technical assignment #2 – analysis of key …...jetblue training facility orlando international...

Sarah Lippai Construction Management JetBlue Training Facility Orlando International Airport Primary Faculty Consultant: Dr. Horman Due Date: Wednesday, October 28th, 2004

Technical Assignment #2 – Analysis of Key Construction Features

Table of Contents

Executive Summary........................................................................ 2

Assemblies Estimate: Exterior Closure…………………………….. 3 – 4

Contracts……………………………………………………………….. 5 – 6

Project Organization Chart…………………………………………. 7

Staffing Plan……………………………………………………………. 8 – 9

Staffing Distribution Chart…………………………………………… 10

Staffing Organizational Plan………………………………………... 11

Design Coordination…………………………………………………. 12

Critical Industry Issues………………………………………………… 13 – 16

Detailed Project Schedule………………………………………….. 17 - 20

Appendix: A – Detailed Assemblies Breakdown……………...... A1-A8


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Executive Summary Every project requires a different kind of contractual agreement and combination of bonds and insurance, along with a unique staffing and coordination plan. With the JetBlue Training Facility, the contract, bonds, insurance, and plans were all very standard to the design-build nature of construction. JetBlue Airways chose to use a standard method of construction, partially in part to their unfamiliarity with Suitt Construction. Suitt chose to follow their standard set of requirements to follow for this project since it lacks any unique complexities and because the staff is very familiar with it. The one difference in this project lies with the hiring of Rubin & Rotman in the initial design of the project, and their following through the project as one of the owner’s representatives. Being from Canada, Rubin & Rotman is unfamiliar with the Florida construction industry. The concerns of the building exterior envelope differing from concrete tilt-up panel, the method of choice in Florida, are one of the issues that may have been affected by Rubin & Rotman’s location. For this reason, I chose to do the assemblies estimate on the exterior closure of the training facility. After further investigation, I hope to learn more why the exisiting skin was chosen over concrete tilt-up panels. As conditions or issues develop throughout the project, solid methods of resolving these issues are very important to keep the project on schedule. The design-build delivery method of this project helped with the coordination issues and with the owner changing their minds on what was needed for the facility.


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Assemblies Estimate: Exterior Closure

Shell: Exterior Closure Assemblies Estimate

Unit Cost Total Cost

R.S. Means Numbers Description

Total Material Units Mat. Inst Total Mat. Inst. Total

B2010 102 3400 Precast Walls - 8" Thick,

Smooth Gray 28,052.66 SF Varies on Adjust. Factor $217,992 $76,958 $294,950

B2010 102 3450

B2010 102 3500

B2010 102 3550

B2010 102 3400 Precast Walls - 8" Thick,

Textured Accent 28,052.66 SF Varies on Adjust. Factor $7,694 $2,778 $11,520

B2010 102 3550

B2010 146 5100 Aluminum Composite Panels

- Custom Blue and Grey 4940.17 SF $2.40 $2.54 $4.94 $11,856 $12,548 $24,404

B2010 146 3450

Steel Corrugated Metal Siding Panel, 20 Ga.

Colored 4424 SF $2.29 $2.92 $5.21 $10,131 $12,918 $23,049

B2020 220 3000 Spandrel Glass Panels, 1/4"

glass, 1" thick total 9847.42 SF $11.20 $6.45 $17.65 $110,291 $63,516 $173,807

B2010 154 5000 Metal Siding Support, 30 ft,

35 ft. Column Spacing 19211.59 SF $2.21 $2.48 $4.69 $42,458 $47,645 $90,102 B2030 220 3450 Steel 18 Ga., Hollow Metal 8 Opening $910 $233 $1,143 $7,280 $1,864 $9,144

B2030 220 7800 Alum & Glass, Automatic 6 Opening $5,475 $1,175 $6,650 $32,850 $7,050 $39,900

B2030 220 5300 Overhead Coiling Door 2 Opening $3,350 $2,000 $5,350 $6,700 $4,000 $10,700

B2030 220 5100 Overhead Coiling Door 1 Opening $1,825 $975 $2,800 $1,825 $975 $2,800 Shell: Exterior Closure Subtotal $680,377

General Conditions 5% $34,018.83

Subtotal $714,395.49

Overhead 7% $50,007.68


Profit 7% $53,508.22


Location Factor: Orlando,FL 78.60% $642,878.36

Designers Fee 8.50% $54,644.66

Contingency 2% $12,857.57

Shell: Exterior Closure Total Cost $710,380.58


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Assemblies Estimate: Exterior Closure (cont.)

