Bajo Tejares Proposal

Proposal for Expansion

University of Minnesota

Construction Management

Bajo Tejares Community Center Addition

January 14, 2017

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January 14, 2017 Wayne Moss Bajo Tejares Community Center San Ramon, Costa Rica Re: Community center housing addition for mission family Wayne Moss, The construction management students from the University of Minnesota are excited to have the opportunity to help come up with a plan to provide additional housing on site. It was a pleasure getting to look around the site and getting to hear a little about what your organization does for the Bajo Tejares community. By looking at the existing reading room and listening to what needs you have, the following designs have been submitted. . Our objective was to provide you with an initial proposal that will help you understand the possibilities the project has and assist with fundraising efforts. Thank you for the opportunity to explore the organization and submit a proposal to add living space. The services your organization provides the people of Bajo Tejares are greatly appreciated and we are happy to provide a small contribution to help you make that experience even better. 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 WORKPLAN 8 LOGISTICS AND OPTIONS 9 OPTION 1 10 OPTION 2 11 RECOGNIZED RISKS 12 SCHEMATIC DESIGN COST PROPOSAL 13 OPTION 1 14 OPTION 2 15 APPENDIX 16

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Introduction

The project team is made up of students who are studying construction management 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 To design and plan a space that will be used for lodging by visiting missionary families and groups. The new space will be built on top of the existing reading room building and utilize the current water and plumbing fixtures from the building below. It will also be built while maintaining a safe environment for the young children. The proposed design will be thought out in a way that will cause minimal disruption to the daily activities of the community center. Client Profile Faithful Servants Mission operates the community center. Their goal is to provide impoverished families with a place to send their children after school. The mission helps the children with reading and math, leads them in recreational activities, and hosts evening bible groups and Sunday mass. They aim to serve the families of Bajo Tejares because it is one of the poorest neighborhoods in San Ramon. Currently there is no lodging space on site for visiting mission groups to live. Site Parameters The site is located approximately 2 kilometers from the city of San Ramon, CR. At first glance it poses a few challenges. Being an enclosed compound, the site area is of primary concern. There is limited space for new construction and what is available is either currently being developed or necessary for pedestrian and vehicle traffic in and out od the site. In addition to space issues, it is important that the community center maintain everyday operations throughout construction. Another obstacle is overall site topography because of a large elevation change from front to back, there is even less buildable space. The last major difficulty is site accessibility. The entire property is enclosed for safety reasons, which could pose a potential issue with moving material and equipment to and from the construction area.

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Program To better understand the needs of the community center we took a look around the area and talked with Kathleen. The design team also took a look at her current apartment outside of the site to gather design ideas. With her input and feedback we were able to create design that would suit their needs.

Multiple bedrooms

Currently limited space is available onsite for the visiting missions. Multiple rooms would give space for a family and/or

other mission groups.

Full kitchen and

laundry area

The space will be designed to be self-sustaining to provide a

comfortable living space for long periods of time.

Bathroom facilities

Create 1-2 bathrooms depending on the available space. Ideally

the toilet will be separate from the shower and sink.

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Iterative Design Process Before we could initiate the design process we conducted a site visit to gather information and ideas for our design. As a team, we evaluated the site of the proposed addition as well as the existing apartment. After visiting the site, the design team ran a design charrette to gain a better insight of which ideas we should pursue further. During our visit, we were able to get a better idea of the future and current needs of the Bajo Tejares Community Center. The needs we found are as follows:

• Long-term living quarters for a single family • Short-term dormitory space • Permanent living quarters for the director • Better use of space • More bathrooms • Natural light

The most important factor we emphasized is the need for long-term living quarters suitable for a single family. We wanted to provide a base option that meets your needs as well as an option that goes above and beyond your current needs in order to maximize the potential of the property. During the design process, multiple unit layouts were considered. Ultimately, we agreed on a layout that we believe to best suit your needs. Once we came up with our design options, we were able to draw up detailed plans and 3D renderings to help imagine the finished project.

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Design Opportunities and Logistics Workplan The main concern with this project is Safety. The site is a functioning community center with high civilian traffic, including children. Our work plan will minimize the risks associated with the project while delivering of a quality product on schedule and on budget. Upon your approval, construction will commence November 1st, the start of the dry season. The size of the proposed building options allows for it to be completed before the end of the dry season, which will decrease cost and risk associated with rain. Overview of Schedule (both options):

1. Mobilize to site (November 1st) 2. Set up site perimeter to ensure the safety of the public, and that no children will wander into the site. 3. Remove and stockpile existing roof materials for reuse. This will prep the existing structure to receive the additional level. 4. Construct columns to support additional level, as the existing structure will not support the loads. 5. Erect the steel to support the additional level that spans above the existing parking lot. In the event the owner choses option 1, this task will be shorter. 6. Enclose the additional level by reusing the existing roofing material as well as new materials. 7. Clean the site and turn over to the community within time allotted in the respective schedules.

The current proposed schedule utilizes 7 workers onsite. Unfortunately, this project will temporarily close the current reading room, and the activities that occur within the reading room will need to be relocated to a different location.

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Logistics and Options

As shown in the above graphic, the construction site will be enclosed to minimize the risk of unauthorized entrance to the site. Given that there are constantly children within the community center keeping a secure site perimeter to ensure the safety of the kids is of the utmost importance.

