hogar de los ancianos proposal

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Proposal for Expansion

University of Minnesota

Construction Management

Hogar De Los Ancianos

January 13, 2017

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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

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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

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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

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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.

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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.

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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.

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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.

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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

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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

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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.

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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

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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

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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.

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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

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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)

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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.

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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

1Total Cost 111,799,717.00 203,272.00

*See Appendix 1 for further cost breakdown. 1Includes utility connections, A&E costs, permits, insurance and OH&P.

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Option Two:

Southwest Corner One-Story Addition

Estimate Breakdown*



Total Labor Cost 10,976,000.00 19,956.00

General Conditions Cost 2,291,430.00 4,166.00

1Total Cost 67,392,687.00 122,532.00


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Option Three:

Southwest Corner Two-Unit Addition

Estimate Breakdown*



Total Labor Cost 3,876,000.00 7,047.00

General Conditions Cost 718,096.00 1,306.00

1Total Cost 20,177,259.00 36,686.00


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Option Four:

Main Courtyard Two-Unit Addition

Estimate Breakdown*



Total Labor Cost 3,414,000.00 6,207.00


1Total Cost 19,347,892.00 35,178.00


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Option Five:

Remodel of Existing Units

Estimate Breakdown*



Total Labor Cost 10,080,000.00 18,327.00


1Total Cost 20,349,305.00 36,999.00


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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

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1 2 3 4 5

Takes away trees/ green

space

✔ ✔

Isolated ✔ ✔ ✔

Displaces residents

✔

Higher level of

disturbance

✔ ✔

Higher level of difficulty ✔ ✔ ✔

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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.

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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

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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:

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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.

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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.

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Appendix 1:

Southwest Corner Two-Story Addition Estimate

HogarDeLosAncianosSouthwestCornerTwoStoryAdditionEstimate

Description Colones DollarsTotalMaterial 71,809,429.52 ₡ 130,562.60$TotalLabor 18,496,000.00 ₡ 33,629.09$GeneralConditions 3,250,819.17 ₡ 5,910.58$ConstructionEstimate 93,556,248.68 ₡ 170,102.27$

UtilityConnections(3%) 2,806,687.46 ₡ 5,103.07$96,362,936.14 ₡ 175,205.34$

A&ECosts(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$111,799,717.18 ₡ 203,272.21$

TotalCost 111,799,717.18 ₡ 203,272.21$

Description Quantity Unit UnitCost TotalCost75x150steelTube 48 m 1,500.00 ₡ 72,000.00 ₡100x100steeltube 187.75 m 3,000.00 ₡ 563,250.00 ₡25x25steeltube 76 m 600.00 ₡ 45,600.00 ₡TypeRTO-16CChannel 400 m 900.00 ₡ 360,000.00 ₡Metalhandrail 10 m 850.00 ₡ 8,500.00 ₡MetalFloorDeckingHG#30 190 Sheets 13,500.00 ₡ 2,565,000.00 ₡MetalRoofDeckingHG#26 90 Sheets 14,000.00 ₡ 1,260,000.00 ₡GutterMaterial 166 m 2,700.00 ₡ 448,200.00 ₡FootingConcrete 3 m3 90,000.00 ₡ 270,000.00 ₡FootingStructuralRebar 142.5 m 230.00 ₡ 32,775.00 ₡CMUBlockforwalls 11600 ea 350.00 ₡ 4,060,000.00 ₡CMUblockforcolumns 1448 ea 350.00 ₡ 506,800.00 ₡ConcreteInfillforwalls 70 m3 80,000.00 ₡ 5,600,000.00 ₡ConcreteInfillforcolumns 8.5 m3 80,000.00 ₡ 680,000.00 ₡BlockMortarall 327.5 bags 5,500.00 ₡ 1,801,250.00 ₡Blockrebarforcolumns 436 m 230.00 ₡ 100,280.00 ₡BlockRebarforwalls 408 m 230.00 ₡ 93,840.00 ₡Largebeamconcrete 26.25 m3 90,000.00 ₡ 2,362,500.00 ₡Largebeamrebar 495.6 m 230.00 ₡ 113,988.00 ₡Smallbeamconcrete 4.5 m3 90,000.00 ₡ 405,000.00 ₡Smallbeamrebar 156.96 m 230.00 ₡ 36,100.80 ₡Topcrownstory1concrete 8.4 m3 90,000.00 ₡ 756,000.00 ₡Topcrownstory1rebar 340.2 m 230.00 ₡ 78,246.00 ₡Topcrownstory2concrete 8.4 m3 90,000.00 ₡ 756,000.00 ₡Topcrownstory2rebar 340.2 m 230.00 ₡ 78,246.00 ₡PouredConcreteFloor 80 m3 90,000.00 ₡ 7,200,000.00 ₡WeldedMesh#3 50 Sheets 11,660.00 ₡ 583,000.00 ₡Concretesidewalkforramp 45 m3 80,000.00 ₡ 3,600,000.00 ₡Concretesidewalk 61.6 m3 80,000.00 ₡ 4,928,000.00 ₡Concretesteps 4.56 m3 80,000.00 ₡ 364,800.00 ₡MiscExteriorMetal 2 ea 150,000.00 ₡ 300,000.00 ₡ExteriorPlasterandFinishing 468 m2 1,000.00 ₡ 468,000.00 ₡ExteriorPaint(singlecoat) 470 m2 230.00 ₡ 108,100.00 ₡ExteriorWindow 16 ea 137,500.00 ₡ 2,200,000.00 ₡ExteriorDoorandFrame 8 ea 25,000.00 ₡ 200,000.00 ₡InteriorMetalStuds 1085 m 280.00 ₡ 303,800.00 ₡GypBoard 2160 Sheets 3,500.00 ₡ 7,560,000.00 ₡Gypboardfinishing 2160 Sheets 2,500.00 ₡ 5,400,000.00 ₡InteriorDoorandFrame 32 ea 13,000.00 ₡ 416,000.00 ₡