I spoke with Paul Wood of JetBlue Airways about the opportunities for alternatives to the exterior closure that was chosen, and decided to see how the systems would compare. The exterior skin of aluminum composite panel, corrugated steel panel, concrete precast, and aluminum curtain wall could be replaced by concrete tilt-up panels. Concrete tilt-up panels are a typical building material and method used in the Florida area. Further investigation into the reasons this method was not used are needed and the assemblies estimate will provide a starting place for this comparison. After initially reviewing R.S. Means and the project drawings, there were a number of instances where my material sizes did not match the ones listed in the assemblies. With precast panels there are only a limited number of panel sizes listed, and none of those matched the panel sizes on the training facility. In order to obtain a more accurate cost breakdown, I calculated the square feet of each of my precast panels. I then calculated the square feet of the panels listed for 8” thick, smooth gray. I calculated the difference between these two values and used that to adjust the material unit cost. The installation costs were not adjusted since that would remain relatively equal. A full breakdown of the panel sizes and the adjustments is listed in Appendix A. The textured precast panels on the training facility enclosure were not listed in the assemblies, so the same assembly as the other precast panels was used, but a 10% increase was factored into the total cost to account for the added complexity. Assumptions were made for the markup percentage based on averages for the industry, since this is a relatively standard project. A location factored was factored for the Orlando, FL area, lowering the cost of the jetBlue Training Facility. No adjustments were made for time or complexity since this project is being constructed presently, and the exterior skin did not have any special, complex construction. For my future investigation of the jetBlue Training Facility, a closer look into the exterior skin will be developed and calculated as a means of comparison to the cost of the alternative tilt-up panel option.


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Contracts

JetBlue Airways, the owner, contracted Tishman Construction to act as the Owner’s Representative to basically act as an extension of the jetBlue staff. Tishman’s responsibility is to look out for the best interest of jetBlue Airways and to help out in any possible way on site. JetBlue Airways and Tishman Construction hold a standard lump sum contract with the only thing not covered is expenses. JetBlue has worked with Rubin and Rotman from the beginning to develop the concept design for the RFP documents. Since Rubin and Rotman have had experience building SIM centers, they have acted as an additional owner’s representative as well as the design architects. Rubin and Rotman hold a lump sum contract with jetBlue throughout the construction of the project. During the building process, they make sure that Suitt’s developed design adhere’s to the original RFP documents. Suitt Construction was selected as a part of the prequalified list of bidders for this project and was presented the RFP documents for bid. Through meetings and negotiations with the bidders, jetBlue selected a general contractor. Ultimately, the negotiated bids dictated which general contractor was selected for the training facility as the Design-Builder. JetBlue and Suitt hold a standard DBIA lump sum contract with slight modifications. The Design-Builder must take steps necessary to ensure that the Owner is in compliance with all Greater Orlando Aviation Authority (GOAA) and City of Orlando requirements regarding design and construction. With the simulators arriving on site in February, Suitt must have attained substantial completion of the Simulator Hall and coordinate the installation process. Suitt holds standard lump sum contracts drawn and modified for each subcontractor with all subcontractors and the architect-engineer. JetBlue Airways requires Suitt Construction to provide payment and performance bonds issued by a surety licensed in the State of Florida to cover the full contract amount. Suitt requires all subcontractors with a contract value over a few hundred thousand dollars, and all subcontractors that have to do with the building envelope, such as caulker, roofer, and window installer to provide bonds. If a subcontractor has a low financial rating, they will also be required to carry a bond.


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Worker’s compensation, automobile liability, general liability, umbrella policy and errors and omissions insurance are required by all subcontractors as required by the State of Florida. JetBlue Airways carries a builder’s risk policy to cover damages to installed items during the construction process. These contract agreements are standard given the inexperience of the owner with the general contractor in a design-build process. Since Suitt holds a fairly standard design-build mentality, standard contracts, bonds and insurance are required by the subcontracts.


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Project Organizational Chart

Owner JetBlue Airways

Paul Wood

Owner’s Representative Tishman Construction

Corporation

Owner’s Architect Rubin & Rotman Associates

General Constractor Suitt Construction Company Tom Reilly & Bryan Pickens

Architects-Engineers BRPH Architects –

Engineers, Inc.

Mechanical & Plumbing Contractor

J & A Mechanical

Fire Protection Contractor American Sprinkler

Electrical Contractor Tri-City Electrical

Steel Erector Addison Steel, Inc.

Fire Protection Engineer Global Fire Engineering

Mechanical & Plumbing Engineer

Shappely Design Consultants

Lump Sum Contract

Lump Sum Contracts

Lump Sum Contract


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Staffing Plan

The staffing of Suitt Construction Company, the general contractor for this project, is shown on the next page. Distribution of personnel is slightly staggered in the both the beginning and ending of the project so at anytime the project is not overstaffed. During the startup of the project, staff is limited to the group vice president, estimator, and project director. The role of the group vice president will be fairly limited to the beginning of the project. However under contract, he is responsible for resolving any disputes for the length of the project. The project director functioned as the primary contact during the first few months of the project. Once the project began to startup and the site mobilized, the staff began to increase to handle the workload. Throughout May, the project director and intern worked on the project from the main office with the intern traveling between the two sites on a daily basis. The superintendents and field engineer worked to mobilize the site throughout this month and began excavation. Once the General Superintendent was completed at another of his projects, he moved to the jetBlue site and one of the superintendents moved on to another project. A project engineer and project manager were brought onto the team in June to help relieve some of the duties of the project director. Once the project manager and engineer had a good handle on the management of the project, the project director will step back on responsibility of this project and take the project management role on another project. Under contract with ZHA Consultants, Suitt Construction must have a ZHA employee on site to advise Suitt on construction issues. ZHA frequently handles most of the construction at the airport, and Suitt thought it to be essential and helpful to employee a staff member that has experience with airport construction. The ZHA project engineer had limited responsibilities during his first month on site, while the intern and general superintendent familiarized him with the project and company policies. Along with Suitt Construction’s strict safety program and policy, a