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Option 1 (Family living, without carport)

The design of option 1 is to provide a family living space. This option will be a second story addition to the current reading room/classroom building and will have the same footprint as the current building. The area of the existing site is approximately 19’ x 39’ (5.8m x 11.9m). This option will attempt to reuse roofing materials that can be salvaged. The overall goal of this project is to create a 3 bedroom, 2 bathroom long term living facility that will serve long term missionaries. Utilizing the existing footprint will create a comfortable living environment that meets all requirements. The addition will have 69 sq. meters of living space and have features that include:

• 1-Master suite equipped with shower, toilet, sink and closet space • 2-Bedrooms with shared bathroom, shower, toilet and double sinks • Full kitchen including: Refrigerator, sink, countertop, stove top, dishwasher, top and

bottom cabinet space • Dining room: room for 6 chairs • Living room: couch, TV and chair • Storage and cabinet space • Top and bottom laundry machines • Stairway to unit with small porch

Floor plan Elevation view

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Option 2 (Family living, with carport and dormitory)

The design of option 2 is to provide a family living space and dormitory on the second level of the reading room/ classroom building. This design includes reinforced columns that will support the second floor and will create a carport next to the structure. The entire area of this addition will be approximately 19’ x 59’ (5.8 m x 18 m.). The design provides an exterior stairway to the upper level that will connect the living space and dorm via an elevated porch. The addition will have 78 sq. meters of living space (approximately 60%) and 32 sq. meters of dormitory space (approximately 40%) and have features that include:

• 1 – master bedroom with master bath: shower, toilet and sink • 2 – Bedrooms with communal bathroom sinks. Separate showers and toilet. • Full kitchen featuring: refrigerator, stove, sink, dishwasher, top and bottom cabinets. • Dining room with chairs for 6 • Living room with room for couch and TV • Top and bottom laundry machines • Storage and closet space

Dorm room will include:

• 3 bunk beds to sleep 6 people comfortably • Cabinet and storage units • Small kitchenette with microwave, mini fridge and sink • Separated shower, toilet and double sink

Carport will include room for 2 cars and will have additional storage space

Elevation View Floor Plan View

Note* All structural designs are schematic only and will require further engineering to ensure safety and feasibility.

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Project Recognized Risks

1. Unauthorized entry of civilians or children. 2. Fall Hazards associated with the erection of the second level. Any work above the

existing razor wire must be accompanied with appropriate fall protection. 3. Building to the edge of the property. Any damages to the fence or neighboring

property must be repaired. 4. Unforeseen conditions with regards to the structural integrity of the existing

concrete block and soil conditions. 5. Dust / Noise pollution drifting to the surrounding compound. 6. Sparks / Slag falling from welded connections on second level steel could burn or

start fires

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Schematic Design Cost Proposal Cost Estimate to Include

• Schematic design estimate based off of preliminary designs. • Labor and material costs broken down into building envelope, labor, exterior materials

and interior materials. • 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 preliminary estimate of the proposed construction costs of each design option.

Included in this Proposal

• All labor and materials utilized for the construction of the building. • Potential material costs for interior construction. • Cost of general conditions associated with construction. • Design and engineering fees. • Construction permitting fees. • Utility connections to building.

Excluded in this Proposal

• Unforeseen conditions. • All Fixtures, Furnishings, and Equipment (FF&E). • All labor for interior construction. Including but not limited to wall framing, electrical

and plumbing rough-in and installation, gypsum board installation, and all finishes • Soil testing. • Hazardous waste removal. • Subsequent design and engineering changes.

Assumptions

• Majority of construction will be completed outside of rainy season. • Existing building is 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:

Single Family Apartment Above Existing Structure

Estimate Breakdown*

Description CR Colones (₡) US Dollars

Total Shell Cost (Includes Labor and Materials) 18,726,408.00 34,048.00

Interior Material Cost 5,047,395.00 9,177.00

1Total Cost 23,773,803.00 43,225.00

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

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Option Two: Dorm-Style Room and Single Family Apartment Above Existing Structure

Estimate Breakdown*

Description CR Colones (₡) US Dollars ($)

Total Shell Cost (Includes Labor and Materials) 31,045,238.00 56,446.00

Interior Material Cost 6,774,204.00 12,317.00

1Total Cost 37,819,442.00 68,763.00

*See Appendix 2 for further cost breakdown. 1Includes utility connections, A&E costs, permits, insurance and OH&P

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Appendix 1:

Bajo Tejares Community Center Apartment Addition Estimate

BajoTejaresCommunityCenterApartmentAdditionEstimate

Description Colones DollarsShellMaterial 10,325,757.37 ₡ 18,774.10$ShellLabor 3,892,000.00 ₡ 7,076.36$GeneralConditions 1,194,924.04 ₡ 2,172.59$ConstructionEstimate 15,412,681.42 ₡ 28,023.06$