MaterialBreakdown

InteriorPaint(PrimeandFinal) 6300 m2 230.00 ₡ 1,449,000.00 ₡

Interiorblockplasterandfinish 492.8 m2 1,000.00 ₡ 492,800.00 ₡

Interiorblockpaint(primeandfinal) 1000 m2 230.00 ₡ 230,000.00 ₡

InteriorTile 300 m2 3,500.00 ₡ 1,050,000.00 ₡

MiscInteriorLightFixtures 48 ea 18,000.00 ₡ 864,000.00 ₡

Sinkandplumbing 8 ea 21,000.00 ₡ 168,000.00 ₡

Toiletandplumbing 8 ea 30,000.00 ₡ 240,000.00 ₡

Walloutletsandelectrical 104 ea 20,000.00 ₡ 2,080,000.00 ₡

Ceilingfansandelectrical 16 ea 70,000.00 ₡ 1,120,000.00 ₡

BathroomLightingFixtures 8 ea 12,000.00 ₡ 96,000.00 ₡

- ₡

- ₡

SubtotalMaterial 64,403,075.80 ₡

Tax 7,406,353.717 ₡

TotalMaterial 71,809,429.52 ₡

Totalmaterial 130,562.60$

Activity Days Crew HourlyRate TotalCost

Demoexistingstructureroof 2 7 1,500.00 ₡ 168,000.00 ₡

Leveltopofexistingstructure 2 7 1,500.00 ₡ 168,000.00 ₡

Cleanandclearsiteofdebrisand

materials 2 7 1,500.00 ₡ 168,000.00 ₡

Digblockcolumnfootings 3 10 1,500.00 ₡ 360,000.00 ₡

Formandpourcolumnfootings 4 10 1,500.00 ₡ 480,000.00 ₡

Constructblockcolumns 6 10 1,500.00 ₡ 720,000.00 ₡

Formandpourlargeconcretebeams 5 10 1,500.00 ₡ 600,000.00 ₡

Formandpourintermediateconcrete

beams 3 10 1,500.00 ₡ 360,000.00 ₡

Seteastwestfirststoryfloorstructural

steelbeams 2 10 1,500.00 ₡ 240,000.00 ₡

Layandshorefloorsheetmetaldecking

firststory 2 10 1,500.00 ₡ 240,000.00 ₡

Infloorplumbingandelectricalrough-in

firststory 2 10 1,500.00 ₡ 240,000.00 ₡

Formandpourconcretefirststory 4 10 1,500.00 ₡ 480,000.00 ₡

Constructblockwallsfirststory 15 10 1,500.00 ₡ 1,800,000.00 ₡

Formsecondstoryfloorandstructural

concretecrown 5 10 1,500.00 ₡ 600,000.00 ₡

Seteastwestsecondstoryfloorstructural

steelbeams 2 10 1,500.00 ₡ 240,000.00 ₡

Poursecondstoryfloorandcrown 4 10 1,500.00 ₡ 480,000.00 ₡

Constructblockwallssecondstory 15 10 1,500.00 ₡ 1,800,000.00 ₡

Formandpourtopcrown 4 10 1,500.00 ₡ 480,000.00 ₡

Installexteriordoorsandframesfirst

story 3 7 1,500.00 ₡ 252,000.00 ₡

Installexteriorwindowsfirststory 4 7 1,500.00 ₡ 336,000.00 ₡

Installexteriordoorsandframessecond

story 3 7 1,500.00 ₡ 252,000.00 ₡

Installexteriorwindowssecondstory 4 7 1,500.00 ₡ 336,000.00 ₡

Constructroofstructure 5 10 1,500.00 ₡ 600,000.00 ₡

Laymetalroofdecking 2 7 1,500.00 ₡ 168,000.00 ₡

Exteriorplasterandfinishing 5 10 1,500.00 ₡ 600,000.00 ₡

Interiormetalframingfirststory 5 10 1,500.00 ₡ 600,000.00 ₡

Installinteriordoorsandframesfirst

story 3 7 1,500.00 ₡ 252,000.00 ₡

Hanginteriorgypfirststory 4 10 1,500.00 ₡ 480,000.00 ₡

Interiorwallfinishandpaintfirststory 3 7 1,500.00 ₡ 252,000.00 ₡

Interiortilefirststory 4 10 1,500.00 ₡ 480,000.00 ₡

LaborBreakdown

Electricalfinishesfirststory 4 5 2,500.00 ₡ 400,000.00 ₡Plumbingfinishesfirststory 4 5 2,500.00 ₡ 400,000.00 ₡Interiormetalframingsecondstory 5 10 1,500.00 ₡ 600,000.00 ₡Installinteriordoorsandframessecondstory 3 7 1,500.00 ₡ 252,000.00 ₡Hanginteriorgypsecondstory 4 10 1,500.00 ₡ 480,000.00 ₡

Interiorwallfinishandpaintsecondstory 3 7 1,500.00 ₡ 252,000.00 ₡Interiortilesecondstory 4 10 1,500.00 ₡ 480,000.00 ₡Electricalfinishessecondstory 4 5 2,500.00 ₡ 400,000.00 ₡Plumbingfinishessecondstory 4 5 2,500.00 ₡ 400,000.00 ₡Secondstoryrampconstructionon 5 10 1,500.00 ₡ 600,000.00 ₡

- ₡- ₡

TotalLabor 18,496,000.00 ₡TotalLabor 33,629.09$

Description Quantity Unit UnitCost TotalCostConsumables 1 ea 2,154,282.89 ₡ 2,154,282.89 ₡Equipmentrental 1 ea 550,000.00 ₡ 550,000.00 ₡Bodegaconstruction 1 ea 82,500.00 ₡ 82,500.00 ₡Constructionbarricade 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 ₡

- ₡SubtotalGC's 2,915,532.89 ₡Tax 335,286.282 ₡TotalGC's 3,250,819.17 ₡TotalGC's 5,910.58$

GeneralConditionsBreakdown

30

Appendix 2:

Southwest Corner One-Story Addition Estimate

HogarDeLosAncianosSouthwestCornerOneStoryAdditionEstimate

Description Colones DollarsTotalMaterial 43,128,124.51 ₡ 78,414.77$TotalLabor 10,976,000.00 ₡ 19,956.36$GeneralConditions 2,291,429.52 ₡ 4,166.24$ConstructionEstimate 56,395,554.03 ₡ 102,537.37$

UtilityConnections(3%) 1,691,866.62 ₡ 3,076.12$58,087,420.65 ₡ 105,613.49$

A&ECosts(5%) 2,819,777.70 ₡ 5,126.87$60,907,198.35 ₡ 110,740.36$

Permits(1.5%) 845,933.31 ₡ 1,538.06$61,753,131.66 ₡ 112,278.42$

Insurance(5%) 2,819,777.70 ₡ 5,126.87$64,572,909.36 ₡ 117,405.29$

OH&P(5%) 2,819,777.70 ₡ 5,126.87$67,392,687.07 ₡ 122,532.16$

TotalCost 67,392,687.07 ₡ 122,532.16$

Description Quantity Unit UnitCost TotalCost100x100steeltube 187.75 m 3,000.00 ₡ 563,250.00 ₡25x25steeltube 76 m 600.00 ₡ 45,600.00 ₡TypeRTO-16CChannel 400 m 900.00 ₡ 360,000.00 ₡Metalhandrail 10 m 850.00 ₡ 8,500.00 ₡MetalFloorDeckingHG#30 85 Sheets 13,500.00 ₡ 1,147,500.00 ₡MetalRoofDeckingHG#26 90 Sheets 14,000.00 ₡ 1,260,000.00 ₡GutterMaterial 166 m 2,700.00 ₡ 448,200.00 ₡FootingConcrete 3 m3 90,000.00 ₡ 270,000.00 ₡FootingStructuralRebar 142.5 m 230.00 ₡ 32,775.00 ₡CMUBlockforwalls 5800 ea 350.00 ₡ 2,030,000.00 ₡CMUblockforcolumns 1448 ea 350.00 ₡ 506,800.00 ₡ConcreteInfillforwalls 35 m3 80,000.00 ₡ 2,800,000.00 ₡ConcreteInfillforcolumns 8.5 m3 80,000.00 ₡ 680,000.00 ₡BlockMortarall 182.5 bags 5,500.00 ₡ 1,003,750.00 ₡Blockrebarforcolumns 436 m 230.00 ₡ 100,280.00 ₡BlockRebarforwalls 204.75 m 230.00 ₡ 47,092.50 ₡Largebeamconcrete 26.25 m3 90,000.00 ₡ 2,362,500.00 ₡Largebeamrebar 495.6 m 230.00 ₡ 113,988.00 ₡Smallbeamconcrete 4.5 m3 90,000.00 ₡ 405,000.00 ₡Smallbeamrebar 156.96 m 230.00 ₡ 36,100.80 ₡Topcrownconcrete 8.4 m3 90,000.00 ₡ 756,000.00 ₡Topcrownrebar 340.2 m 230.00 ₡ 78,246.00 ₡PouredConcreteFloor 48 m3 90,000.00 ₡ 4,320,000.00 ₡WeldedMesh#3 25 Sheets 11,660.00 ₡ 291,500.00 ₡Concretesidewalk 61.6 m3 80,000.00 ₡ 4,928,000.00 ₡Concretesteps 4.56 m3 80,000.00 ₡ 364,800.00 ₡MiscExteriorMetal 1 ea 150,000.00 ₡ 150,000.00 ₡ExteriorPlasterandFinishing 234 m2 1,000.00 ₡ 234,000.00 ₡ExteriorPaint(singlecoat) 235 m2 230.00 ₡ 54,050.00 ₡ExteriorWindow 8 ea 137,500.00 ₡ 1,100,000.00 ₡ExteriorDoorandFrame 4 ea 25,000.00 ₡ 100,000.00 ₡InteriorMetalStuds 620 m 280.00 ₡ 173,600.00 ₡GypBoard 1200 Sheets 3,500.00 ₡ 4,200,000.00 ₡Gypboardfinishing 1200 Sheets 2,500.00 ₡ 3,000,000.00 ₡InteriorDoorandFrame 16 ea 13,000.00 ₡ 208,000.00 ₡InteriorPaint(PrimeandFinal) 3500 m2 230.00 ₡ 805,000.00 ₡Interiorblockplasterandfinish 246.4 m2 1,000.00 ₡ 246,400.00 ₡Interiorblockpaint(primeandfinal) 500 m2 230.00 ₡ 115,000.00 ₡InteriorTile 300 m2 3,500.00 ₡ 1,050,000.00 ₡

