully
considered before proceeding with any option. We have provided a rating system
for the following categories, classifying each option with a ranking from 1 star to
5 stars (1 Star = Poor, 2 Stars = Below average, 3 Stars = Average, 4 Stars =
Above Average, and 5 Stars = Excellent).
Option #1
Logistics:
Operation and Maintenance costs:
Disruption of current operation:
Ergonomics:
Emergency evacuation plan:
The two-story addition above the “casa azul” obviously has the highest initial
construction cost, it will also require the highest operation and maintenance costs being
that 8 additional units are being added. Budgeting for these additional costs will be
crucial for the programs success in the future. The logistics of this option are beneficial
because the site has access from the road and the side door while also providing
sufficient storage for materials. It does not create much of a problem to the programs
current operation as it is located in the back corner away from most of the residents.
However, a ramp will be constructed through the tree grove impacting its use during
construction. This plan had a great ergonomic rating because it provides the residents
with adequate bedroom space and has a large bathroom with a wheel-in shower. The
emergency evacuation plan is average because it provides another exit with a wheel-
chair ramp but also adds forty residents that would need to be evacuated.
26. 25
Option #2
Site logistics:
Operation and Maintenance costs:
Disruption of current operation:
Ergonomics:
Emergency evacuation plan:
The single-story addition is very similar to the two-story addition but is slightly more
advantageous with respect to your program. There are still two access points but the
project includes less material to store on site. The operation and maintenance costs will
still be significant because four units are being added to the total campus. The option
received the best disruption rating because it is located away from current residents and
it does not impact the tree grove area. The ergonomics of these units are the same as
the two-story option because it uses the same room lay-out. The emergency
evacuation plan uses the new side entrance with a wheel-chair ramp and only adds
twenty residents.
Option #3
Site logistics:
Operation and Maintenance costs:
Disruption of current operation:
Ergonomics:
Emergency evacuation plan:
The corner two-unit addition is the best option with respect to these categories as it
does not have any significant downfalls. The site logistics are the same as the first two
options with the exception of the tree grove excavation. The construction team will
need to remove dirt from the site after excavating. The addition requires even less
operation and maintenance costs as only two units are being constructed. The
disruption to operation with this addition is limited to the construction taking place in the
tree grove area. Again, this addition uses the same unit design as the first two options
providing a good ergonomic rating. It also allows for the best emergency evacuation
27. 26
plan as it includes the new handicap-accessible entrance and only adds ten residents to
the campus.
Option #4
Site logistics:
Operation and Maintenance costs:
Disruption of current operation:
Ergonomics:
Emergency evacuation plan:
The main courtyard addition is very different from the first three designs as it is located
in the heart of the facility. Although this design is not exactly consistent with the
program’s vision of the open area, it does provide a unique option. It is not an ideal
choice with respect to these categories. Logistically, this addition is a serious problem
because there is no logical access points or adequate storage areas. It only adds two
units to the total facility so the operation and maintenance costs are limited. Disrupting
current operation is also a serious concern as the units will be constructed in the middle
the resident’s housing. Closed walkways, construction mess, and construction noise
will all have an effect on how the program functions on a daily basis. The ergonomics of
this addition received an average rating because the units provide less bedroom space
for each resident and the bathroom and shower are slightly smaller. The emergency
evacuation plan is reasonable because the ten new residents will be located close to
the main entrance.
Option #5
Site logistics:
Operation and Maintenance costs:
Disruption of current operation:
Ergonomics:
Emergency evacuation plan:
28. 27
The remodel option provides a very different solution to your capacity problems and
does so with a modest cost estimate. Because these units would be remodeled one at
a time, the construction team does not face serious logistic problems. There is no need
to store large amounts of material on site but there is not immediate street access like
the first three options. There is a very minimal increase to operation and maintenance
costs with the remodel because there are no additional units being constructed. You
can expect similar costs to what the program is facing currently. This option is the most
disruptive option because the construction takes place at multiple buildings on the
facility. In order to accomplish this project, residents would have to be relocated as
each unit takes on construction. The units received a below average ergonomic rating
because the residents have far less bedroom space per person and the bathroom and
shower are smaller than is ideal. The emergency evacuation plan uses the main
entrance but includes an additional five residents.
Creative Financing:
Each of these construction options will require various amounts of capital funding, some
requiring more than others. Because the annual budget is dependent on federal alcohol
tax, lottery contributions, donations, and residents’ pensions, we have developed some
creative financing options to obtain the necessary funds. The following options are
general ideas that will require additional research.
1. Supplementary contributions from federal alcohol tax
In order to receive supplementary contributions, request to submit a proposal of
the desired addition. Within this proposal we have included a variety of
significant information that may be used to persuade a federal grant committee.
An increase to the annual budget could allow your program to pursue any of
our proposed designs.