UtilityConnections(3%) 462,380.44 ₡ 840.69$15,875,061.86 ₡ 28,863.75$

A&ECosts(5%) 770,634.07 ₡ 1,401.15$16,645,695.93 ₡ 30,264.90$

Permits(1.5%) 231,190.22 ₡ 420.35$16,876,886.15 ₡ 30,685.25$

Insurance(5%) 770,634.07 ₡ 1,401.15$17,647,520.22 ₡ 32,086.40$

OH&P(7%) 1,078,887.70 ₡ 1,961.61$18,726,407.92 ₡ 34,048.01$

TotalShellCost 18,726,407.92 ₡ 34,048.01$

InteriorMaterial 5,047,394.82 ₡ 9,177.08$

TotalCost 23,773,802.74 ₡ 43,225.10$

Description Quantity Unit UnitCost TotalCost100x100steeltube 53.292 m 3,400.00 ₡ 181,192.80 ₡25x25steeltube 30.9 m 700.00 ₡ 21,630.00 ₡50x100steeltube 153.6 m 2,400.00 ₡ 368,640.00 ₡75x150steelTube 24 m 2,400.00 ₡ 57,600.00 ₡BlockConcreteInfill 1 m3 80,000.00 ₡ 80,000.00 ₡BlockMortar 0.5 m3 50,000.00 ₡ 25,000.00 ₡BlockRebar 25 m 250.00 ₡ 6,250.00 ₡CMUBlock 24 ea 350.00 ₡ 8,400.00 ₡PouredConcreteFloor 60.534 m3 80,000.00 ₡ 4,842,720.00 ₡Concretesteps 10 m3 80,000.00 ₡ 800,000.00 ₡Miscexteriorelectrical 1 ea 150,000.00 ₡ 150,000.00 ₡Exteriorcementboard 39 sheets 16,500.00 ₡ 641,833.29 ₡ExteriorDoorandFrame 1 ea 30,000.00 ₡ 30,000.00 ₡ExteriorGypboard 13.290558 Sheets 15,000.00 ₡ 199,358.37 ₡ExteriorMetalStuds 240.24 m 275.00 ₡ 66,066.00 ₡ExteriorPaint(singlecoat) 22.584 m2 220.00 ₡ 4,968.48 ₡ExteriorPlasterandFinishing 102.396 m2 1,000.00 ₡ 102,396.00 ₡ExteriorWindow0.7x1.8 2 ea 55,000.00 ₡ 110,000.00 ₡ExteriorWindow2.0x1.8 3 ea 110,000.00 ₡ 330,000.00 ₡ExteriorWindow3.0x1.8 1 ea 137,500.00 ₡ 137,500.00 ₡FootingConcrete 0.96 m3 100,000.00 ₡ 96,000.00 ₡FootingStructuralRebar 40 m 250.00 ₡ 10,000.00 ₡GutterMaterial 15.738 m 3,000.00 ₡ 47,214.00 ₡MetalFloorDeckingHG#30 16 Sheets 13,500.00 ₡ 210,600.00 ₡Metalhandrail 60 m 900.00 ₡ 54,000.00 ₡MetalRoofDeckingHG#26 24 Sheets 13,500.00 ₡ 324,000.00 ₡MiscExteriorLightFixtures 2 ea 27,500.00 ₡ 55,000.00 ₡MiscExteriorMetal 1 ea 55,000.00 ₡ 55,000.00 ₡SteelColumnbaseplates 10.8 ea 5,000.00 ₡ 54,000.00 ₡TypeRTO-16CChannel 82.8 m 1,000.00 ₡ 82,800.00 ₡WeldedMesh#2 4.8 Sheets 7,000.00 ₡ 33,600.00 ₡Steelstairmaterial 50 m 1,500.00 ₡ 75,000.00 ₡

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SubtotalMaterial 9,260,768.94 ₡Tax 1,064,988.429 ₡TotalMaterial 10,325,757.37 ₡Totalmaterial 18,774.10$

BuildingShellMaterialBreakdown

Activity Days Crew HourlyRate TotalCostRemoveexistingroofstructure 3 7 1,500.00 ₡ 252,000.00 ₡Demolishexistingsidewalksaroundbuilding 1 7 1,500.00 ₡ 84,000.00 ₡Dig,formandpouradditionfootings 2.5 7 1,500.00 ₡ 210,000.00 ₡Removetopcoursearoundexistingbathroom,reinstallwithsteelanchorsforbeamsandgirders 3.5 7 1,500.00 ₡ 294,000.00 ₡Installfirstfloorcolumns 3 7 1,500.00 ₡ 252,000.00 ₡Installnorthsouthbeams 3 7 1,500.00 ₡ 252,000.00 ₡Installeastwestgirders 3 7 1,500.00 ₡ 252,000.00 ₡Layfloordecking 1 7 1,500.00 ₡ 84,000.00 ₡Belowfloorelectricalandplumbingroughin 2 7 2,500.00 ₡ 280,000.00 ₡Form,pourandfinishconcretefloor 3 7 1,500.00 ₡ 252,000.00 ₡Installsecondfloorcolumns 2 7 1,500.00 ₡ 168,000.00 ₡Installsecondfloorbeamsandgirders 3 7 1,500.00 ₡ 252,000.00 ₡Installroofstructuralsteel 3 7 1,500.00 ₡ 252,000.00 ₡Layroofdecking 1 7 1,500.00 ₡ 84,000.00 ₡Installexteriormetalframing 2 7 1,500.00 ₡ 168,000.00 ₡Constructandinstallwalkwayrailing 1.5 7 1,500.00 ₡ 126,000.00 ₡Constructandinstallexteriorstairs 2 7 1,500.00 ₡ 168,000.00 ₡Hangexteriorcementboard 2 7 1,500.00 ₡ 168,000.00 ₡Plasterandfinishexterior 2 7 1,500.00 ₡ 168,000.00 ₡Repourfirstfloorexteriorsidewalk 1.5 7 1,500.00 ₡ 126,000.00 ₡