MaterialBreakdown

MiscInteriorLightFixtures 24 ea 18,000.00 ₡ 432,000.00 ₡Sinkandplumbing 4 ea 21,000.00 ₡ 84,000.00 ₡Toiletandplumbing 4 ea 30,000.00 ₡ 120,000.00 ₡Walloutletsandelectrical 52 ea 20,000.00 ₡ 1,040,000.00 ₡Ceilingfansandelectrical 8 ea 70,000.00 ₡ 560,000.00 ₡BathroomLightingFixtures 4 ea 12,000.00 ₡ 48,000.00 ₡

- ₡- ₡

SubtotalMaterial 38,679,932.30 ₡Tax 4,448,192.215 ₡TotalMaterial 43,128,124.51 ₡Totalmaterial 78,414.77$


Demoexistingstructureroof 2 7 1,500.00 ₡ 168,000.00 ₡

Leveltopofexistingstructure 2 7 1,500.00 ₡ 168,000.00 ₡

Cleanandclearsiteofdebrisand

materials 2 7 1,500.00 ₡ 168,000.00 ₡

Digblockcolumnfootings 3 10 1,500.00 ₡ 360,000.00 ₡

Formandpourcolumnfootings 4 10 1,500.00 ₡ 480,000.00 ₡

Constructblockcolumns 6 10 1,500.00 ₡ 720,000.00 ₡

Formandpourlargeconcrete

beams 5 10 1,500.00 ₡ 600,000.00 ₡

Formandpourintermediate

concretebeams 3 10 1,500.00 ₡ 360,000.00 ₡

Seteastwestfloorstructuralsteel

beams 2 10 1,500.00 ₡ 240,000.00 ₡

Layandshorefloorsheetmetal

decking 2 10 1,500.00 ₡ 240,000.00 ₡

Infloorplumbingandelectrical

rough-in 2 10 1,500.00 ₡ 240,000.00 ₡

Formandpourconcretefloor 4 10 1,500.00 ₡ 480,000.00 ₡

Constructexteriorblockwalls 15 10 1,500.00 ₡ 1,800,000.00 ₡

Formandpourtopcrown 4 10 1,500.00 ₡ 480,000.00 ₡

Installexteriordoorsandframes 3 7 1,500.00 ₡ 252,000.00 ₡

Installexteriorwindows 4 7 1,500.00 ₡ 336,000.00 ₡

Constructroofstructure 5 10 1,500.00 ₡ 600,000.00 ₡

Laymetalroofdecking 2 7 1,500.00 ₡ 168,000.00 ₡

Exteriorplasterandfinishing 3 7 1,500.00 ₡ 252,000.00 ₡

Interiormetalframing 5 10 1,500.00 ₡ 600,000.00 ₡

Installinteriordoorsandframes 3 7 1,500.00 ₡ 252,000.00 ₡

Hanginteriorgyp 4 10 1,500.00 ₡ 480,000.00 ₡

Interiorwallfinishandpaint 3 7 1,500.00 ₡ 252,000.00 ₡

Interiortile 4 10 1,500.00 ₡ 480,000.00 ₡

Electricalfinishes 4 5 2,500.00 ₡ 400,000.00 ₡

Plumbingfinishes 4 5 2,500.00 ₡ 400,000.00 ₡

- ₡

- ₡

TotalLabor 10,976,000.00 ₡

TotalLabor 19,956.36$

LaborBreakdown

Description Quantity Unit UnitCost TotalCostConsumables 1 ea 1,293,843.74 ₡ 1,293,843.74 ₡Equipmentrental 1 ea 550,000.00 ₡ 550,000.00 ₡Bodegaconstruction 1 ea 82,500.00 ₡ 82,500.00 ₡Constructionbarricade 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 ₡

- ₡SubtotalGC's 2,055,093.74 ₡Tax 236,335.780 ₡TotalGC's 2,291,429.52 ₡TotalGC's 4,166.24$


31

Appendix 3:

Southwest Corner Two-Unit Addition Estimate

HogarDeLosAncianosSouthwestCornerTwo-UnitAdditionEstimate

Description Colones DollarsTotalMaterial 12,290,640.32 ₡ 22,346.62$TotalLabor 3,876,000.00 ₡ 7,047.27$GeneralConditions 718,095.62 ₡ 1,305.63$ConstructionEstimate 16,884,735.93 ₡ 30,699.52$

UtilityConnections(3%) 506,542.08 ₡ 920.99$17,391,278.01 ₡ 31,620.51$

A&ECosts(5%) 844,236.80 ₡ 1,534.98$18,235,514.81 ₡ 33,155.48$

Permits(1.5%) 253,271.04 ₡ 460.49$18,488,785.85 ₡ 33,615.97$

Insurance(5%) 844,236.80 ₡ 1,534.98$19,333,022.64 ₡ 35,150.95$

OH&P(5%) 844,236.80 ₡ 1,534.98$20,177,259.44 ₡ 36,685.93$

TotalCost 20,177,259.44 ₡ 36,685.93$

Description Quantity Unit UnitCost TotalCost25x25steeltube 60 m 650.00 ₡ 39,000.00 ₡50x50steeltube 150 m 1,500.00 ₡ 225,000.00 ₡BathroomLightingFixtures 2 ea 12,000.00 ₡ 24,000.00 ₡BlockConcreteInfill 15 m3 70,000.00 ₡ 1,050,000.00 ₡BlockMortar 5 m3 50,000.00 ₡ 250,000.00 ₡BlockWallVerticalRebar 95 m 230.00 ₡ 21,850.00 ₡Ceilingfansandelectrical 2 ea 70,000.00 ₡ 140,000.00 ₡CMUBlock 3000 ea 300.00 ₡ 900,000.00 ₡Concretefloor 48 m3 70,000.00 ₡ 3,360,000.00 ₡ExteriorPlasterandFinishing 195 m2 900.00 ₡ 175,500.00 ₡ExteriorPaint(singlecoat) 195 m2 220.00 ₡ 42,900.00 ₡ExteriorWindow 2 ea 137,500.00 ₡ 275,000.00 ₡FootingConcrete 13 m3 80,000.00 ₡ 1,040,000.00 ₡FootingStructuralRebar 168 m 230.00 ₡ 38,640.00 ₡GutterMaterial 65 m 2,500.00 ₡ 162,500.00 ₡GypBoard 110 Sheets 3,000.00 ₡ 330,000.00 ₡Gypboardfinishing 110 Sheets 2,500.00 ₡ 275,000.00 ₡InteriorDoorandFrame 6 ea 12,500.00 ₡ 75,000.00 ₡InteriorPaint(PrimeandFinal) 850 m2 200.00 ₡ 170,000.00 ₡InteriorTile 120 m2 3,300.89 ₡ 396,106.80 ₡MetalRoofDeckingHG#26 60 Sheets 13,500.00 ₡ 810,000.00 ₡InteriorMetalStuds 150 m 250.00 ₡ 37,500.00 ₡MiscInteriorLightFixtures 8 ea 18,000.00 ₡ 144,000.00 ₡Sinkandplumbing 2 ea 21,000.00 ₡ 42,000.00 ₡Toiletandplumbing 2 ea 29,499.50 ₡ 58,999.00 ₡TypeRTO-16CChannel 300 m 900.00 ₡ 270,000.00 ₡Walloutletsandelectrical 10 ea 20,000.00 ₡ 200,000.00 ₡WeldedMesh#3 10 Sheets 11,660.00 ₡ 116,600.00 ₡Blockwallhorizontalrebar 280 m 230.00 ₡ 64,400.00 ₡ExteriorWaterproofing 280 m2 550.00 ₡ 154,000.00 ₡Windowwells 2 ea 27,500.00 ₡ 55,000.00 ₡Exteriorfiberboard 5 sheets 10,000.00 ₡ 50,000.00 ₡Exteriorgyp 10 sheets 3,000.00 ₡ 30,000.00 ₡