2. Renting the “casa azul” as residential and/or retail space
Right now the “casa azul” is an underutilized asset as it is only being used for
storage and the food bank for local residents. We believe that this building is in
reasonably good condition and has the potential to become a source of
revenue for the program. In order to convert this space into a rentable
structure, your program would need to find another area to store supplies and
operate the food bank. We believe that this is a reasonable goal given the
modest amount of supplies being stored in the “casa azul” currently. This
strategy could be especially useful for the remodel option we have proposed.
Using the rent from this building, your program could begin to develop a capital
budget remodeling each unit as the funds become available. Funds could also
be budgeted to complete one of the more expensive options.
29. 28
3. Development option
A more complicated option would be to find a developer that would finance a
one or two-story addition on top of the “casa azul”. This development contract
might allow your program to construct additional units in the short term
requiring you to turnover the “casa azul” as compensation. You could also look
into turning over the new units with an agreement that your program retains a
lease on the units. The developer could then rent the lower level as residential
or retail space. This option would allow you to obtain additional units in a short
time period, essentially trading your “casa azul” asset. If you wanted to retain
the lower level as an emergency exit route, you could request an easement
granting street access.
31. Hogar De Los Ancianos
Southwest Corner Two Story Addition Estimate
Description Colones Dollars
Total Material 71,809,429.52 ₡ 130,562.60$
Total Labor 18,496,000.00 ₡ 33,629.09$
General Conditions 3,250,819.17 ₡ 5,910.58$
Construction Estimate 93,556,248.68 ₡ 170,102.27$
Utility Connections (3%) 2,806,687.46 ₡ 5,103.07$
96,362,936.14 ₡ 175,205.34$
A&E Costs (5%) 4,677,812.43 ₡ 8,505.11$
101,040,748.58 ₡ 183,710.45$
Permits (1.5%) 1,403,343.73 ₡ 2,551.53$
102,444,092.31 ₡ 186,261.99$
Insurance (5%) 4,677,812.43 ₡ 8,505.11$
107,121,904.74 ₡ 194,767.10$
OH&P (5%) 4,677,812.43 ₡ 8,505.11$
111,799,717.18 ₡ 203,272.21$
Total Cost 111,799,717.18 ₡ 203,272.21$
32. Description Quantity Unit Unit Cost Total Cost
75x150 steel Tube 48 m 1,500.00 ₡ 72,000.00 ₡
100x100 steel tube 187.75 m 3,000.00 ₡ 563,250.00 ₡
25x25 steel tube 76 m 600.00 ₡ 45,600.00 ₡
Type RTO-16 C Channel 400 m 900.00 ₡ 360,000.00 ₡
Metal handrail 10 m 850.00 ₡ 8,500.00 ₡
Metal Floor Decking HG #30 190 Sheets 13,500.00 ₡ 2,565,000.00 ₡
Metal Roof Decking HG #26 90 Sheets 14,000.00 ₡ 1,260,000.00 ₡
Gutter Material 166 m 2,700.00 ₡ 448,200.00 ₡
Footing Concrete 3 m3 90,000.00 ₡ 270,000.00 ₡
Footing Structural Rebar 142.5 m 230.00 ₡ 32,775.00 ₡
CMU Block for walls 11600 ea 350.00 ₡ 4,060,000.00 ₡
CMU block for columns 1448 ea 350.00 ₡ 506,800.00 ₡
Concrete Infill for walls 70 m3 80,000.00 ₡ 5,600,000.00 ₡
Concrete Infill for columns 8.5 m3 80,000.00 ₡ 680,000.00 ₡
Block Mortar all 327.5 bags 5,500.00 ₡ 1,801,250.00 ₡
Block rebar for columns 436 m 230.00 ₡ 100,280.00 ₡
Block Rebar for walls 408 m 230.00 ₡ 93,840.00 ₡
Large beam concrete 26.25 m3 90,000.00 ₡ 2,362,500.00 ₡
Large beam rebar 495.6 m 230.00 ₡ 113,988.00 ₡
Small beam concrete 4.5 m3 90,000.00 ₡ 405,000.00 ₡
Small beam rebar 156.96 m 230.00 ₡ 36,100.80 ₡
Top crown story 1 concrete 8.4 m3 90,000.00 ₡ 756,000.00 ₡
Top crown story 1 rebar 340.2 m 230.00 ₡ 78,246.00 ₡
Top crown story 2 concrete 8.4 m3 90,000.00 ₡ 756,000.00 ₡
Top crown story 2 rebar 340.2 m 230.00 ₡ 78,246.00 ₡
Poured Concrete Floor 80 m3 90,000.00 ₡ 7,200,000.00 ₡
Welded Mesh #3 50 Sheets 11,660.00 ₡ 583,000.00 ₡
Concrete sidewalk for ramp 45 m3 80,000.00 ₡ 3,600,000.00 ₡