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permanent safety technician will be on site to monitor Suitt’s employees as well as all of the subcontractors. Under the Standard DBIA Agreement between the owner and general contractor, the design builder shall assign a project director, general superintendent, and area superintendent on site for the majority of the project. The Design-Builder shall also assign such personnel as necessary once mutually agreed upon by both parties. Specialty inspectors are required by both JetBlue Airways and the City of Orlando for concrete placement, steel erection, and MEP testing. The inspector must be registered and certified, and present during the concrete placement.

Suitt Construction Staff Feb-04 Mar-04 Apr-04 May-04 Jun-04 Jul-04 Aug-04 Sep-04 Oct-04 Nov-04 Dec-04 Jan-05 Feb-05 Mar-05 Apr-05 May-05 Jun-05

Group Vice President

Project Director

Project Manager

Senior Estimator 2

General Superintendent

Area Superintendent 2

Field Engineer/Surveyor 2

Equipment Man

Safety Technician

Project Engineer

Office Engineer/InternSecretary

2

Staffing Plan

Project Duration

Darker Color - More Involved

Lighter Color - Less InvolvedNumber of Staff on Site


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Dana Emberton Group Vice President

Randy Winger Project Director

Bryan Pickens Project Manager

A.J. Murray Project Engineer

Tom Reilly General Superintendent

John Roper Area Superintendent

Dean Goodart Field Engineer/Surveyor

Sarah Lippai Office Engineer/Intern

Nathan Equipment Man

Larry Leffers Safety Technician

Tony Salvo Senior Estimator

Bill Issett Senior Estimator

Staffing Organizational Plan


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Design Coordination

The contract requires weekly coordination meetings held at the field office to arrange for satisfactory coordination of all work so as not to hold up the project. Subcontractors are required to have a representative at these meetings to discuss any coordination issues that have arisen since the previous week. The Architect-Engineer, BRPH, also attend these meetings to help with the coordination issues. During the development of the drawings, many coordination issues were discovered and resolved prior to the 100% drawings finalized. It is required of the MEP subcontractors to coordinate the installation of their equipment, ductwork, sewer, fire sprinklers, light fixtures, etc. Once submittals and shop drawings are approved for these areas, a copy is sent to any other subcontractors that may have coordination issues with this area. The greatest coordination issues reside in the construction of the third floor. This area of the training facility has the most HVAC ductwork in the ceilings. Coordination between this and the structural steel in the roof is an important job that could cause structural issues for the building. The coordination of the rooftop air-handling units with the structural steel was an issue in the development of the 100% drawings. The air-handling units were changed to accommodate different conditions needed in the building, but with these units the structure needed to be changed. With the added weight of these units, structural steel members needed to be added and changed to accommodate this change. With the weekly meetings being held at the field office, all of the many conflicts between the MEP systems and structural steel have been eliminated. Having the same subcontractor handling the mechanical and plumbing systems eliminates conflicts between these two trades.


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Critical Industry Issues

Performance Contracting I: Rewards and Incentives During this discussion, many issues concerning rewards and incentives were discussed and how they can affect the relationship between members of a project. The industry members discussed how their companies use bonuses and incentives to direct the completion of the project. One key item to the reward and incentive system seemed to be the mixed feelings of the owner on how the incentives could be distributed to the employees on the job. Clear communication established with the owner throughout the project, and the vision of the owner recognized in the beginning of the project produces a smoother project. For this process to succeed successfully, strict guidelines need to be developed about distribution. Incentives spread throughout the project seemed to be the best way to entice subcontractors to perform faster and produce a quality building. Repeat work with clients depends on the success with the reward system put into place. Having covered a number of incentives that could be offered, the discussion was lead to the evaluating of contractors and how the distribution should be split up. The key to this was customer satisfaction. If the contractor was performing well, completing the work on schedule, and communication between the parties will make for a successful project. One major concern that was not fully addressed in our discussions dealt with the effectiveness of incentives on job types. Industry members were not able to fully establish grounds for when the incentive system would work the most effectively. It seemed that every company had their own system and followed that for most of their projects. Industry members just explained how their company’s systems were successful and did not offer many drawbacks or methods of improvement. The overall focus of this system would be on meeting all of the needs of the customer, building relationships, and making the owner satisfied.