- ₡- ₡


MaterialBreakdown

Activity Days Crew HourlyRate TotalCostDemolishexistingretainingwall 2 7 1,500.00 ₡ 168,000.00 ₡Excavateexcessdirt 3 7 1,500.00 ₡ 252,000.00 ₡Digfootings 3 7 1,500.00 ₡ 252,000.00 ₡Formandpourfootings 2 7 1,500.00 ₡ 168,000.00 ₡Infillforslab 1 7 1,500.00 ₡ 84,000.00 ₡Layblockstructure 10 7 1,500.00 ₡ 840,000.00 ₡Pourconcretefloor 3 7 1,500.00 ₡ 252,000.00 ₡Plasterandpaintexterior 2 7 1,500.00 ₡ 168,000.00 ₡Interiormetalframing 4 7 1,500.00 ₡ 336,000.00 ₡HanginteriorGyp 2 7 1,500.00 ₡ 168,000.00 ₡Interiorwallfinishing 2 7 1,500.00 ₡ 168,000.00 ₡Installroofstructure 2 7 1,500.00 ₡ 168,000.00 ₡Layroofsheetmetal 1 7 1,500.00 ₡ 84,000.00 ₡Interiorplumbing 3 5 2,500.00 ₡ 300,000.00 ₡interiorelectrical 3 5 2,500.00 ₡ 300,000.00 ₡ExteriorWaterproofing 2 7 1,500.00 ₡ 168,000.00 ₡

- ₡TotalLabor 3,876,000.00 ₡TotalLabor 7,047.27$

LaborBreakdown

Description Quantity Unit UnitCost TotalCostConsumables 1 ea 25,281.94 ₡ 25,281.94 ₡Equipmentrental 1 ea 550,000.00 ₡ 550,000.00 ₡Constructionbarricade 25 m 2,750.00 ₡ 68,750.00 ₡

- ₡- ₡

SubtotalGC's 644,031.94 ₡Tax 74,063.674 ₡TotalGC's 718,095.62 ₡TotalGC's 1,305.63$


32

Appendix 4:

Main Courtyard Two-Unit Addition Estimate

HogarDeLosAncianosMainCourtyardAdditionEstimate



A&ECosts(5%) 809,535.22 ₡ 1,471.88$17,485,960.79 ₡ 31,792.66$

Permits(1.5%) 242,860.57 ₡ 441.56$17,728,821.36 ₡ 32,234.22$

Insurance(5%) 809,535.22 ₡ 1,471.88$18,538,356.58 ₡ 33,706.10$

OH&P(5%) 809,535.22 ₡ 1,471.88$19,347,891.80 ₡ 35,177.99$

TotalCost 19,347,891.80 ₡ 35,177.99$

Description Quantity Unit UnitCost TotalCost25x25steeltube 60 m 650.00 ₡ 39,000.00 ₡50x50steeltube 150 m 1,500.00 ₡ 225,000.00 ₡BathroomLightingFixtures 2 ea 12,000.00 ₡ 24,000.00 ₡BlockConcreteInfill 15 m3 70,000.00 ₡ 1,050,000.00 ₡BlockMortar 5 m3 50,000.00 ₡ 250,000.00 ₡BlockWallVerticalRebar 95 m 230.00 ₡ 21,850.00 ₡Ceilingfansandelectrical 2 ea 70,000.00 ₡ 140,000.00 ₡CMUBlock 3000 ea 300.00 ₡ 900,000.00 ₡Concretefloor 48 m3 70,000.00 ₡ 3,360,000.00 ₡ExteriorPlasterandFinishing 195 m2 900.00 ₡ 175,500.00 ₡ExteriorPaint(singlecoat) 195 m2 220.00 ₡ 42,900.00 ₡ExteriorWindow 2 ea 137,500.00 ₡ 275,000.00 ₡FootingConcrete 13 m3 80,000.00 ₡ 1,040,000.00 ₡FootingStructuralRebar 168 m 230.00 ₡ 38,640.00 ₡GutterMaterial 65 m 2,500.00 ₡ 162,500.00 ₡GypBoard 110 Sheets 3,000.00 ₡ 330,000.00 ₡Gypboardfinishing 110 Sheets 2,500.00 ₡ 275,000.00 ₡InteriorDoorandFrame 6 ea 12,500.00 ₡ 75,000.00 ₡InteriorPaint(PrimeandFinal) 850 m2 200.00 ₡ 170,000.00 ₡InteriorTile 120 m2 3,300.89 ₡ 396,106.80 ₡MetalRoofDeckingHG#26 60 Sheets 13,500.00 ₡ 810,000.00 ₡InteriorMetalStuds 150 m 250.00 ₡ 37,500.00 ₡MiscInteriorLightFixtures 8 ea 18,000.00 ₡ 144,000.00 ₡Sinkandplumbing 2 ea 21,000.00 ₡ 42,000.00 ₡Toiletandplumbing 2 ea 29,499.50 ₡ 58,999.00 ₡TypeRTO-16CChannel 301 m 900.00 ₡ 270,900.00 ₡Walloutletsandelectrical 10 ea 20,000.00 ₡ 200,000.00 ₡WeldedMesh#3 10 Sheets 11,660.00 ₡ 116,600.00 ₡Blockwallhorizontalrebar 280 m 230.00 ₡ 64,400.00 ₡Exteriorfiberboard 5 sheets 10,000.00 ₡ 50,000.00 ₡ExteriorGyp 10 sheets 3,000.00 ₡ 30,000.00 ₡

- ₡- ₡


MaterialBreakdown

Activity Days Crew HourlyRate TotalCostDemolishexistingsidewalk 1 7 1,500.00 ₡ 84,000.00 ₡Excavateexcessdirt 1 7 1,500.00 ₡ 84,000.00 ₡Digfootings 3 7 1,500.00 ₡ 252,000.00 ₡Formandpourfootings 2 7 1,500.00 ₡ 168,000.00 ₡Infillforslab 0.5 7 1,500.00 ₡ 42,000.00 ₡Layblockstructure 10 7 1,500.00 ₡ 840,000.00 ₡Pourconcretefloor 3 7 1,500.00 ₡ 252,000.00 ₡Plasterandpaintexterior 2 7 1,500.00 ₡ 168,000.00 ₡Interiormetalframing 4 7 1,500.00 ₡ 336,000.00 ₡HanginteriorGyp 2 7 1,500.00 ₡ 168,000.00 ₡Interiorwallfinishing 2 7 1,500.00 ₡ 168,000.00 ₡Installroofstructure 2 7 1,500.00 ₡ 168,000.00 ₡Layroofsheetmetal 1 7 1,500.00 ₡ 84,000.00 ₡Interiorplumbing 3 5 2,500.00 ₡ 300,000.00 ₡interiorelectrical 3 5 2,500.00 ₡ 300,000.00 ₡

- ₡- ₡

TotalLabor 3,414,000.00 ₡TotalLabor 6,207.27$

LaborBreakdown

Description Quantity Unit UnitCost TotalCostConsumables 1 ea 25,281.94 ₡ 25,281.94 ₡Equipmentrental 1 ea 550,000.00 ₡ 550,000.00 ₡Constructionbarricade 25 m 2,750.00 ₡ 68,750.00 ₡

- ₡- ₡

SubtotalGC's 644,031.94 ₡Tax 74,063.674 ₡TotalGC's 718,095.62 ₡TotalGC's 1,305.63$


33

Appendix 5:

Remodel of Existing Units Estimate

HogarDeLosAncianosRemodelofExistingbuildingsEstimate



A&ECosts(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$20,349,304.91 ₡ 36,998.74$

TotalCost 20,349,304.91 ₡ 36,998.74$

*Note:Thisremodelisofall4mainbuildingsintheinteriorofthecomplex.Itassumes3unitsperbuildingandthatallinternalwallsareamixtureofmetalframed

gypsumboardconstructionandconcreteblock.