Concrete sidewalk 61.6 m3 80,000.00 ₡ 4,928,000.00 ₡
Concrete steps 4.56 m3 80,000.00 ₡ 364,800.00 ₡
Misc Exterior Metal 2 ea 150,000.00 ₡ 300,000.00 ₡
Exterior Plaster and Finishing 468 m2 1,000.00 ₡ 468,000.00 ₡
Exterior Paint (single coat) 470 m2 230.00 ₡ 108,100.00 ₡
Exterior Window 16 ea 137,500.00 ₡ 2,200,000.00 ₡
Exterior Door and Frame 8 ea 25,000.00 ₡ 200,000.00 ₡
Interior Metal Studs 1085 m 280.00 ₡ 303,800.00 ₡
Gyp Board 2160 Sheets 3,500.00 ₡ 7,560,000.00 ₡
Gyp board finishing 2160 Sheets 2,500.00 ₡ 5,400,000.00 ₡
Interior Door and Frame 32 ea 13,000.00 ₡ 416,000.00 ₡
Material Breakdown
33. Interior Paint (Prime and Final) 6300 m2 230.00 ₡ 1,449,000.00 ₡
Interior block plaster and finish 492.8 m2 1,000.00 ₡ 492,800.00 ₡
Interior block paint (prime and final)1000 m2 230.00 ₡ 230,000.00 ₡
Interior Tile 300 m2 3,500.00 ₡ 1,050,000.00 ₡
Misc Interior Light Fixtures 48 ea 18,000.00 ₡ 864,000.00 ₡
Sink and plumbing 8 ea 21,000.00 ₡ 168,000.00 ₡
Toilet and plumbing 8 ea 30,000.00 ₡ 240,000.00 ₡
Wall outlets and electrical 104 ea 20,000.00 ₡ 2,080,000.00 ₡
Ceiling fans and electrical 16 ea 70,000.00 ₡ 1,120,000.00 ₡
Bathroom Lighting Fixtures 8 ea 12,000.00 ₡ 96,000.00 ₡
- ₡
- ₡
Subtotal Material 64,403,075.80 ₡
Tax 7,406,353.717 ₡
Total Material 71,809,429.52 ₡
Total material 130,562.60$
34. Activity Days Crew Hourly Rate Total Cost
Demo existing structure roof 2 7 1,500.00 ₡ 168,000.00 ₡
Level top of existing structure 2 7 1,500.00 ₡ 168,000.00 ₡
Clean and clear site of debris and
materials 2 7 1,500.00 ₡ 168,000.00 ₡
Dig block column footings 3 10 1,500.00 ₡ 360,000.00 ₡
Form and pour column footings 4 10 1,500.00 ₡ 480,000.00 ₡
Construct block columns 6 10 1,500.00 ₡ 720,000.00 ₡
Form and pour large concrete beams 5 10 1,500.00 ₡ 600,000.00 ₡
Form and pour intermediate concrete
beams 3 10 1,500.00 ₡ 360,000.00 ₡
Set east west first story floor structural
steel beams 2 10 1,500.00 ₡ 240,000.00 ₡
Lay and shore floor sheet metal decking
first story 2 10 1,500.00 ₡ 240,000.00 ₡
In floor plumbing and electrical rough-in
first story 2 10 1,500.00 ₡ 240,000.00 ₡
Form and pour concrete first story 4 10 1,500.00 ₡ 480,000.00 ₡
Construct block walls first story 15 10 1,500.00 ₡ 1,800,000.00 ₡
Form second story floor and structural
concrete crown 5 10 1,500.00 ₡ 600,000.00 ₡
Set east west second story floor structural
steel beams 2 10 1,500.00 ₡ 240,000.00 ₡
Pour second story floor and crown 4 10 1,500.00 ₡ 480,000.00 ₡
Construct block walls second story 15 10 1,500.00 ₡ 1,800,000.00 ₡
Form and pour top crown 4 10 1,500.00 ₡ 480,000.00 ₡
Install exterior doors and frames first
story 3 7 1,500.00 ₡ 252,000.00 ₡
Install exterior windows first story 4 7 1,500.00 ₡ 336,000.00 ₡
Install exterior doors and frames second
story 3 7 1,500.00 ₡ 252,000.00 ₡
Install exterior windows second story 4 7 1,500.00 ₡ 336,000.00 ₡
Construct roof structure 5 10 1,500.00 ₡ 600,000.00 ₡
Lay metal roof decking 2 7 1,500.00 ₡ 168,000.00 ₡
Exterior plaster and finishing 5 10 1,500.00 ₡ 600,000.00 ₡
Interior metal framing first story 5 10 1,500.00 ₡ 600,000.00 ₡
Install interior doors and frames first
story 3 7 1,500.00 ₡ 252,000.00 ₡
Hang interior gyp first story 4 10 1,500.00 ₡ 480,000.00 ₡
Interior wall finish and paint first story 3 7 1,500.00 ₡ 252,000.00 ₡
Interior tile first story 4 10 1,500.00 ₡ 480,000.00 ₡
Labor Breakdown
35. Electrical finishes first story 4 5 2,500.00 ₡ 400,000.00 ₡
Plumbing finishes first story 4 5 2,500.00 ₡ 400,000.00 ₡
Interior metal framing second story 5 10 1,500.00 ₡ 600,000.00 ₡
Install interior doors and frames second
story 3 7 1,500.00 ₡ 252,000.00 ₡
Hang interior gyp second story 4 10 1,500.00 ₡ 480,000.00 ₡
Interior wall finish and paint second story 3 7 1,500.00 ₡ 252,000.00 ₡
Interior tile second story 4 10 1,500.00 ₡ 480,000.00 ₡