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Integrated Design Management II – Constructability and VE in Design This meeting addressed issues of constructability, but main discusses focused on value engineering within the industry. With an equal number of industry members to students, we were able to use past ideas from projects. The main issue of constructability entailed the Construction Manager to get involved early on the project and ask numerous questions. This provided a fresh perspective on the project and lead to new value engineering ideas. Value engineering has many levels and reasons for use on the project. Initial brainstorming by the project team is a good way to start. As the project progresses, the process will become more detailed and useful ideas will unfold. The two main focuses behind value engineering ideas are the life cycle costs and the return on investment. Industry members explained examples of each of these. Many of the students also discussed the value engineering plans that were brainstormed and put into place during their internships. Most of the value engineering ideas developed from the mechanical and electrical systems and the surrounding construction. Basic things like designs of cable trays, conduit size, and space saving in mechanical systems were discussed. However, more unique ideas were also developed. Mechanical units that use gravity instead of pumps and plumbing systems that use little to no water saved substantial amounts of money on the project and helped with LEED rating. It was surprising that the industry members were so interested in the value engineering ideas of their peers and the students. I was also amazed at the lengths that the industry would go to get ideas to save money and help improve the project. The quality of projects was never decreased from these ideas and many times improved.


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Leadership Jump-Start for Entry Level/Undergraduates Meeting The final meeting focused on leadership qualities that are in demand by employers, and how we can establish those qualities before entering the construction industry. Students and industry members developed lists of the qualities they think are helpful, and discussions were developed how past experiences develop these qualities. Internship experiences seemed to drive this discussion, impressing the industry members with the responsibilities that were given out. Most interns, myself included, seemed to enjoy and get more benefit from their internships when they were given the most responsibility. Daily contact with a mentor seemed to be very successful in teaching the interns about the industry and helping to learn more about the industry. One major concern of the industry members was the burnout of interns. Because of the uncertainty of an intern with the industry, a gradual step into tasks is necessary. After the completion of the discussion on leadership qualities, the topic switched to rewards. Students generated a list of possible rewards that was fully backed by the industry members. Feedback seemed to be one of the key rewards to an intern or new hire in establishing a sense of importance to the project. Of course with rewards come the expectations of the industry on what makes a good leader. Since they work in leadership positions and with others in leadership positions on a daily basis, their insight into a successful leader was helpful. Their insight into what the industry expects from you was very helpful and provided support to what I have learned from past experiences.


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Key Contacts Through the PACE seminar, many good ideas were discussed, but no key issues with my thesis research were fully developed. Using value engineering ideas as part of my research on the exterior skin of the jetBlue Training Facility may give me a clearer picture as to why they did not choose concrete tilt-up panels. Although no key contacts were developed through this meeting, there are a few industry members that had very helpful ideas and could be consulted in the future. Gary Pate – G.M. McCrossin Ken Catlow – Pentagon Renovation Team Mike Arnold – Foreman Group

ActivityID Description Origina

uratioEarlyStart

EarlyFinish

2004MAR

2005APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG

PreconstructionSite & Foundations

B190 Notice to Proceed 0 02/24/04B200 90% Site & Foundation Package 25 02/24/04 03/29/04B210 100% Site & Foundation Package 4 04/14/04 04/19/04B230 City of Orlando Review & Permit 47 04/27/04 05/14/04B220 Place Steel Mill Order 0 04/30/04 04/30/04B240 Site & Foundation Permit Issued 0 05/27/04

Building Structure & Envelope

B140 60 % Building Design 25 02/24/04 03/29/04B150 Bring on Major Subs/Suppliers 0 04/10/04 07/12/04B160 90% Building Design 48 04/26/04 05/27/04B130 Submittals 188 05/10/04 08/06/04B180 City of Orlando Review & Permit 10 07/01/04 07/15/04B170 100% Building Design 7 07/05/04 07/13/04B250 City of Orlando Building Permit 0 07/26/04

Building ConstructionSitework & Foundations

ST100 Mobilize on Site 14 05/10/04 05/27/040016 Site Clearing 15 06/01/04 06/21/040017 Grade & Building Pad 15 06/15/04 06/24/040018 Foundations 30 06/25/04 08/06/040019 Site Utilities 30 07/07/04 08/17/040020 Training Pool 20 12/06/04 01/04/05

Guard Shack

0090 Building Pad 5 06/21/04 06/28/040110 Foundations 10 08/09/04 08/21/040100 Structural Steel 5 10/11/04 10/15/040130 Underslab Utilities 5 10/21/04 10/27/040120 Slab on Grade 8 11/08/04 11/17/040140 Precast Concrete Panels 3 11/18/04 11/22/04

Notice to Proceed90% Site & Foundation Package

100% Site & Foundation PackageCity of Orlando Review & Permit

Place Steel Mill OrderSite & Foundation Permit Issued

60 % Building DesignBring on Major Subs/Suppliers

90% Building DesignSubmittals

City of Orlando Review & Permit100% Building Design

City of Orlando Building Permit

Mobilize on SiteSite ClearingGrade & Building Pad

FoundationsSite Utilities

Training Pool

Building PadFoundations

Structural SteelUnderslab Utilities

Slab on GradePrecast Concrete Panels

Start date 02/24/04 3:00PMMust finish date 06/01/05 9:59PMTarget finish dateRun date 10/28/04 10:00AMPage number 1A

© Primavera Systems, Inc.