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TotalLabor 3,892,000.00 ₡TotalLabor 7,076.36$

BuildingShellLaborBreakdown

Description Quantity Unit UnitCost TotalCostConsumables 1 ea 370,430.76 ₡ 370,430.76 ₡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 1,071,680.76 ₡Tax 123,243.287 ₡TotalGC's 1,194,924.04 ₡TotalGC's 2,172.59$

BuildingShellGeneralConditionsBreakdown

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Appendix 2:

Bajo Tejares Community Center Dorm Plus Apartment Estimate

BajoTejaresCommunityCenterDormPlusApartmentEstimate

Description Colones DollarsShellMaterial 17,831,906.58 ₡ 32,421.65$ShellLabor 5,832,000.00 ₡ 10,603.64$GeneralConditions 1,679,145.01 ₡ 3,052.99$ConstructionEstimate 25,343,051.59 ₡ 46,078.28$

UtilityConnections(4%) 1,013,722.06 ₡ 1,843.13$26,356,773.66 ₡ 47,921.41$

A&ECosts(5%) 1,267,152.58 ₡ 2,303.91$27,623,926.24 ₡ 50,225.32$

Permits(1.5%) 380,145.77 ₡ 691.17$28,004,072.01 ₡ 50,916.49$

Insurance(5%) 1,267,152.58 ₡ 2,303.91$29,271,224.59 ₡ 53,220.41$

OH&P(7%) 1,774,013.61 ₡ 3,225.48$31,045,238.20 ₡ 56,445.89$

TotalShellCost 31,045,238.20 ₡ 56,445.89$

InteriorMaterial 6,774,203.87 ₡ 12,316.73$

TotalCost 37,819,442.07 ₡ 68,762.62$

Description Quantity Unit UnitCost TotalCost100x100steeltube 111.8 m 3,400.00 ₡ 380,120.00 ₡25x25steeltube 51.5 m 700.00 ₡ 36,050.00 ₡50x100steeltube 256 m 2,400.00 ₡ 614,400.00 ₡75x150steelTube 40 m 2,400.00 ₡ 96,000.00 ₡BlockConcreteInfill 1 m3 90,000.00 ₡ 90,000.00 ₡BlockMortar 0.5 m3 50,000.00 ₡ 25,000.00 ₡BlockRebar 25 m 250.00 ₡ 6,250.00 ₡CMUBlock 40 ea 350.00 ₡ 14,000.00 ₡PouredConcreteFloor 100.89 m3 90,000.00 ₡ 9,080,100.00 ₡Concretesteps 14 m3 90,000.00 ₡ 1,260,000.00 ₡Miscexteriorelectrical 1 ea 150,000.00 ₡ 150,000.00 ₡Exteriorcementboard 64.8316459 sheets 16,500.00 ₡ 1,069,722.16 ₡ExteriorDoorandFrame 1 ea 30,000.00 ₡ 30,000.00 ₡ExteriorGypboard 13.290558 Sheets 15,000.00 ₡ 199,358.37 ₡ExteriorMetalStuds 400.4 m 275.00 ₡ 110,110.00 ₡ExteriorPaint(singlecoat) 37.64 m2 220.00 ₡ 8,280.80 ₡ExteriorPlasterandFinishing 170.66 m2 1,000.00 ₡ 170,660.00 ₡ExteriorWindow0.7x1.8 2 ea 55,000.00 ₡ 110,000.00 ₡ExteriorWindow2.0x1.8 5 ea 110,000.00 ₡ 550,000.00 ₡ExteriorWindow3.0x1.8 2 ea 137,500.00 ₡ 275,000.00 ₡FootingConcrete 1.6 m3 100,000.00 ₡ 160,000.00 ₡FootingStructuralRebar 80 m 250.00 ₡ 20,000.00 ₡GutterMaterial 26.23 m 3,000.00 ₡ 78,690.00 ₡MetalFloorDeckingHG#30 26 Sheets 13,500.00 ₡ 351,000.00 ₡Metalhandrail 60 m 900.00 ₡ 54,000.00 ₡MetalRoofDeckingHG#26 40 Sheets 13,500.00 ₡ 540,000.00 ₡MiscExteriorLightFixtures 2 ea 27,500.00 ₡ 55,000.00 ₡MiscExteriorMetal 1 ea 100,000.00 ₡ 100,000.00 ₡SteelColumnbaseplates 18 ea 5,000.00 ₡ 90,000.00 ₡TypeRTO-16CChannel 138 m 1,000.00 ₡ 138,000.00 ₡WeldedMesh#2 8 Sheets 7,000.00 ₡ 56,000.00 ₡Steelstairmaterial 50 m 1,500.00 ₡ 75,000.00 ₡

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SubtotalMaterial 15,992,741.33 ₡Tax 1,839,165.253 ₡TotalMaterial 17,831,906.58 ₡Totalmaterial 32,421.65$