Electrical finishes second story 4 5 2,500.00 ₡ 400,000.00 ₡
Plumbing finishes second story 4 5 2,500.00 ₡ 400,000.00 ₡
Second story ramp constructionon 5 10 1,500.00 ₡ 600,000.00 ₡
- ₡
- ₡
Total Labor 18,496,000.00 ₡
Total Labor 33,629.09$
36. Description Quantity Unit Unit Cost Total Cost
Consumables 1 ea 2,154,282.89 ₡ 2,154,282.89 ₡
Equipment rental 1 ea 550,000.00 ₡ 550,000.00 ₡
Bodega construction 1 ea 82,500.00 ₡ 82,500.00 ₡
Construction barricade 25 m 2,750.00 ₡ 68,750.00 ₡
Mobilization 5 days 6,000.00 ₡ 30,000.00 ₡
Demobilization 5 days 6,000.00 ₡ 30,000.00 ₡
- ₡
Subtotal GC's 2,915,532.89 ₡
Tax 335,286.282 ₡
Total GC's 3,250,819.17 ₡
Total GC's 5,910.58$
General Conditions Breakdown
54. Hogar De Los Ancianos
Remodel of Existing buildings Estimate
Description Colones Dollars
Total Material 5,967,210.11 ₡ 10,849.47$
Total Labor 10,080,000.00 ₡ 18,327.27$
General Conditions 981,496.93 ₡ 1,784.54$
Construction Estimate 17,028,707.04 ₡ 30,961.29$
Utility Connections (3%) 510,861.21 ₡ 928.84$
17,539,568.25 ₡ 31,890.12$
A&E Costs (5%) 851,435.35 ₡ 1,548.06$
18,391,003.60 ₡ 33,438.19$
Permits (1.5%) 255,430.61 ₡ 464.42$
18,646,434.21 ₡ 33,902.61$
Insurance (5%) 851,435.35 ₡ 1,548.06$
19,497,869.56 ₡ 35,450.67$
OH&P (5%) 851,435.35 ₡ 1,548.06$
20,349,304.91 ₡ 36,998.74$
Total Cost 20,349,304.91 ₡ 36,998.74$
*Note: This remodel is of all 4 main buildings in the
interior of the complex. It assumes 3 units per building
and that all internal walls are a mixture of metal framed
gypsum board construction and concrete block.
55. Description Quantity Unit Unit Cost Total Cost
Gyp Board 210 Sheets 3,448.51 ₡ 724,187.10 ₡
Gyp board finishing 210 Sheets 2,500.00 ₡ 525,000.00 ₡
Interior Door and Frame 12 ea 12,755.50 ₡ 153,066.00 ₡
Interior Paint (Prime and Final) 2220 m2 219.64 ₡ 487,607.14 ₡
Interior Metal Studs 684 m 272.13 ₡ 186,137.70 ₡
Misc Interior Light Fixtures 24 ea 18,000.00 ₡ 432,000.00 ₡
Wall outlets and electrical 36 ea 20,000.00 ₡ 720,000.00 ₡
Interior CMU refinishing 108 m2 220.00 ₡ 23,760.00 ₡
Sink and plumbing 12 ea 25,000.00 ₡ 300,000.00 ₡
Toilet and plumbing 12 ea 50,000.00 ₡ 600,000.00 ₡
Shower and plumbing 12 ea 100,000.00 ₡ 1,200,000.00 ₡
- ₡
- ₡
Subtotal Material 5,351,757.95 ₡
Tax 615,452.164 ₡
Total Material 5,967,210.11 ₡
Total material 10,849.47$
Material Breakdown
56. Activity Days Crew Hourly Rate Total Cost
Demo Interior Building 1 8 5 1,500.00 ₡ 480,000.00 ₡
Demo Interior Building 2 8 5 1,500.00 ₡ 480,000.00 ₡
Demo Interior Building 3 8 5 1,500.00 ₡ 480,000.00 ₡
Demo Interior Building 4 8 5 1,500.00 ₡ 480,000.00 ₡
Interior walls building 1 8 5 1,500.00 ₡ 480,000.00 ₡
Interior walls building 2 8 5 1,500.00 ₡ 480,000.00 ₡
Interior walls building 3 8 5 1,500.00 ₡ 480,000.00 ₡
Interior walls building 4 8 5 1,500.00 ₡ 480,000.00 ₡
Interior Gyp Building 1 4 5 1,500.00 ₡ 240,000.00 ₡
Interior Gyp Building 2 4 5 1,500.00 ₡ 240,000.00 ₡
Interior Gyp Building 3 4 5 1,500.00 ₡ 240,000.00 ₡
Interior Gyp Building 4 4 5 1,500.00 ₡ 240,000.00 ₡
Interior Paint Building 1 8 5 1,500.00 ₡ 480,000.00 ₡
Interior Paint Building 2 8 5 1,500.00 ₡ 480,000.00 ₡
Interior Paint Building 3 8 5 1,500.00 ₡ 480,000.00 ₡
Interior Paint Building 4 8 5 1,500.00 ₡ 480,000.00 ₡
Electrical Building 1 6 5 2,500.00 ₡ 600,000.00 ₡
Electrical Building 2 6 5 2,500.00 ₡ 600,000.00 ₡
Electrical Building 3 6 5 2,500.00 ₡ 600,000.00 ₡
Electrical Building 4 6 5 2,500.00 ₡ 600,000.00 ₡
CMU refinishing Building 1 4 5 1,500.00 ₡ 240,000.00 ₡
CMU refinishing Building 2 4 5 1,500.00 ₡ 240,000.00 ₡
CMU refinishing Building 3 4 5 1,500.00 ₡ 240,000.00 ₡
CMU refinishing Building 4 4 5 1,500.00 ₡ 240,000.00 ₡
- ₡
Total Labor 10,080,000.00 ₡
Total Labor 18,327.27$
Labor Breakdown
57. Description Quantity Unit Unit Cost Total Cost
Consumables 1 ea 179,016.30 ₡ 179,016.30 ₡
Equipment rental 1 ea 550,000.00 ₡ 550,000.00 ₡