Description Quantity Unit UnitCost TotalCostGypBoard 210 Sheets 3,448.51 ₡ 724,187.10 ₡Gypboardfinishing 210 Sheets 2,500.00 ₡ 525,000.00 ₡InteriorDoorandFrame 12 ea 12,755.50 ₡ 153,066.00 ₡InteriorPaint(PrimeandFinal) 2220 m2 219.64 ₡ 487,607.14 ₡InteriorMetalStuds 684 m 272.13 ₡ 186,137.70 ₡MiscInteriorLightFixtures 24 ea 18,000.00 ₡ 432,000.00 ₡Walloutletsandelectrical 36 ea 20,000.00 ₡ 720,000.00 ₡InteriorCMUrefinishing 108 m2 220.00 ₡ 23,760.00 ₡Sinkandplumbing 12 ea 25,000.00 ₡ 300,000.00 ₡Toiletandplumbing 12 ea 50,000.00 ₡ 600,000.00 ₡Showerandplumbing 12 ea 100,000.00 ₡ 1,200,000.00 ₡

- ₡- ₡

SubtotalMaterial 5,351,757.95 ₡Tax 615,452.164 ₡TotalMaterial 5,967,210.11 ₡Totalmaterial 10,849.47$

MaterialBreakdown


DemoInteriorBuilding1 8 5 1,500.00 ₡ 480,000.00 ₡




Interiorwallsbuilding1 8 5 1,500.00 ₡ 480,000.00 ₡




InteriorGypBuilding1 4 5 1,500.00 ₡ 240,000.00 ₡




InteriorPaintBuilding1 8 5 1,500.00 ₡ 480,000.00 ₡




ElectricalBuilding1 6 5 2,500.00 ₡ 600,000.00 ₡




CMUrefinishingBuilding1 4 5 1,500.00 ₡ 240,000.00 ₡




- ₡

TotalLabor 10,080,000.00 ₡

TotalLabor 18,327.27$

LaborBreakdown

Description Quantity Unit UnitCost TotalCostConsumables 1 ea 179,016.30 ₡ 179,016.30 ₡Equipmentrental 1 ea 550,000.00 ₡ 550,000.00 ₡Bodegaconstruction 1 ea 82,500.00 ₡ 82,500.00 ₡Constructionbarricade 25 m 2,750.00 ₡ 68,750.00 ₡

- ₡SubtotalGC's 880,266.30 ₡Tax 101,230.625 ₡TotalGC's 981,496.93 ₡TotalGC's 1,784.54$


ID Task Mode

Task Name Duration

1 Project Duration 177 days

2 Pre-construction 45 days

3 Architectural Drawings 20 days4 Municipality Permit 10 days5 Design and Engineer Permit 10 days6 Environmental Permit 10 days7 National Insurance Company 12 days8 Notice to Proceed 1 day9 Mobilize/Site Layout 2 days10 Sitework & Existing Conditions 5 days

11 Demolish Wall In lime Grove & Create Site Entrance 2 days12 Relocate Fruit Trees As Needed 1 day13 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 day18 Remove Structural Steel Roof Framing and Gables 2 days19 Level Building Masonry & Prep Block For Expansion 2 days20 Excavate 3 Column Footings At Building Front Level C 1 day21 Build Up 3 Reinforced Block Columns At Front Of Building C Until Level

With Block Wall1 day

22 Excavate Strip Footing For Building C New Structural Wall 1 day23 Build Up Structural Block Wall Seperating Storage Room In Building C 2 days

24 Excavate Foundation At Level C Courtyard 2 days25 Underslab Rough-ins & Water Drainage 2 days26 Set & Tie Rebar For Foundation Courtyard C 1 day

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Page 1

Project: #1 Costa Rica Senior HDate: Thu 1/12/17

Start Finish

Fri 9/1/17 Mon 5/7/18

Fri 9/1/17 Thu 11/2/17

Fri 9/1/17 Thu 9/28/17Fri 9/29/17 Thu 10/12/17Fri 9/29/17 Thu 10/12/17Fri 9/29/17 Thu 10/12/17Fri 10/13/17 Mon 10/30/17Tue 10/31/17 Tue 10/31/17Wed 11/1/17 Thu 11/2/17Fri 11/3/17 Thu 11/9/17

Fri 11/3/17 Mon 11/6/17Tue 11/7/17 Tue 11/7/17Tue 11/7/17 Tue 11/7/17

Wed 11/8/17 Thu 11/9/17

Fri 11/10/17 Thu 3/22/18

Fri 11/10/17 Wed 12/6/17

Fri 11/10/17 Fri 11/10/17Mon 11/13/17 Tue 11/14/17Wed 11/15/17 Thu 11/16/17Fri 11/10/17 Fri 11/10/17Mon 11/13/17 Mon

11/13/17Fri 11/10/17 Fri 11/10/17Mon 11/13/17 Tue 11/14/17

Wed 11/15/17 Thu 11/16/17Fri 11/17/17 Mon 11/20/17Tue 11/21/17 Tue 11/21/17

1/31 2/14 2/28 3/13 3/27 4/10 4/24 5/8 5/22January 1 February 1 March 1 April 1 May 11st Half

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Project DurationPre-construction

Municipality PermitDesign and Engineer PermitEnvironmental Permit

Notice to ProceedMobilize/Site Layout

Sitework & Existing Conditions

Remove Existing Sheds, Fences, Concrete and Debris On Levels: B & C

3/22Structure & Exterior Envelope

8/27 9/10 9/24 10/8 10/22 11/5 11/19 12/3 12/17 12/31 1/14 1/28August 1 September 1 October 1 November 1 December 1 January 1

2nd Half 1st Half

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Page 21








1/28 2/11 2/25 3/11 3/25 4/8 4/22 5/6 5/20 6/3 6/17 7/1January 1 February 1 March 1 April 1 May 1 June 11st Half

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Page 25


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 BlockWall Of Structure C

3 days

30 Form & Pour Crown Beam On All Of Structure C 3 days31 Place/Tie Perlins From Front Of Structure C To Existing Block Wall

Crown Beam1 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 day36 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 day38 Excavate Footings & Foundation For New Structure B 1 day39 Set Reinforcing Rebar For Strip Footings & Foundation B 1 day40 Underslab Rough-ins 1 day41 Set Anchors, Form & Pour Footings Level B 1 day42 Set Forms, Place & Tie All Rebar For S.O.G. At Level B 1 day43 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 day46 Place & Fasten Reinforcing Steel Mesh Over All Floor Decking 2 days47 Form & Pour Slab Over Level 2 4 days48 Build Up Structural Masonry Block Walls W/ Rebar From 2nd Level Of

Area B-C20 days

49 Set Reinforcing Cage For Crown Beam 4 days

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Start Finish

Wed 11/22/17 Thu 11/23/17

Fri 11/24/17 Mon 11/27/17

Tue 11/28/17 Thu 11/30/17

Fri 12/1/17 Tue 12/5/17Wed 12/6/17 Wed 12/6/17

Wed 12/6/17 Wed 12/6/17

Wed 12/6/17 Fri 12/15/17

Wed 12/6/17 Wed 12/6/17

Thu 12/7/17 Thu 12/7/17Fri 12/8/17 Fri 12/8/17

Mon 12/11/17 Mon 12/11/17Tue 12/12/17 Tue 12/12/17Wed 12/13/17 Wed 12/13/17Wed 12/13/17 Wed 12/13/17Thu 12/14/17 Thu 12/14/17Fri 12/15/17 Fri 12/15/17Thu 12/7/17 Tue 1/30/18

Thu 12/7/17 Fri 12/8/17

Mon 12/11/17 Mon 12/11/17Tue 12/12/17 Wed 12/13/17Mon 12/18/17 Thu 12/21/17Fri 12/22/17 Thu 1/18/18