BuildingShellMaterialBreakdown

Activity Days Crew HourlyRate TotalCostRemoveexistingroofstructure 5 7 1,500.00 ₡ 420,000.00 ₡Demolishexistingsidewalksaroundbuilding 2 7 1,500.00 ₡ 168,000.00 ₡Dig,formandpouradditionfootings 5 7 1,500.00 ₡ 420,000.00 ₡Removetopcoursearoundexistingbathroom,reinstallwithsteelanchorsforbeamsandgirders 5 7 1,500.00 ₡ 420,000.00 ₡Installfirstfloorcolumns 4 7 1,500.00 ₡ 336,000.00 ₡Installnorthsouthbeams 4 7 1,500.00 ₡ 336,000.00 ₡Installeastwestgirders 4 7 1,500.00 ₡ 336,000.00 ₡Layfloordecking 2 7 1,500.00 ₡ 168,000.00 ₡Belowfloorelectricalandplumbingroughin 2 3 2,500.00 ₡ 120,000.00 ₡Form,pourandfinishconcretefloor 5 7 1,500.00 ₡ 420,000.00 ₡Installsecondfloorcolumns 4 7 1,500.00 ₡ 336,000.00 ₡Installsecondfloorbeamsandgirders 5 7 1,500.00 ₡ 420,000.00 ₡Installroofstructuralsteel 5 7 1,500.00 ₡ 420,000.00 ₡Layroofdecking 2 7 1,500.00 ₡ 168,000.00 ₡Installexteriormetalframing 3 7 1,500.00 ₡ 252,000.00 ₡Constructandinstallwalkwayrailing 2 7 1,500.00 ₡ 168,000.00 ₡Constructandinstallexteriorstairs 3 7 1,500.00 ₡ 252,000.00 ₡Hangexteriorcementboard 3 7 1,500.00 ₡ 252,000.00 ₡Plasterandfinishexterior 3 7 1,500.00 ₡ 252,000.00 ₡Repourfirstfloorexteriorsidewalk 2 7 1,500.00 ₡ 168,000.00 ₡

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TotalLabor 5,832,000.00 ₡TotalLabor 10,603.64$

BuildingShellLaborBreakdown

Description Quantity Unit UnitCost TotalCostConsumables 1 ea 639,709.65 ₡ 639,709.65 ₡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 ₡Weathercontingency 10 days 10,500.00 ₡ 105,000.00 ₡Mobilization 5 days 6,000.00 ₡ 30,000.00 ₡Demobilization 5 days 6,000.00 ₡ 30,000.00 ₡

- ₡- ₡

SubtotalGC's 1,505,959.65 ₡Tax 173,185.360 ₡TotalGC's 1,679,145.01 ₡TotalGC's 3,052.99$

BuildingShellGeneralConditionsBreakdown

Description Quantity Unit UnitCost TotalCostBathroomLightingFixtures 5 ea 15,000.00 ₡ 75,000.00 ₡Ceilingfansandelectrical 5 ea 70,000.00 ₡ 350,000.00 ₡GypBoard 133 Sheets 3,500.00 ₡ 464,761.60 ₡Gypboardfinishing 133 Sheets 2,500.00 ₡ 331,972.57 ₡InteriorDoorandFrame 5 ea 13,000.00 ₡ 65,000.00 ₡InteriorPaint(PrimeandFinal) 751.94 m2 250.00 ₡ 187,985.00 ₡InteriorTile 105 m2 3,500.00 ₡ 367,500.00 ₡InteriorMetalStuds 186 m 300.00 ₡ 55,800.00 ₡MiscInteriorLightFixtures 8 ea 20,000.00 ₡ 160,000.00 ₡BathroomSinkandplumbing 5 ea 25,000.00 ₡ 125,000.00 ₡Toiletandplumbing 3 ea 50,000.00 ₡ 150,000.00 ₡Walloutletsandelectrical 15 ea 30,000.00 ₡ 450,000.00 ₡WasherandDryer 1 ea 350,000.00 ₡ 350,000.00 ₡Stoveandassociatedelectrical 1 ea 300,000.00 ₡ 300,000.00 ₡Dishwasherandassociatedutilities 1 ea 350,000.00 ₡ 350,000.00 ₡Kitchensinkandplumbing 1 ea 250,000.00 ₡ 250,000.00 ₡Showerandplumbing 3 ea 200,000.00 ₡ 600,000.00 ₡Refridgeratorandelectrical 2 ea 350,000.00 ₡ 700,000.00 ₡Sinkwaterheaters 6 ea 82,500.00 ₡ 495,000.00 ₡Showerwaterheaters 3 ea 82,500.00 ₡ 247,500.00 ₡

- ₡- ₡

SubtotalMaterial 6,075,519.17 ₡Tax 698,684.70 ₡TotalMaterial 6,774,203.87 ₡Totalmaterial 12,316.73$