Bodega construction 1 ea 82,500.00 ₡ 82,500.00 ₡
Construction barricade 25 m 2,750.00 ₡ 68,750.00 ₡
- ₡
Subtotal GC's 880,266.30 ₡
Tax 101,230.625 ₡
Total GC's 981,496.93 ₡
Total GC's 1,784.54$
General Conditions Breakdown
58. ID Task
Mode
Task Name Duration
1 Project Duration 177 days
2 Pre-construction 45 days
3 Architectural Drawings 20 days
4 Municipality Permit 10 days
5 Design and Engineer Permit 10 days
6 Environmental Permit 10 days
7 National Insurance Company 12 days
8 Notice to Proceed 1 day
9 Mobilize/Site Layout 2 days
10 Sitework & Existing Conditions 5 days
11 Demolish Wall In lime Grove & Create Site Entrance 2 days
12 Relocate Fruit Trees As Needed 1 day
13 Remove Existing Sheds, Fences, Concrete and Debris On Levels: B & C 1 day
14 Remove All Items in Existing Building On Level C & Prepare For Demo 2 days
15 Structure & Exterior Envelope 95 days
16 Level C 19 days
17 Remove Corrugated Steel Roof Decking On Level C 1 day
18 Remove Structural Steel Roof Framing and Gables 2 days
19 Level Building Masonry & Prep Block For Expansion 2 days
20 Excavate 3 Column Footings At Building Front Level C 1 day
21 Build Up 3 Reinforced Block Columns At Front Of Building C Until Level
With Block Wall
1 day
22 Excavate Strip Footing For Building C New Structural Wall 1 day
23 Build Up Structural Block Wall Seperating Storage Room In Building C 2 days
24 Excavate Foundation At Level C Courtyard 2 days
25 Underslab Rough-ins & Water Drainage 2 days
26 Set & Tie Rebar For Foundation Courtyard C 1 day
Task
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Page 1
Project: #1 Costa Rica Senior H
Date: Thu 1/12/17
60. Pre-construction
Municipality Permit
Design and Engineer Permit
Environmental Permit
Notice to Proceed
Mobilize/Site Layout
Sitework & Existing Conditions
Remove Existing Sheds, Fences, Concrete and Debris On Levels: B &
8/27 9/10 9/24 10/8 10/22 11/5 11/19 12/3 12/17 12/31 1/14 1/28
September 1 October 1 November 1 December 1 January 1
1st Half
Task
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Inactive Milestone
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Page 21
Project: #1 Costa Rica Senior H
Date: Thu 1/12/17
61. Project Duration
ris On Levels: B & C
3/22Structure & Exterior Envelope
1/28 2/11 2/25 3/11 3/25 4/8 4/22 5/6 5/20 6/3 6/17 7/1
February 1 March 1 April 1 May 1 June 1
Task
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Inactive Milestone
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Page 25
Project: #1 Costa Rica Senior H
Date: Thu 1/12/17
62. ID Task
Mode
Task Name Duration
27 Set Anchors, Form & Pour Courtyard C Foundation at 4' From
Retaining Wall B
2 days
28 Build Up Courtyard C Addition Blockwall Till Level W/ Existing
Structure
2 days
29 Place & Tie-in Rebar Cage For Crown Beam Ontop Of New & Old Block
Wall Of Structure C
3 days
30 Form & Pour Crown Beam On All Of Structure C 3 days
31 Place/Tie Perlins From Front Of Structure C To Existing Block Wall
Crown Beam
1 day
32 Place/Tie Any Other Structural Members Or Shoring To Support Floor
Deck
1 day
33 Level B 8 days
34 Inspect Retaining Wall B & Add Proper Weep Holes & Water Drainage
As Needed
1 day
35 Remove Top Course Of Retaining Wall B and Tie In Rebar 1 day
36 Build Up Retaining Wall B Until Level With Block Wall Of Structure C 1 day
37 Import Soil & Grade As Needed to Level Level B 1 day
38 Excavate Footings & Foundation For New Structure B 1 day
39 Set Reinforcing Rebar For Strip Footings & Foundation B 1 day
40 Underslab Rough-ins 1 day
41 Set Anchors, Form & Pour Footings Level B 1 day
42 Set Forms, Place & Tie All Rebar For S.O.G. At Level B 1 day
43 B & C Level 2 39 days
44 Place & Tie Corrugated Roof Decking Over Entire Level C & Tie Into
Level B
2 days
45 Through-slab Rough-ins Level 2 1 day
46 Place & Fasten Reinforcing Steel Mesh Over All Floor Decking 2 days