Sarah LippaiConstruction Management OptionDr. Michael J. Horman

jetBlue Training FacilityOrlando International Airport

Project Schedule

Early barProgress barCritical barSummary barProgress pointCritical pointSummary pointStart milestone pointFinish milestone poin


uratioEarlyStart

EarlyFinish

2004MAR


0150 Roof 5 12/29/04 01/05/050160 Windows/Doors 3 01/06/05 01/10/050170 Metal Stud Framing 1 01/11/05 01/11/050180 MEP Rough-In 2 01/12/05 01/13/050190 Install/Finish Gyp Board 3 01/14/05 01/18/050200 Interior Finishes/MEP Trim 4 02/10/05 02/15/05

Building Structure & Envelope1st Floor0022 Underslab Utilities 86 06/21/04 10/20/040023 Install Masonry: Stair Towers 5 & 7 25 06/21/04 10/20/040024 Erect Structural Steel - 1st Floor (east to west 49 08/02/04 10/08/040025 Install Masonry: Stair Tower 6 23 08/02/04 09/01/040026 Install Masonry: Elevator Shaft 23 08/02/04 09/01/040027 Slab on Grade 59 08/16/04 10/20/040028 Erect Stairs: Simulator Hall Area Stair 5 10 08/23/04 09/03/040029 Install Masonry: Sim Hall 72 08/30/04 10/20/040030 Erect Stairs: Training/Front Office Area Stair 2 20 09/02/04 09/30/040031 Erect Main Stairs 4 10 11/05/04 11/18/040032 Install Elevators 40 12/13/04 12/13/04

2nd Floor

0033 2nd Floor Joists & Metal Decking 10 09/14/04 09/27/040034 Flight Deck Joists & Metal Decking 7 09/27/04 10/05/040035 2nd Floor Elevated Slabs 8 10/12/04 10/21/040036 2nd Floor Joists & Metal Decking - Sim Hall 5 10/21/04 10/27/040037 2nd Floor Elevated Slab - Sim Hall 5 10/28/04 11/03/04

3rd Floor0038 3rd Floor Joists & Metal Decking 10 09/28/04 10/11/040039 3rd Floor Elevated Slabs 8 10/26/04 11/04/04

Roof0040 Roof Joists & Metal Decking 10 10/12/04 10/25/040041 Light Weight Insulation Roof Concrete 5 11/05/04 11/11/040042 Roof 15 12/07/04 12/28/040043 Install Chillers & AC Units 15 12/20/04 01/11/050044 Install Skylight 10 12/29/04 01/12/05

Exterior Finish0045 South Elevation - Precast Wall Panels 5 11/08/04 11/12/040046 South Elevation - Glass/Storefront 10 11/15/04 11/30/040047 East Elevation - Precast Wall Panels 4 11/15/04 11/18/040048 North Elevation - Precast Wall Panels 5 11/19/04 11/29/040049 North Elevation - Glass/Storefront 10 11/30/04 12/13/040050 West Elevation - Precast Wall Panels 5 11/30/04 12/06/04

RoofWindows/DoorsMetal Stud FramingMEP Rough-InInstall/Finish Gyp Board

Interior Finishes/MEP Trim

Underslab UtilitiesInstall Masonry: Stair Towers 5 & 7

Erect Structural Steel - 1st Floor (east to westInstall Masonry: Stair Tower 6Install Masonry: Elevator Shaft

Slab on GradeErect Stairs: Simulator Hall Area Stair 5

Install Masonry: Sim HallErect Stairs: Training/Front Office Area Stair 2

Erect Main Stairs 4Install Elevators

2nd Floor Joists & Metal DeckingFlight Deck Joists & Metal Decking

2nd Floor Elevated Slabs2nd Floor Joists & Metal Decking - Sim Hall2nd Floor Elevated Slab - Sim Hall

3rd Floor Joists & Metal Decking3rd Floor Elevated Slabs

Roof Joists & Metal DeckingLight Weight Insulation Roof Concrete

RoofInstall Chillers & AC UnitsInstall Skylight

South Elevation - Precast Wall PanelsSouth Elevation - Glass/Storefront

East Elevation - Precast Wall PanelsNorth Elevation - Precast Wall Panels

North Elevation - Glass/StorefrontWest Elevation - Precast Wall Panels


uratioEarlyStart

EarlyFinish

2004MAR


0051 West Elevation - Aluminum Composite Panels 10 12/07/04 12/20/040052 East Elevation - Metal Siding Panels 5 12/21/04 12/28/040053 West Elevation - Glass/Storefront 10 12/21/04 01/05/050054 West Elevation - Glass Curtain Wall 15 01/06/05 01/26/050055 Permanent Power & AC to Building 4 01/06/05 01/11/05

Simulator Hall1st Floor0056 1st Floor - Sim Hall - Interior Stud Framing 9 10/18/04 10/28/040057 1st Floor - Sim Hall - MEP Rough-In 8 10/28/04 11/08/040058 1st Floor - Sim Hall - Install & Finish Gyp Boar 10 11/04/04 11/17/040059 1st Floor - Sim Hall - Interior Finishes 10 11/11/04 11/24/04

2nd Floor0060 2nd Floor - Sim Hall - Interior Stud Framing 7 11/04/04 11/12/040061 2nd Floor - Sim Hall - MEP Rough-In 7 11/11/04 11/19/040062 2nd Floor - SIm Hall - Install & Finish Gyp Boar 9 11/18/04 12/02/040063 2nd Floor - Sim Hall - Interior Finishes 10 11/29/04 12/10/04