InteriorMaterialBreakdown

ID Task Name Duration Start Finish Predecessors

1 Project Duration 96 days Fri 9/1/17 Fri 1/12/18

2 Pre-construction 41 days Fri 9/1/17 Fri 10/27/17

3 Architectural Drawings 15 days Fri 9/1/17 Thu 9/21/17

4 Municipality Permit 10 days Fri 9/22/17 Thu 10/5/17 3

5 Design and Engineer Permit 10 days Fri 9/22/17 Thu 10/5/17 3

6 Environmental Permit 10 days Fri 9/22/17 Thu 10/5/17 3

7 National Insurance Company 12 days Fri 10/6/17 Mon 10/23/17 6

8 Notice to Proceed 1 day Tue 10/24/17 Tue 10/24/17 4,5,6,3,7

9 Mobilize/Site Layout 2 days Wed 10/25/17 Thu 10/26/17 8

10 Clear Out Existing Building 1 day Fri 10/27/17 Fri 10/27/17 9

11 Sitework & Existing Conditions 1 day Mon 10/30/17 Mon 10/30/17

12 Demolish Existing Sidewalks As Needed 1 day Mon 10/30/17 Mon 10/30/17 10

13 Structure & Exterior Envelope 44 days Mon 10/30/17 Thu 12/28/17 10

14 Remove Roof Decking 1 day Mon 10/30/17 Mon 10/30/17 8

15 Disassemble Roof Trusses & Stockpile On Site 2 days Tue 10/31/17 Wed 11/1/17 14

16 Excavate Existing Building Footings: D1,E1,D3,E3 1 day Tue 10/31/17 Tue 10/31/17 14

17 Erect Steel "Existing Structure" Columns:D1,E1,E3,D3 3 days Wed 11/1/17 Fri 11/3/17 16

18 Remove Top Course Of Block Wall 1 day Thu 11/2/17 Thu 11/2/17 15

19 Set 1st Floor Bordering Steel Crown Beams: A1-E1, E1-E3, E3-A3, A3-A1 2 days Fri 11/3/17 Mon 11/6/17 18

20 Construct & Erect Cantileaver Beams: A,B,C & Floor Joists: D,E 6 days Tue 11/7/17 Tue 11/14/17 19

1/10 1/31 2/21 3/13 4/3 4/24 5/15 6/5 6/26 7/17 8/7December 11 February 1 March 21 May 11 July 1

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Project: Costa Rica Community Date: Thu 1/12/17

Project Duration

Pre-construction

Environmental Permit

Notice to Proceed

Mobilize/Site Layout

Sitework & Existing Conditions

Structure & Exterior Envelope

Set 1st Floor Bordering Steel Crown Beams: A1-E1, E1-E3, E3-A3, A3-A1

8/7 8/28 9/18 10/9 10/30 11/20 12/11 1/1 1/22 2/12 3/5 3/26 4/16 5/7 5/28 6/18 7/9 7/30 8/20 9/10 10/1 10/22 11/12 12/3 12/24 1/14 2/4 2/25 3/18 4/8 4/29 5/20July 1 August 21 October 11 December 1 January 21 March 11 May 1 June 21 August 11 October 1 November 21 January 11 March 1 April 21

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21 Erect Remaining Structural Steel Beams/Perlins and Weld To Girders 3 days Wed 11/15/17 Fri 11/17/17 20

22 Erect Steel Staircase In Corner Of A4 3 days Mon 11/20/17 Wed 11/22/17 21

23 Erect Corrugated Steel Floor Deck and Connect To Beams 3 days Mon 11/20/17 Wed 11/22/17 21

24 Underslab Rough-ins 2 days Thu 11/23/17 Fri 11/24/17 23

25 Set/Tie Welded Steel Mesh To Steel Deck 1 day Mon 11/27/17 Mon 11/27/17 24

26 Set Anchors & Pour Concrete Slab 2 days Tue 11/28/17 Wed 11/29/17 25

27 Erect & Tie 2nd Floor Steel Columns On Slab 3 days Thu 11/30/17 Mon 12/4/17 26

28 Set 2nd Floor Bordering Steel Crown Beams 2 days Tue 12/5/17 Wed 12/6/17 27

29 Retrofit & Erect Old Steel Roof Trusses & Weld To Crown Beam 4 days Thu 12/7/17 Tue 12/12/17 28

30 Place Steel C Channel Perlins For Roof Frame 2 days Wed 12/13/17 Thu 12/14/17 29

31 Place Corrugated Steel Roof Deck (Utilize Old Deck If Possible) 2 days Fri 12/15/17 Mon 12/18/17 30

32 Place Sheet Metal Cap At Peak Of Roof 1 day Tue 12/19/17 Tue 12/19/17 31

33 1st & 2nd Floor Exterior Studs 3 days Wed 12/20/17 Fri 12/22/17 32

34 Exterior Dura-rock 3 days Wed 12/20/17 Fri 12/22/17 32

35 Prep & Plaster Dura-rock 4 days Mon 12/25/17 Thu 12/28/17 34

36 Rough-in Exterior Doors and Windows 1 day Mon 12/25/17 Mon 12/25/17 33

37 Install Exterior Doors & Windows 1 day Tue 12/26/17 Tue 12/26/17 36

38 Install Exterior Gutters & Downspouts 1 day Tue 12/26/17 Tue 12/26/17 36

39 Exterior Trim, Painting and Finishes 2 days Tue 12/26/17 Wed 12/27/17 36

40 Interior Finishes 15 days Mon 12/25/17 Fri 1/12/18 34


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Erect Corrugated Steel Floor Deck and Connect To Beams

Underslab Rough-ins

Set/Tie Welded Steel Mesh To Steel Deck

Set Anchors & Pour Concrete Slab

Place Steel C Channel Perlins For Roof Frame

Place Corrugated Steel Roof Deck (Utilize Old Deck If Possible)

Place Sheet Metal Cap At Peak Of Roof

1st & 2nd Floor Exterior Studs

Prep & Plaster Dura-rock

Rough-in Exterior Doors and Windows

Install Exterior Doors & Windows

Install Exterior Gutters & Downspouts

Exterior Trim, Painting and Finishes

Interior Finishes


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41 Interior Studs 2 days Mon 12/25/17 Tue 12/26/17 32