47 Form & Pour Slab Over Level 2 4 days
48 Build Up Structural Masonry Block Walls W/ Rebar From 2nd Level Of
Area B-C
20 days
49 Set Reinforcing Cage For Crown Beam 4 days
Task
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Inactive Milestone
Inactive Summary
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Page 2
Project: #1 Costa Rica Senior H
Date: Thu 1/12/17
64. 8/27 9/10 9/24 10/8 10/22 11/5 11/19 12/3 12/17 12/31 1/14 1/28
September 1 October 1 November 1 December 1 January 1
1st Half
Task
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Inactive Milestone
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Page 22
Project: #1 Costa Rica Senior H
Date: Thu 1/12/17
65. ID Task
Mode
Task Name Duration
50 Set Anchors, Form and Pour Concrete Crown Beam 4 days
51 B & C Level 3 37 days
52 Place/Tie Any Structural Members Or Shoring To Support Steel Floor
Deck Level 3
1 day
53 Place & Tie Corrugated Roof Decking Over B & C Level 3 2 days
54 Through-slab Rough-ins Level 3 2 days
55 Place & Fasten Reinforcing Steel Mesh Over All Floor Decking 2 days
56 Form & Pour Slab Level 3 4 days
57 Build Up Structural Masonry Block Walls W/ Rebar From 2nd Level Of
Area B-C
18 days
58 Set Reinforcing Cage For Crown Beam 4 days
59 Set Anchors, Form and Pour Concrete Crown Beam 4 days
60 Roof & Exterior Finishes 32 days
61 Tie & Place Roof Structure Purlins 3 days
62 Place & Tie Structural Steel Roof Beams Into Crown Beam 2 days
63 Place & Fasten Corregated Roof Decking 3 days
64 Place Sheet Metal Cap At Peak Of Roof 1 day
65 Prep & Plaster Block Wall 8 days
66 Rough-in Exterior Doors and Windows 5 days
67 Install Exterior Doors & Windows 4 days
68 Install Exterior Gutters & Downspouts 2 days
69 Exterior Painting, Soffit and Finishes 7 days
70 Interior Finishes 22 days
71 Prep & Plaster Block Wall Interior 6 days
72 Interior Metal Studs For Partitions 4 days
73 Rough-in Plumbing 3 days
74 Rough-in Electrical 3 days
75 Hang Sheet Rock 4 days
76 Rough-In Doors 2 days
77 First Primecoat 3 days
Task
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Page 3
Project: #1 Costa Rica Senior H
Date: Thu 1/12/17
70. Finish Plumbing
Close-out
1/28 2/11 2/25 3/11 3/25 4/8 4/22 5/6 5/20 6/3 6/17 7/1
February 1 March 1 April 1 May 1 June 1
Task
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Inactive Milestone
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Page 28
Project: #1 Costa Rica Senior H
Date: Thu 1/12/17
71. ID Task
Mode
Task Name Duration
1 Project Duration 130 days
2 Pre-construction 45 days
3 Architectural Drawings 20 days
4 Municipality Permit 10 days
5 Design and Engineer Permit 10 days
6 Environmental Permit 10 days
7 National Insurance Company 12 days
8 Notice to Proceed 1 day
9 Mobilize/Site Layout 2 days
10 Sitework & Existing Conditions 5 days
11 Demolish Wall In lime Grove & Create Site Entrance 2 days
12 Relocate Fruit Trees As Needed 1 day
13 Remove Existing Sheds, Fences, Concrete and Debris On Levels: B & C 1 day
14 Remove All Items in Existing Building On Level C & Prepare For Demo 2 days
15 Structure & Exterior Envelope 80 days
16 Level C 19 days
17 Remove Corrugated Steel Roof Decking On Level C 1 day
Task
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Inactive Milestone
Inactive Summary
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Page 1
Project: #2 Costa Rica Senior H
Date: Thu 1/12/17
73. Project Duration
t
sting Conditions
Sheds, Fences, Concrete and Debris On Levels: B & C
8/17Structure & Exterior Envelope
6/5 6/19 7/3 7/17 7/31 8/14 8/28 9/11 9/25 10/9 10/23 11/6 11/20
June 1 July 1 August 1 September 1 October 1 November 1
Task
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Inactive Milestone
Inactive Summary
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Page 11
Project: #2 Costa Rica Senior H