3rd Floor

0064 3rd Floor - Sim Hall - Interior Stud Framing 5 11/15/04 11/19/040065 3rd Floor - Sim Hall- MEP Rough-In 5 11/22/04 11/30/040066 3rd Floor - Sim Hall - Install & FInish Gyp Boar 6 12/03/04 12/10/040067 3rd Floor - Sim Hall - Interior Finishes 10 12/13/04 12/27/04

0068 Sim Hall - Electrical 25 11/11/04 12/17/040069 Sim Hall - Plumbing/HVAC 20 11/18/04 12/17/040070 Sim Hall - Fire Sprinkler 20 11/18/04 12/17/040071 Sim Hall - Epoxy Floor Covering 10 12/28/04 01/11/050072 Final Clean & Prepare for Sims 5 01/19/05 01/25/05

Training & Front Office1st Floor0073 Interior Stud Framing 16 11/29/04 12/20/040083 MEP Rough-In 15 12/21/04 01/12/050093 Install & Finish Gyp Board 20 01/13/05 02/09/050103 Interior Finishes 24 02/10/05 03/15/050113 Install Ceilings 9 04/04/05 04/14/05

2nd Floor0123 Interior Stud Framing 10 12/21/04 01/05/050133 MEP Rough-In 13 01/13/05 01/31/050143 Install & Finish Gyp Board 12 02/10/05 02/25/050153 Interior Finishes 14 03/16/05 04/04/050163 Install Ceilings 8 04/15/05 04/26/05

3rd Floor

West Elevation - Aluminum Composite PanEast Elevation - Metal Siding Panels

West Elevation - Glass/StorefrontWest Elevation - Glass Curtain Wall

Permanent Power & AC to Building

1st Floor - Sim Hall - Interior Stud Framing1st Floor - Sim Hall - MEP Rough-In

1st Floor - Sim Hall - Install & Finish Gyp Boar1st Floor - Sim Hall - Interior Finishes

2nd Floor - Sim Hall - Interior Stud Framing2nd Floor - Sim Hall - MEP Rough-In

2nd Floor - SIm Hall - Install & Finish Gyp Boar2nd Floor - Sim Hall - Interior Finishes

3rd Floor - Sim Hall - Interior Stud Framing3rd Floor - Sim Hall- MEP Rough-In

3rd Floor - Sim Hall - Install & FInish Gyp Boar3rd Floor - Sim Hall - Interior Finishes

Sim Hall - ElectricalSim Hall - Plumbing/HVACSim Hall - Fire Sprinkler

Sim Hall - Epoxy Floor CoveringFinal Clean & Prepare for Sims

Interior Stud FramingMEP Rough-In

Install & Finish Gyp BoardInterior Finishes

Install Ceilings



Install Ceilings


uratioEarlyStart

EarlyFinish

2004MAR


0173 Interior Stud Framing 14 01/06/05 01/25/050183 MEP Rough-In 13 02/01/05 02/17/050193 Install & Finish Gyp Board 18 02/28/05 03/23/050203 Interior Finishes 22 04/05/05 05/04/050213 Install Ceilings 8 05/02/05 05/11/05

0233 Plumbing/HVAC 60 02/10/05 05/04/050243 Fire Sprinkler 60 02/10/05 05/04/050253 Electrical 60 02/10/05 05/04/050263 Install Flooring 20 04/21/05 05/18/050273 Final Clean for C.O. 10 05/12/05 05/25/05

Project Completion & Commissioning

0293 Simulator Hall Sub. Completion 0 01/25/050283 Owner Equipment Installation 50 01/26/05 04/05/050303 Substantial Completion 0 05/04/050313 Project Commissioning 19 05/05/05 06/01/050323 Final Comp. & Certificate of Occupancy 9 05/19/05 06/01/05



Install Ceilings

Plumbing/HVACFire SprinklerElectrical

Install FlooringFinal Clean for C

Simulator Hall Sub. CompletionOwner Equipment Install

Substantial ComplProject CommFinal Comp. &

AssembliesEstimate

R.S. Means Numbers Description Location Dim 1 (ft.) Dim 2 (ft.) Quantity SQ.FT Total SFClosest Panel

SizeMaterial

Adjust (%) Mat. Inst Total Mat. Inst. TotalB2010 102 3400 West 7.00 44.00 2.00 308.00 616.00 240.00 1.28 $10.20 $2.39 $12.59 $6,285 $1,472 $7,757B2010 102 3450 5.67 14.00 2.00 79.38 158.76 90.00 0.88 $8.82 $2.95 $11.77 $1,400 $468 $1,869B2010 102 3500 4.67 44.00 6.00 205.48 1,232.88 240.00 0.86 $6.81 $2.39 $9.20 $8,392 $2,947 $11,338B2010 102 3550 7.50 10.00 2.00 75.00 150.00 90.00 0.83 $8.33 $2.95 $11.28 $1,250 $443 $1,693