Fri 1/19/18 Wed 1/24/18


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8/27 9/10 9/24 10/8 10/22 11/5 11/19 12/3 12/17 12/31 1/14 1/28August 1 September 1 October 1 November 1 December 1 January 1

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Page 22


ID Task Mode

Task Name Duration

50 Set Anchors, Form and Pour Concrete Crown Beam 4 days51 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 days54 Through-slab Rough-ins Level 3 2 days55 Place & Fasten Reinforcing Steel Mesh Over All Floor Decking 2 days56 Form & Pour Slab Level 3 4 days57 Build Up Structural Masonry Block Walls W/ Rebar From 2nd Level Of

Area B-C18 days

58 Set Reinforcing Cage For Crown Beam 4 days59 Set Anchors, Form and Pour Concrete Crown Beam 4 days60 Roof & Exterior Finishes 32 days

61 Tie & Place Roof Structure Purlins 3 days62 Place & Tie Structural Steel Roof Beams Into Crown Beam 2 days63 Place & Fasten Corregated Roof Decking 3 days64 Place Sheet Metal Cap At Peak Of Roof 1 day65 Prep & Plaster Block Wall 8 days66 Rough-in Exterior Doors and Windows 5 days67 Install Exterior Doors & Windows 4 days68 Install Exterior Gutters & Downspouts 2 days69 Exterior Painting, Soffit and Finishes 7 days70 Interior Finishes 22 days

71 Prep & Plaster Block Wall Interior 6 days72 Interior Metal Studs For Partitions 4 days73 Rough-in Plumbing 3 days74 Rough-in Electrical 3 days75 Hang Sheet Rock 4 days76 Rough-In Doors 2 days77 First Primecoat 3 days

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Start Finish

Thu 1/25/18 Tue 1/30/18Wed 1/31/18 Thu 3/22/18

Wed 1/31/18 Wed 1/31/18

Thu 2/1/18 Fri 2/2/18Mon 2/5/18 Tue 2/6/18Wed 2/7/18 Thu 2/8/18Fri 2/9/18 Wed 2/14/18Thu 2/15/18 Mon 3/12/18

Tue 3/13/18 Fri 3/16/18Mon 3/19/18 Thu 3/22/18Fri 3/23/18 Mon 5/7/18

Tue 3/27/18 Thu 3/29/18Fri 3/23/18 Mon 3/26/18Tue 3/27/18 Thu 3/29/18Fri 3/30/18 Fri 3/30/18Mon 4/2/18 Wed 4/11/18Thu 4/12/18 Wed 4/18/18Thu 4/19/18 Tue 4/24/18Wed 4/25/18 Thu 4/26/18Fri 4/27/18 Mon 5/7/18Mon 4/2/18 Tue 5/1/18

Mon 4/2/18 Mon 4/9/18Tue 4/10/18 Fri 4/13/18Mon 4/16/18 Wed 4/18/18Thu 4/19/18 Mon 4/23/18Tue 4/24/18 Fri 4/27/18Mon 4/30/18 Tue 5/1/18Tue 4/10/18 Thu 4/12/18


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Page 7


Place Sheet Metal Cap At Peak Of Roof

Interior Finishes

Rough-In Doors


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Page 27


ID Task Mode

Task Name Duration

78 Interior Doors & Hardware 1 day79 Interior Trim and Finish Carpentary 1 day80 Finish Paint 4 days81 Ceramic Flooring 6 days82 Finish Plumbing 2 days83 Finish Electric 2 days84 Close-out 6 days

85 Punchlist 6 days

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Start Finish

Fri 4/13/18 Fri 4/13/18Mon 4/16/18 Mon 4/16/18Tue 4/17/18 Fri 4/20/18Mon 4/23/18 Mon 4/30/18Mon 4/23/18 Tue 4/24/18Mon 4/23/18 Tue 4/24/18Wed 4/25/18 Wed 5/2/18

Wed 4/25/18 Wed 5/2/18


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Finish Plumbing

Close-out


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Page 28


ID Task Mode

Task Name Duration



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

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Page 1


Start Finish

Thu 2/18/16 Wed 8/17/16

Thu 2/18/16 Wed 4/20/16

Thu 2/18/16 Wed 3/16/16

Thu 3/17/16 Wed 3/30/16

Thu 3/17/16 Wed 3/30/16

Thu 3/17/16 Wed 3/30/16

Thu 3/31/16 Fri 4/15/16

Mon 4/18/16 Mon 4/18/16

Tue 4/19/16 Wed 4/20/16

Thu 4/21/16 Wed 4/27/16

Thu 4/21/16 Fri 4/22/16

Mon 4/25/16 Mon 4/25/16

Mon 4/25/16 Mon 4/25/16

Tue 4/26/16 Wed 4/27/16

Thu 4/28/16 Wed 8/17/16

Thu 4/28/16 Tue 5/24/16

Thu 4/28/16 Thu 4/28/16

Project Duration

Pre-construction

Municipality Permit

Design and Engineer Permit

Environmental Permit

Notice to Proceed

Mobilize/Site Layout




1/31 2/14 2/28 3/13 3/27 4/10 4/24 5/8 5/22 6/5January 1 February 1 March 1 April 1 May 1 June 1

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Page 6


Project Duration

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Design and Engineer Permit

Environmental Permit

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Mobilize/Site Layout




6/5 6/19 7/3 7/17 7/31 8/14 8/28 9/11 9/25 10/9 10/23 11/6 11/20June 1 July 1 August 1 September 1 October 1 November 1

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Page 11


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 LevelWith 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 BlockWall 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

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Fri 4/29/16 Mon 5/2/16

Tue 5/3/16 Wed 5/4/16

Thu 4/28/16 Thu 4/28/16

Fri 4/29/16 Fri 4/29/16

Thu 4/28/16 Thu 4/28/16

Fri 4/29/16 Mon 5/2/16

Tue 5/3/16 Wed 5/4/16

Thu 5/5/16 Fri 5/6/16

Mon 5/9/16 Mon 5/9/16

Tue 5/10/16 Wed 5/11/16

Thu 5/12/16 Fri 5/13/16

Mon 5/16/16 Wed 5/18/16

Thu 5/19/16 Mon 5/23/16

Tue 5/24/16 Tue 5/24/16

Tue 5/24/16 Tue 5/24/16

Tue 5/24/16 Thu 6/2/16

Tue 5/24/16 Tue 5/24/16


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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 days50 Set Anchors, Form and Pour Concrete Crown Beam 4 days51 Place & Tie Structural Steel Roof Beams Into Crown Beam 2 days52 Tie & Place Roof Structure Purlins 3 days

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Wed 5/25/16 Wed 5/25/16

Thu 5/26/16 Thu 5/26/16

Fri 5/27/16 Fri 5/27/16

Mon 5/30/16 Mon 5/30/16

Tue 5/31/16 Tue 5/31/16

Tue 5/31/16 Tue 5/31/16

Wed 6/1/16 Wed 6/1/16

Thu 6/2/16 Thu 6/2/16

Wed 5/25/16 Wed 8/17/16

Wed 5/25/16 Thu 5/26/16

Fri 5/27/16 Fri 5/27/16

Mon 5/30/16 Tue 5/31/16

Fri 6/3/16 Wed 6/8/16

Thu 6/9/16 Wed 7/6/16

Thu 7/7/16 Tue 7/12/16Wed 7/13/16 Mon 7/18/16Tue 7/19/16 Wed 7/20/16Thu 7/21/16 Mon 7/25/16


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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