Date: Thu 1/12/17
74. ID Task
Mode
Task Name Duration
18 Remove Structural Steel Roof Framing and Gables 2 days
19 Level Building Masonry & Prep Block For Expansion 2 days
20 Excavate 3 Column Footings At Building Front Level C 1 day
21 Build Up 3 Reinforced Block Columns At Front Of Building C Until Level
With Block Wall
1 day
22 Excavate Strip Footing For Building C New Structural Wall 1 day
23 Build Up Structural Block Wall Seperating Storage Room In Building C 2 days
24 Excavate Foundation At Level C Courtyard 2 days
25 Underslab Rough-ins & Water Drainage 2 days
26 Set & Tie Rebar For Foundation Courtyard C 1 day
27 Set Anchors, Form & Pour Courtyard C Foundation at 4' From
Retaining Wall B
2 days
28 Build Up Courtyard C Addition Blockwall Till Level W/ Existing
Structure
2 days
29 Place & Tie-in Rebar Cage For Crown Beam Ontop Of New & Old Block
Wall Of Structure C
3 days
30 Form & Pour Crown Beam On All Of Structure C 3 days
31 Place/Tie Perlins From Front Of Structure C To Existing Block Wall
Crown Beam
1 day
32 Place/Tie Any Other Structural Members Or Shoring To Support Roof
Deck
1 day
33 Level B 8 days
34 Inspect Retaining Wall B & Add Proper Weep Holes & Water Drainage
As Needed
1 day
Task
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Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
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Page 2
Project: #2 Costa Rica Senior H
Date: Thu 1/12/17
76. ID Task
Mode
Task Name Duration
35 Remove Top Course Of Retaining Wall B and Tie In Rebar 1 day
36 Build Up Retaining Wall B Until Level With Block Wall Of Structure C 1 day
37 Import Soil & Grade As Needed to Level Level B 1 day
38 Excavate Footings & Foundation For New Structure B 1 day
39 Set Reinforcing Rebar For Strip Footings & Foundation B 1 day
40 Underslab Rough-ins 1 day
41 Set Anchors, Form & Pour Footings Level B 1 day
42 Set Forms, Place & Tie All Rebar For S.O.G. At Level B 1 day
43 B & C 61 days
44 Place & Tie Corrugated Roof Decking Over Entire Level C & Tie Into
Level B
2 days
45 Through-slab Rough-ins 1 day
46 Place & Fasten Reinforcing Steel Mesh Over All Floor Decking 2 days
47 Form & Pour Slab Over Levels B & C 4 days
48 Build Up Structural Masonry Block Walls W/ Rebar From 2nd Level Of
Area B-C
20 days
49 Set Reinforcing Cage For Crown Beam 4 days
50 Set Anchors, Form and Pour Concrete Crown Beam 4 days
51 Place & Tie Structural Steel Roof Beams Into Crown Beam 2 days
52 Tie & Place Roof Structure Purlins 3 days
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 3
Project: #2 Costa Rica Senior H
Date: Thu 1/12/17
78. ID Task
Mode
Task Name Duration
53 Place & Fasten Corregated Roof Decking 3 days
54 Place Sheet Metal Cap At Peak Of Roof 1 day
55 Prep & Plaster Block Wall 6 days
56 Rough-in Exterior Doors and Windows 3 days
57 Install Exterior Doors & Windows 2 days
58 Install Exterior Gutters & Downspouts 1 day
59 Exterior Painting, Soffit and Finishes 4 days
60 Interior Finishes 13 days
61 Prep & Plaster Block Wall Interior 3 days
62 Interior Metal Studs For Partitions 2 days
63 Rough-in Plumbing 2 days
64 Rough-in Electrical 2 days
65 Hang Sheet Rock 2 days
66 Rough-In Doors 1 day
67 First Primecoat 2 days
68 Interior Doors & Hardware 1 day
69 Interior Trim and Finish Carpentary 1 day
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 4
Project: #2 Costa Rica Senior H
Date: Thu 1/12/17
83. 6/5 6/19 7/3 7/17 7/31 8/14 8/28 9/11 9/25 10/9 10/23 11/6 11/20
June 1 July 1 August 1 September 1 October 1 November 1
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 13
Project: #2 Costa Rica Senior H
Date: Thu 1/12/17
84. Finish Plumbing
Close-out
6/5 6/19 7/3 7/17 7/31 8/14 8/28 9/11 9/25 10/9 10/23 11/6 11/20
June 1 July 1 August 1 September 1 October 1 November 1
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 15