7.50 8.00 2.00 60.00 120.00 90.00 0.67 $6.67 $2.95 $9.62 $800 $354 $1,1542.50 10.00 1.00 25.00 25.00 90.00 0.28 $2.78 $2.95 $5.73 $69 $74 $1432.50 8.00 1.00 20.00 20.00 90.00 0.22 $2.22 $2.95 $5.17 $44 $59 $1037.67 8.00 1.00 61.36 61.36 90.00 0.68 $6.82 $2.95 $9.77 $418 $181 $5995.67 6.00 4.00 34.02 136.08 90.00 0.38 $3.78 $2.95 $6.73 $514 $401 $9164.67 6.00 3.00 28.02 84.06 90.00 0.31 $3.11 $2.95 $6.06 $262 $248 $510

Subtotal 2,604.14 $19,435 $6,647 $26,082North 14.00 11.00 12.00 154.00 1,848.00 160.00 0.96 $8.37 $2.60 $10.97 $15,475 $4,805 $20,279

17.75 11.00 12.00 195.25 2,343.00 160.00 1.22 $10.62 $2.60 $13.22 $24,875 $6,092 $30,96710.00 11.00 12.00 110.00 1,320.00 108.00 1.02 $9.68 $2.82 $12.50 $12,772 $3,722 $16,49514.00 6.00 1.00 84.00 84.00 90.00 0.93 $9.33 $2.95 $12.28 $784 $248 $1,03217.75 6.00 1.00 106.50 106.50 108.00 0.99 $9.37 $2.82 $12.19 $998 $300 $1,29810.00 6.00 1.00 60.00 60.00 90.00 0.67 $6.67 $2.95 $9.62 $400 $177 $57722.00 7.00 1.00 154.00 154.00 160.00 0.96 $8.37 $2.60 $10.97 $1,290 $400 $1,69022.00 4.67 2.00 102.74 205.48 108.00 0.95 $9.04 $2.82 $11.86 $1,857 $579 $2,43622.00 5.67 1.00 124.74 124.74 108.00 1.16 $10.97 $2.82 $13.79 $1,369 $352 $1,72016.00 7.00 1.00 112.00 112.00 108.00 1.04 $9.85 $2.82 $12.67 $1,103 $316 $1,41916.00 4.67 2.00 74.72 149.44 90.00 0.83 $8.30 $2.95 $11.25 $1,241 $441 $1,68216.00 7.50 1.00 120.00 120.00 108.00 1.11 $10.56 $2.82 $13.38 $1,267 $338 $1,60510.00 7.00 1.00 70.00 70.00 90.00 0.78 $7.78 $2.95 $10.73 $544 $207 $75110.00 5.67 2.00 56.70 113.40 90.00 0.63 $6.30 $2.95 $9.25 $714 $335 $1,04910.00 4.67 2.00 46.70 93.40 90.00 0.52 $5.19 $2.95 $8.14 $485 $276 $76010.00 7.50 1.00 75.00 75.00 90.00 0.83 $8.33 $2.95 $11.28 $625 $221 $84610.00 10.00 1.00 100.00 100.00 108.00 0.93 $8.80 $2.82 $11.62 $880 $282 $1,1626.00 7.00 1.00 42.00 42.00 90.00 0.47 $4.67 $2.95 $7.62 $196 $124 $3206.00 5.67 2.00 34.02 68.04 90.00 0.38 $3.78 $2.95 $6.73 $257 $201 $4586.00 4.67 2.00 28.02 56.04 90.00 0.31 $3.11 $2.95 $6.06 $174 $165 $3406.00 7.50 1.00 45.00 45.00 90.00 0.50 $5.00 $2.95 $7.95 $225 $133 $3586.00 10.00 1.00 60.00 60.00 90.00 0.67 $6.67 $2.95 $9.62 $400 $177 $577

10.00 7.00 1.00 70.00 70.00 90.00 0.78 $7.78 $2.95 $10.73 $544 $207 $75110.00 4.67 2.00 46.70 93.40 90.00 0.52 $5.19 $2.95 $8.14 $485 $276 $76010.00 7.50 1.00 75.00 75.00 90.00 0.83 $8.33 $2.95 $11.28 $625 $221 $84610.00 10.00 1.00 100.00 100.00 108.00 0.93 $8.80 $2.82 $11.62 $880 $282 $1,1624.00 7.00 1.00 28.00 28.00 90.00 0.31 $3.11 $2.95 $6.06 $87 $83 $1704.00 5.67 2.00 22.68 45.36 90.00 0.25 $2.52 $2.95 $5.47 $114 $134 $2484.00 4.67 2.00 18.68 37.36 90.00 0.21 $2.08 $2.95 $5.03 $78 $110 $1884.00 7.50 2.00 30.00 60.00 90.00 0.33 $3.33 $2.95 $6.28 $200 $177 $3774.00 2.50 2.00 10.00 20.00 90.00 0.11 $1.11 $2.95 $4.06 $22 $59 $81