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Thu 7/21/16 Mon 7/25/16

Tue 7/26/16 Tue 7/26/16

Wed 7/27/16 Wed 8/3/16

Thu 8/4/16 Mon 8/8/16

Tue 8/9/16 Wed 8/10/16

Thu 8/11/16 Thu 8/11/16

Fri 8/12/16 Wed 8/17/16

Wed 7/27/16 Fri 8/12/16

Wed 7/27/16 Fri 7/29/16

Mon 8/1/16 Tue 8/2/16

Wed 8/3/16 Thu 8/4/16

Fri 8/5/16 Mon 8/8/16

Tue 8/9/16 Wed 8/10/16

Thu 8/11/16 Thu 8/11/16

Mon 8/1/16 Tue 8/2/16

Wed 8/3/16 Wed 8/3/16

Thu 8/4/16 Thu 8/4/16


Interior Finishes

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Interior Finishes

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70 Finish Paint 2 days

71 Ceramic Flooring 4 days

72 Finish Plumbing 1 day

73 Finish Electric 1 day

74 Close-out 4 days

75 Punchlist 4 days

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Fri 8/5/16 Mon 8/8/16

Tue 8/9/16 Fri 8/12/16

Tue 8/9/16 Tue 8/9/16

Tue 8/9/16 Tue 8/9/16

Wed 8/10/16 Mon 8/15/16

Wed 8/10/16 Mon 8/15/16

Finish Plumbing

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Finish Plumbing

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Page 15


ID Task Mode

Task Name Duration



3 Architectural Drawings 20 days4 Municipality Permit 10 days5 Design and Engineer Permit 10 days6 Environmental Permit 10 days7 National Insurance Company 12 days8 Notice to Proceed 1 day9 Mobilize/Site Layout 2 days10 Sitework & Existing Conditions 12 days

11 Demolish Wall In lime Grove & Create Site Entrance 2 days12 Remove Fruit Trees 20' Back From Retaining Wall 1 day13 Remove Existing Shed & Debris From Site 1 day14 Demolish Existing Site Concrete & Retaining Wall 3 days15 Excavate & Remove Excess Soil From Site 1 day16 Set Up Temporary Soil Retention Shoring 1 day17 Build Permanent Block Soil Retention Wall 20' From Existing Wall 2 days18 Waterproof Block Wall & Provide Water Weep Holes 1 day19 Backfill Retention Wall 1 day20 Structure & Exterior Envelope 37 days

21 Excavate Footings & Foundation For Structure 1 day22 Set Reinforcing Rebar For Foundation 1 day23 Underslab Rough-ins 1 day24 Set Anchors, Form & Pour Foundation 1 day25 Build Up Masonry Block Walls With Steel Reinforcing 15 days26 Set Reinforcing Cage For Crown Beam 1 day27 Set Anchors, Form and Pour Concrete Crown Beam 1 day28 Tie Steel Beams Into Crown Beam 1 day29 Fabricate and Erect Steel Roof Structure and Purlins 2 days30 Attach Corrugated Roof Decking 1 day31 Place Sheet Metal Cap At Peak Of Roof 1 day

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Tue 8/1/17 Wed 12/13/17

Tue 8/1/17 Mon 10/2/17

Tue 8/1/17 Mon 8/28/17Tue 8/29/17 Mon 9/11/17Tue 8/29/17 Mon 9/11/17Tue 8/29/17 Mon 9/11/17Tue 9/12/17 Wed 9/27/17Thu 9/28/17 Thu 9/28/17Fri 9/29/17 Mon 10/2/17Tue 10/3/17 Wed 10/18/17

Tue 10/3/17 Wed 10/4/17Thu 10/5/17 Thu 10/5/17Thu 10/5/17 Thu 10/5/17Fri 10/6/17 Tue 10/10/17Wed 10/11/17 Wed 10/11/17Thu 10/12/17 Thu 10/12/17Fri 10/13/17 Mon 10/16/17Tue 10/17/17 Tue 10/17/17Wed 10/18/17 Wed 10/18/17Thu 10/19/17 Fri 12/8/17

Thu 10/19/17 Thu 10/19/17Fri 10/20/17 Fri 10/20/17Fri 10/20/17 Fri 10/20/17Mon 10/23/17 Mon 10/23/17Tue 10/24/17 Mon 11/13/17Tue 11/14/17 Tue 11/14/17Wed 11/15/17 Wed 11/15/17Thu 11/16/17 Thu 11/16/17Fri 11/17/17 Mon 11/20/17Tue 11/21/17 Tue 11/21/17Wed 11/22/17 Wed 11/22/17

1/31 2/14 2/28 3/13 3/27 4/10 4/24 5/8 5/22 6/5 6/19 7/3January 1 February 1 March 1 April 1 May 1 June 1 July 1

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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 3/25August 1 September 1 October 1 November 1 December 1 January 1 February 1 March 1

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ID Task Mode

Task Name Duration

32 Prep & Plaster Block Wall 3 days33 Rough-in Exterior Doors and Windows 3 days34 Install Exterior Doors & Windows 1 day35 Install Exterior Gutters & Downspouts 1 day36 Exterior Painting, Soffit and Finishes 4 days37 Interior Finishes 15 days

38 Interior Metal Studs For Partitions 2 days39 Rough-In Windows & Doors 1 day40 Rough-in Plumbing 1 day41 Rough-in Electrical 1 day42 Prep & Plaster Block Wall Interior 4 days43 First Floor Primecoat 1 day44 Interior Doors & Hardware 1 day45 Interior Trim and Finish Carpentary 1 day46 Finish Paint 2 days47 Ceramic Flooring 3 days48 Finish Plumbing 2 days49 Finish Electric 1 day50 Close-out 2 days

51 Punchlist 2 days

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Start Finish

Thu 11/23/17 Mon 11/27/17Tue 11/28/17 Thu 11/30/17Fri 12/1/17 Fri 12/1/17Mon 12/4/17 Mon 12/4/17Tue 12/5/17 Fri 12/8/17Thu 11/23/17 Wed 12/13/17

Thu 11/23/17 Fri 11/24/17Mon 11/27/17 Mon 11/27/17Mon 11/27/17 Mon 11/27/17Mon 11/27/17 Mon 11/27/17Tue 11/28/17 Fri 12/1/17Mon 12/4/17 Mon 12/4/17Tue 12/5/17 Tue 12/5/17Wed 12/6/17 Wed 12/6/17Thu 12/7/17 Fri 12/8/17Mon 12/11/17 Wed 12/13/17Mon 12/11/17 Tue 12/12/17Mon 12/11/17 Mon 12/11/17Tue 12/12/17 Wed 12/13/17

Tue 12/12/17 Wed 12/13/17


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Prep & Plaster Block WallRough-in Exterior Doors and WindowsInstall Exterior Doors & Windows

Install Exterior Gutters & DownspoutsExterior Painting, Soffit and Finishes

Interior FinishesInterior Metal Studs For Partitions

Rough-In Windows & DoorsRough-in Plumbing Rough-in Electrical

Prep & Plaster Block Wall InteriorFirst Floor PrimecoatInterior Doors & HardwareInterior Trim and Finish CarpentaryFinish Paint

Ceramic FlooringFinish PlumbingFinish Electric

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Page 10


ID Task Mode

Task Name Duration



3 Architectural Drawings 20 days4 Municipality Permit 10 days5 Design and Engineer Permit 10 days6 Environmental Permit 10 days7 National Insurance Company 12 days8 Notice to Proceed 1 day9 Mobilize/Site Layout 1 day10 Sitework & Existing Conditions 4 days

11 Remove & Stockpile Corregated Steel From Covered Walkway 1 day12 Remove & Stockpile Structural Steel From Walkway 1 day13 Demolish & Remove Concrete Walkway 1 day14 Relocate Plants & Trees As necessary 1 day15 Structure & Exterior Envelope 33 days

16 Excavate & Place Agregate For New Walkway Parellel To Mural 1 day17 Set Structural Steel Posts, Form & Pour New Walkway 1 day18 Attach Corrugated Roof Decking 1 day19 Excavate Footings & Foundation For Structure 1 day20 Set Reinforcing Rebar For Foundation 1 day21 Underslab Rough-ins 1 day22 Set Anchors, Form & Pour Foundation 3 days23 Build Up Masonry Block Walls With Steel Reinforcing 15 days24 Set Reinforcing Cage For Crown Beam 1 day25 Set Anchors, Form and Pour Concrete Crown Beam 1 day26 Tie Steel Beams Into Crown Beam 1 day27 Fabricate, Erect Steel Roof Structure & Purlins 2 days28 Attach Corrugated Roof Decking 1 day29 Place Sheet Metal Cap At Peak Of Roof 1 day30 Prep & Plaster Block Wall 1 day31 Rough-in Exterior Doors and Windows 1 day