42 Rough-In Windows & Doors 2 days Wed 12/27/17 Thu 12/28/17 41

43 Rough-in Plumbing 3 days Wed 12/27/17 Fri 12/29/17 41

44 Rough-in Electrical 2 days Wed 12/27/17 Thu 12/28/17 41

45 Interior Gypsum Board 2 days Mon 1/1/18 Tue 1/2/18 43,44

46 Primecoat 1 day Wed 1/3/18 Wed 1/3/18 45

47 Interior Doors & Hardware 1 day Thu 1/4/18 Thu 1/4/18 46

48 Interior Trim and Finish Carpentary 1 day Fri 1/5/18 Fri 1/5/18 47,46

49 Finish Paint 2 days Mon 1/8/18 Tue 1/9/18 48

50 Acoustical Ceiling Tile Drop Ceiling 2 days Wed 1/10/18 Thu 1/11/18 49

51 Flooring 3 days Wed 1/10/18 Fri 1/12/18 49

52 Finish Plumbing 1 day Wed 1/10/18 Wed 1/10/18 49

53 Finish Electric 1 day Wed 1/10/18 Wed 1/10/18 49

54 Close-out 2 days Thu 1/11/18 Fri 1/12/18

55 Punchlist 2 days Thu 1/11/18 Fri 1/12/18 53


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Interior Gypsum Board

Primecoat

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Interior Trim and Finish Carpentary

Finish Paint

Flooring

Finish Plumbing

Finish Electric

Close-out

Punchlist


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ID Task Mode

Task Name Duration Start Finish Predecessors

1 Project Duration 113 days Fri 9/1/17 Tue 2/6/18

2 Pre-construction 45 days Fri 9/1/17 Thu 11/2/17

3 Architectural Drawings 20 days Fri 9/1/17 Thu 9/28/17

4 Municipality Permit 10 days Fri 9/29/17 Thu 10/12/17 3

5 Design and Engineer Permit 10 days Fri 9/29/17 Thu 10/12/17 3

6 Environmental Permit 10 days Fri 9/29/17 Thu 10/12/17 3

7 National Insurance Company 12 days Fri 10/13/17 Mon 10/30/176

8 Notice to Proceed 1 day Tue 10/31/17 Tue 10/31/17 4,5,6,3,7

9 Mobilize/Site Layout 2 days Wed 11/1/17 Thu 11/2/17 8

10 Sitework & Existing Conditions 1 day Fri 11/3/17 Fri 11/3/17

11 Demolish Existing Parking Lot & Sidewalks 1 day Fri 11/3/17 Fri 11/3/17 9

12 Structure & Exterior Envelope 58 days Mon 11/6/17 Wed 1/24/18

13 Excavate Footings For "Addition" Columns:G1,H2,I3,G3 1 day Mon 11/6/17 Mon 11/6/17 11

1/10 1/31December 11 February 1

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Project: #8Costa Rica CommunDate: Thu 1/12/17

Project Duration

Pre-construction

Municipality Permit

Design and Engineer Permit

Environmental Permit

Notice to Proceed

Mobilize/Site Layout

Sitework & Existing Conditions

1/24Structure & Exterior Envelope

4/16 5/7 5/28 6/18 7/9 7/30 8/20 9/10 10/1 10/22 11/12 12/3 12/24 1/14 2/4 2/25 3/18 4/8 4/29 5/20 6/10 7/1March 11 May 1 June 21 August 11 October 1 November 21 January 11 March 1 April 21 June 11

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ID Task Mode


14 Place Rebar, Form & Pour "Addition" Column Footings 3 days Tue 11/7/17 Thu 11/9/17 13

15 Erect Steel "Addition" Columns To 2nd Story Floor:G1,H2,I3,G3

2 days Fri 11/10/17 Mon 11/13/17

14

16 Excavate "Existing Building" Footings: C1,D1,E1,E2,E3,D3,C3 1 day Tue 11/14/17 Tue 11/14/17 15

17 Place Rebar, Form & Pour "Existing Structure" Column Footings

3 days Wed 11/15/17 Fri 11/17/17 16

18 Erect Steel "Existing Structure" Columns Starting With:E1,E2,E3 Then Proceed To Column Grids D & C

2 days Wed 11/15/17 Thu 11/16/17 16

19 Erect Steel Girders For Addition Starting In Corner I3 & Tie Into Columns: E1,E2,E3

5 days Fri 11/17/17 Thu 11/23/17 18

20 Clear Out Existing Building 1 day Fri 11/17/17 Fri 11/17/17 18

21 Remove Roof Decking & Stockpile On Site 1 day Mon 11/20/17 Mon 11/20/1720

22 Disassemble Roof Trusses & Stockpile On Site 2 days Tue 11/21/17 Wed 11/22/1721

23 Remove Top Course Of Block Wall 1 day Thu 11/23/17 Thu 11/23/17 22

24 Set 1st Floor Bordering Steel Crown Beams: A1-G1,G1-I3,I3-A4,A4-A1

3 days Fri 11/24/17 Tue 11/28/17 23

25 Construct & Erect Cantileaver Beams: A,B,C & Floor Joists: D,E

6 days Wed 11/29/17 Wed 12/6/17 24

26 Erect Remaining Structural Steel Beams/Perlins and Weld ToGirders

4 days Thu 12/7/17 Tue 12/12/17 25


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Place Rebar, Form & Pour "Existing Structure" Column Footings