Project: #2 Costa Rica Senior H
Date: Thu 1/12/17
85. ID Task
Mode
Task Name Duration
1 Project Duration 97 days
2 Pre-construction 45 days
3 Architectural Drawings 20 days
4 Municipality Permit 10 days
5 Design and Engineer Permit 10 days
6 Environmental Permit 10 days
7 National Insurance Company 12 days
8 Notice to Proceed 1 day
9 Mobilize/Site Layout 2 days
10 Sitework & Existing Conditions 12 days
11 Demolish Wall In lime Grove & Create Site Entrance 2 days
12 Remove Fruit Trees 20' Back From Retaining Wall 1 day
13 Remove Existing Shed & Debris From Site 1 day
14 Demolish Existing Site Concrete & Retaining Wall 3 days
15 Excavate & Remove Excess Soil From Site 1 day
16 Set Up Temporary Soil Retention Shoring 1 day
17 Build Permanent Block Soil Retention Wall 20' From Existing Wall 2 days
18 Waterproof Block Wall & Provide Water Weep Holes 1 day
19 Backfill Retention Wall 1 day
20 Structure & Exterior Envelope 37 days
21 Excavate Footings & Foundation For Structure 1 day
22 Set Reinforcing Rebar For Foundation 1 day
23 Underslab Rough-ins 1 day
24 Set Anchors, Form & Pour Foundation 1 day
25 Build Up Masonry Block Walls With Steel Reinforcing 15 days
26 Set Reinforcing Cage For Crown Beam 1 day
27 Set Anchors, Form and Pour Concrete Crown Beam 1 day
28 Tie Steel Beams Into Crown Beam 1 day
29 Fabricate and Erect Steel Roof Structure and Purlins 2 days
30 Attach Corrugated Roof Decking 1 day
31 Place Sheet Metal Cap At Peak Of Roof 1 day
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 1
Project: #3 Costa Rica Senior H
Date: Thu 1/12/17
90. Prep & Plaster Block Wall
Rough-in Exterior Doors and Windows
Install Exterior Doors & Windows
Install Exterior Gutters & Downspouts
Exterior Painting, Soffit and Finishes
Interior Finishes
Interior Metal Studs For Partitions
Rough-In Windows & Doors
Rough-in Plumbing
Rough-in Electrical
Prep & Plaster Block Wall Interior
First Floor Primecoat
Interior Doors & Hardware
Interior Trim and Finish Carpentary
Finish Paint
Ceramic Flooring
Finish Plumbing
Finish Electric
Close-out
Punchlist
8/27 9/10 9/24 10/8 10/22 11/5 11/19 12/3 12/17 12/31 1/14 1/28 2/11 2/25 3/11 3/25
1 September 1 October 1 November 1 December 1 January 1 February 1 March 1
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 10
Project: #3 Costa Rica Senior H
Date: Thu 1/12/17
91. ID Task
Mode
Task Name Duration
1 Project Duration 91 days
2 Pre-construction 44 days
3 Architectural Drawings 20 days
4 Municipality Permit 10 days
5 Design and Engineer Permit 10 days
6 Environmental Permit 10 days
7 National Insurance Company 12 days
8 Notice to Proceed 1 day
9 Mobilize/Site Layout 1 day
10 Sitework & Existing Conditions 4 days
11 Remove & Stockpile Corregated Steel From Covered Walkway 1 day
12 Remove & Stockpile Structural Steel From Walkway 1 day
13 Demolish & Remove Concrete Walkway 1 day
14 Relocate Plants & Trees As necessary 1 day
15 Structure & Exterior Envelope 33 days
16 Excavate & Place Agregate For New Walkway Parellel To Mural 1 day
17 Set Structural Steel Posts, Form & Pour New Walkway 1 day
18 Attach Corrugated Roof Decking 1 day
19 Excavate Footings & Foundation For Structure 1 day
20 Set Reinforcing Rebar For Foundation 1 day
21 Underslab Rough-ins 1 day
22 Set Anchors, Form & Pour Foundation 3 days
23 Build Up Masonry Block Walls With Steel Reinforcing 15 days
24 Set Reinforcing Cage For Crown Beam 1 day
25 Set Anchors, Form and Pour Concrete Crown Beam 1 day
26 Tie Steel Beams Into Crown Beam 1 day
27 Fabricate, Erect Steel Roof Structure & Purlins 2 days
28 Attach Corrugated Roof Decking 1 day
29 Place Sheet Metal Cap At Peak Of Roof 1 day
30 Prep & Plaster Block Wall 1 day
31 Rough-in Exterior Doors and Windows 1 day
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Page 1
Project: #4 Costa Rica Senior H
Date: Thu 1/12/17