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Fri 9/1/17 Fri 1/5/18

Fri 9/1/17 Wed 11/1/17

Fri 9/1/17 Thu 9/28/17Fri 9/29/17 Thu 10/12/17Fri 9/29/17 Thu 10/12/17Fri 9/29/17 Thu 10/12/17Fri 10/13/17 Mon 10/30/17Tue 10/31/17 Tue 10/31/17Wed 11/1/17 Wed 11/1/17Thu 11/2/17 Tue 11/7/17

Thu 11/2/17 Thu 11/2/17Fri 11/3/17 Fri 11/3/17Mon 11/6/17 Mon 11/6/17Tue 11/7/17 Tue 11/7/17Wed 11/8/17 Fri 12/22/17

Wed 11/8/17 Wed 11/8/17Thu 11/9/17 Thu 11/9/17Fri 11/10/17 Fri 11/10/17Wed 11/8/17 Wed 11/8/17Thu 11/9/17 Thu 11/9/17Thu 11/9/17 Thu 11/9/17Fri 11/10/17 Tue 11/14/17Wed 11/15/17 Tue 12/5/17Wed 12/6/17 Wed 12/6/17Thu 12/7/17 Thu 12/7/17Fri 12/8/17 Fri 12/8/17Mon 12/11/17 Tue 12/12/17Wed 12/13/17 Wed 12/13/17Thu 12/14/17 Thu 12/14/17Fri 12/15/17 Fri 12/15/17Mon 12/18/17 Mon 12/18/17


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Place Sheet Metal Cap At Peak Of RoofPrep & Plaster Block Wall

Rough-in Exterior Doors and Windows


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ID Task Mode

Task Name Duration

32 Install Exterior Doors & Windows 1 day33 Install Exterior Gutters & Downspouts 1 day34 Exterior Painting, Soffit and Finishes 2 days35 Interior Finishes 16 days

36 Prep & Plaster Block Wall Interior 4 days37 Interior Metal Studs For Partitions 1 day38 Rough-In Windows & Doors 1 day39 Rough-in Plumbing 1 day40 Rough-in Electrical 1 day41 Hang & Prep Sheetrock 1 day42 First Floor Primecoat 1 day43 Interior Doors & Hardware 1 day44 Interior Trim and Finish Carpentary 1 day45 Finish Paint 2 days46 Ceramic Flooring 3 days47 Finish Plumbing 2 days48 Finish Electric 1 day49 Close-out 2 days

50 Punchlist 2 days

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Tue 12/19/17 Tue 12/19/17Wed 12/20/17 Wed 12/20/17Thu 12/21/17 Fri 12/22/17Fri 12/15/17 Fri 1/5/18

Fri 12/15/17 Wed 12/20/17Thu 12/21/17 Thu 12/21/17Fri 12/22/17 Fri 12/22/17Fri 12/22/17 Fri 12/22/17Mon 12/25/17 Mon 12/25/17Tue 12/26/17 Tue 12/26/17Wed 12/27/17 Wed 12/27/17Thu 12/28/17 Thu 12/28/17Fri 12/29/17 Fri 12/29/17Mon 1/1/18 Tue 1/2/18Wed 1/3/18 Fri 1/5/18Wed 1/3/18 Thu 1/4/18Wed 1/3/18 Wed 1/3/18Thu 1/4/18 Fri 1/5/18

Thu 1/4/18 Fri 1/5/18


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Install Exterior Doors & WindowsInstall Exterior Gutters & DownspoutsExterior Painting, Soffit and Finishes

Interior FinishesPrep & Plaster Block Wall InteriorInterior Metal Studs For PartitionsRough-In Windows & DoorsRough-in Plumbing

Rough-in Electrical

First Floor PrimecoatInterior Doors & HardwareInterior Trim and Finish Carpentary

Finish PaintCeramic FlooringFinish PlumbingFinish Electric

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ID Task Mode

Task Name Duration



3 Architectural Drawings 15 days4 Municipality Permit 10 days5 Design and Engineer Permit 10 days6 Environmental Permit 10 days7 National Insurance Company 12 days8 Notice to Proceed 1 day9 Mobilize/Site Layout 1 day10 Sitework & Existing Conditions 18 days

11 Relocate Current Unit Residents 1 day12 Remove & Store Existing Furnishings & Items 1 day13 Remove Existing Toilets, Sinks & Misc. Fixtures 1 day14 Remove Ceiling Panels 1 day15 Provide Temporary Roof Shoring As Necessary 1 day16 Demolish Interior Blockwall Partitions As Per Plans 1 day17 Weld Any Necessary Structural Support & Remove Shoring 1 day18 Interior Metal Studs For Partitions 1 day19 Rough-In Windows & Doors 1 day20 Rough-in Plumbing 1 day21 Rough-in Electrical 1 day22 Hang & Prep Sheetrock 1 day23 First Floor Primecoat 1 day24 Interior Doors & Hardware 1 day25 Interior Trim and Finish Carpentary 1 day26 Finish Paint 2 days27 Ceramic Flooring 3 days28 Finish Plumbing 2 days29 Finish Electric 1 day30 Close-out 2 days

31 Punchlist 2 days

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Page 1

Project: #5&6 Costa Rica SenioDate: Thu 1/12/17

Start Finish Predecessors

Mon 9/11/17 Mon 11/27/17

Mon 9/11/17 Thu 11/2/17

Mon 9/11/17 Fri 9/29/17Mon 10/2/17 Fri 10/13/17 3Mon 10/2/17 Fri 10/13/17 3Mon 10/2/17 Fri 10/13/17 3Mon 10/16/17 Tue 10/31/17 4,5,6Wed 11/1/17 Wed 11/1/17 7Thu 11/2/17 Thu 11/2/17 8Thu 11/2/17 Mon 11/27/17

Thu 11/2/17 Thu 11/2/17 8Fri 11/3/17 Fri 11/3/17 11Fri 11/3/17 Fri 11/3/17 11Mon 11/6/17 Mon 11/6/17 12,13Tue 11/7/17 Tue 11/7/17 14Wed 11/8/17 Wed 11/8/17 15Thu 11/9/17 Thu 11/9/17 16Fri 11/10/17 Fri 11/10/17 17Mon 11/13/17 Mon 11/13/1718Mon 11/13/17 Mon 11/13/1718Tue 11/14/17 Tue 11/14/17 20Wed 11/15/17 Wed 11/15/1721,20Thu 11/16/17 Thu 11/16/17 22Fri 11/17/17 Fri 11/17/17 23Mon 11/20/17 Mon 11/20/1724,23Tue 11/21/17 Wed 11/22/1725Thu 11/23/17 Mon 11/27/1726Thu 11/23/17 Fri 11/24/17 26Thu 11/23/17 Thu 11/23/17 26Fri 11/24/17 Mon 11/27/17

Fri 11/24/17 Mon 11/27/1729

1/31 2/14 2/28 3/13 3/27 4/10 4/24 5/8 5/22January 1 February 1 March 1 April 1 May 1 June 1

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Notice to Proceed


Interior Metal Studs For PartitionsRough-In Windows & DoorsRough-in Plumbing Rough-in Electrical

First Floor PrimecoatInterior Doors & Hardware

Interior Trim and Finish CarpentaryFinish Paint

Ceramic FlooringFinish PlumbingFinish Electric

Close-outPunchlist

7/16 7/30 8/13 8/27 9/10 9/24 10/8 10/22 11/5 11/19 12/3 12/17 12/31 1/14 1/28 2/11July 1 August 1 September 1 October 1 November 1 December 1 January 1 February 1

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hogar de los ancianos proposal

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