Erect Steel Girders For Addition Starting In Corner I3 & Tie Into Columns: E1,E2,E3

Set 1st Floor Bordering Steel Crown Beams: A1-G1,G1-I3,I3-A4,A4-A1


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ID Task Mode


27 Erect Steel Staircase In Corner Of A4 3 days Wed 12/13/17 Fri 12/15/17 26

28 Erect Corrugated Steel Floor Deck and Connect To Beams 2 days Wed 12/13/17 Thu 12/14/17 26

29 Underslab Rough-ins 2 days Fri 12/15/17 Mon 12/18/1728

30 Set/Tie Welded Steel Mesh To Steel Deck 1 day Tue 12/19/17 Tue 12/19/17 29

31 Set Anchors & Pour Concrete Slab 2 days Wed 12/20/17 Thu 12/21/17 30

32 Erect & Tie 2nd Floor Steel Columns On Slab 3 days Fri 12/22/17 Tue 12/26/17 31

33 Set 2nd Floor Bordering Steel Crown Beams 2 days Wed 12/27/17 Thu 12/28/17 32

34 Retrofit & Erect Old Steel Roof Trusses & Weld To Crown Beam

3 days Fri 12/29/17 Tue 1/2/18 33

35 Fabricate & Erect New Roof Trusses 5 days Fri 12/29/17 Thu 1/4/18 33

36 Place Steel C Channel Perlins For Roof Frame 3 days Fri 1/5/18 Tue 1/9/18 34,35

37 Place Corrugated Steel Roof Deck (Utilize Old Deck If Possible)

3 days Wed 1/10/18 Fri 1/12/18 36

38 Place Sheet Metal Cap At Peak Of Roof 1 day Mon 1/15/18 Mon 1/15/18 37

39 1st & 2nd Floor Exterior Studs 3 days Tue 1/16/18 Thu 1/18/18 38


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Erect Steel Staircase In Corner Of A4

Erect Corrugated Steel Floor Deck and Connect To Beams

Underslab Rough-ins

Set/Tie Welded Steel Mesh To Steel Deck

Set Anchors & Pour Concrete Slab

Retrofit & Erect Old Steel Roof Trusses & Weld To Crown Beam

Place Steel C Channel Perlins For Roof Frame

Place Corrugated Steel Roof Deck (Utilize Old Deck If Possible)

Place Sheet Metal Cap At Peak Of Roof

1st & 2nd Floor Exterior Studs


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ID Task Mode


40 Exterior Dura-rock 3 days Tue 1/16/18 Thu 1/18/18 38

41 Prep & Plaster Dura-rock 4 days Fri 1/19/18 Wed 1/24/18 40

42 Rough-in Exterior Doors and Windows 1 day Fri 1/19/18 Fri 1/19/18 39

43 Install Exterior Doors & Windows 1 day Mon 1/22/18 Mon 1/22/18 42

44 Install Exterior Gutters & Downspouts 1 day Tue 1/23/18 Tue 1/23/18 43

45 Exterior Trim, Painting and Finishes 1 day Wed 1/24/18 Wed 1/24/18 44

46 Interior Finishes 16 days Tue 1/16/18 Tue 2/6/18

47 Interior Studs 3 days Tue 1/16/18 Thu 1/18/18 38

48 Rough-In Windows & Doors 2 days Fri 1/19/18 Mon 1/22/18 47

49 Rough-in Plumbing 3 days Fri 1/19/18 Tue 1/23/18 47

50 Rough-in Electrical 2 days Fri 1/19/18 Mon 1/22/18 47

51 Interior Gypsum Board 2 days Wed 1/24/18 Thu 1/25/18 49,50

52 Primecoat 1 day Fri 1/26/18 Fri 1/26/18 51


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Exterior Dura-rock

Prep & Plaster Dura-rock

Rough-in Exterior Doors and Windows

Install Exterior Doors & Windows

Install Exterior Gutters & Downspouts

Exterior Trim, Painting and Finishes

Interior Finishes

Interior Studs

Rough-In Windows & Doors

Rough-in Plumbing

Rough-in Electrical

Interior Gypsum Board

Primecoat


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ID Task Mode


53 Interior Doors & Hardware 1 day Mon 1/29/18 Mon 1/29/18 52

54 Interior Trim and Finish Carpentary 1 day Tue 1/30/18 Tue 1/30/18 53,52

55 Finish Paint 2 days Wed 1/31/18 Thu 2/1/18 54

56 Acoustical Ceiling Tile Drop Ceiling 2 days Fri 2/2/18 Mon 2/5/18 55

57 Flooring 3 days Fri 2/2/18 Tue 2/6/18 55

58 Finish Plumbing 1 day Fri 2/2/18 Fri 2/2/18 55

59 Finish Electric 1 day Fri 2/2/18 Fri 2/2/18 55

60 Close-out 2 days Mon 2/5/18 Tue 2/6/18

61 Punchlist 2 days Mon 2/5/18 Tue 2/6/18 59


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Interior Doors & Hardware

Interior Trim and Finish Carpentary

Finish Paint

Acoustical Ceiling Tile Drop Ceiling

Flooring

Finish Plumbing

Finish Electric

Close-out

Punchlist


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Date post:	24-Jan-2017
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Bajo Tejares Proposal

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