18.00 7.00 1.00 126.00 126.00 108.00 1.17 $11.08 $2.82 $13.90 $1,397 $355 $1,75218.00 4.67 2.00 84.06 168.12 90.00 0.93 $9.34 $2.95 $12.29 $1,570 $496 $2,06618.00 7.50 1.00 135.00 135.00 108.00 1.25 $11.88 $2.82 $14.70 $1,603 $381 $1,98418.00 2.50 2.00 45.00 90.00 90.00 0.50 $5.00 $2.95 $7.95 $450 $266 $7163.00 7.00 1.00 21.00 21.00 90.00 0.23 $2.33 $2.95 $5.28 $49 $62 $1113.00 5.67 2.00 17.01 34.02 90.00 0.19 $1.89 $2.95 $4.84 $64 $100 $165

Cost Per S.F Total Cost

Precast Walls - 8" Thick, Smooth Gray

AssembliesEstimate


SizeMaterial

Adjust (%) Mat. Inst Total Mat. Inst. Total3.00 7.50 2.00 22.50 45.00 90.00 0.25 $2.50 $2.95 $5.45 $113 $133 $2453.00 2.50 2.00 7.50 15.00 90.00 0.08 $0.83 $2.95 $3.78 $13 $44 $57

30.00 7.00 1.00 210.00 210.00 240.00 0.88 $6.96 $2.39 $9.35 $1,461 $502 $1,96330.00 5.67 2.00 170.10 340.20 160.00 1.06 $9.25 $2.60 $11.85 $3,147 $885 $4,03130.00 4.67 2.00 140.10 280.20 160.00 0.88 $7.62 $2.60 $10.22 $2,135 $729 $2,86330.00 6.00 1.00 180.00 180.00 160.00 1.13 $9.79 $2.60 $12.39 $1,762 $468 $2,230

Subtotal 9,523.70 $84,727 $25,858 $110,585East 10.00 7.00 6.00 70.00 420.00 90.00 0.78 $7.78 $2.95 $10.73 $3,267 $1,239 $4,506

10.00 7.33 3.00 73.30 219.90 90.00 0.81 $8.14 $2.95 $11.09 $1,791 $649 $2,44010.00 2.50 3.00 25.00 75.00 90.00 0.28 $2.78 $2.95 $5.73 $208 $221 $43010.00 4.67 4.00 46.70 186.80 90.00 0.52 $5.19 $2.95 $8.14 $969 $551 $1,52010.00 5.67 2.00 56.70 113.40 90.00 0.63 $6.30 $2.95 $9.25 $714 $335 $1,0494.00 7.00 2.00 28.00 56.00 90.00 0.31 $3.11 $2.95 $6.06 $174 $165 $3394.00 5.67 2.00 22.68 45.36 90.00 0.25 $2.52 $2.95 $5.47 $114 $134 $2484.00 4.67 2.00 18.68 37.36 90.00 0.21 $2.08 $2.95 $5.03 $78 $110 $1884.00 2.50 2.00 10.00 20.00 90.00 0.11 $1.11 $2.95 $4.06 $22 $59 $814.00 7.33 1.00 29.32 29.32 90.00 0.33 $3.26 $2.95 $6.21 $96 $86 $1828.00 6.00 2.00 48.00 96.00 90.00 0.53 $5.33 $2.95 $8.28 $512 $283 $7958.00 5.67 4.00 45.36 181.44 90.00 0.50 $5.04 $2.95 $7.99 $914 $535 $1,4508.00 4.67 4.00 37.36 149.44 90.00 0.42 $4.15 $2.95 $7.10 $620 $441 $1,0618.00 7.67 2.00 61.36 122.72 90.00 0.68 $6.82 $2.95 $9.77 $837 $362 $1,1998.00 7.33 2.00 58.64 117.28 90.00 0.65 $6.52 $2.95 $9.47 $764 $346 $1,1108.00 2.50 2.00 20.00 40.00 90.00 0.22 $2.22 $2.95 $5.17 $89 $118 $207

11.00 6.00 2.00 66.00 132.00 90.00 0.73 $7.33 $2.95 $10.28 $968 $389 $1,35711.00 5.67 2.00 62.37 124.74 90.00 0.69 $6.93 $2.95 $9.88 $864 $368 $1,23211.00 4.67 2.00 51.37 102.74 90.00 0.57 $5.71 $2.95 $8.66 $586 $303 $89011.00 7.67 2.00 84.37 168.74 90.00 0.94 $9.37 $2.95 $12.32 $1,582 $498 $2,08011.00 7.33 2.00 80.63 161.26 90.00 0.90 $8.96 $2.95 $11.91 $1,445 $476 $1,92011.00 2.50 2.00 27.50 55.00 90.00 0.31 $3.06 $2.95 $6.01 $168 $162 $3308.33 7.00 3.00 58.31 174.93 90.00 0.65 $6.48 $2.95 $9.43 $1,133 $516 $1,6498.33 5.67 6.00 47.23 283.39 90.00 0.52 $5.25 $2.95 $8.20 $1,487 $836 $2,3238.33 4.67 6.00 38.90 233.41 90.00 0.43 $4.32 $2.95 $7.27 $1,009 $689 $1,6978.33 7.50 6.00 62.48 374.85 90.00 0.69 $6.94 $2.95 $9.89 $2,602 $1,106 $3,7088.33 2.50 6.00 20.83 124.95 90.00 0.23 $2.31 $2.95 $5.26 $289 $369 $6584.67 7.00 1.00 32.69 32.69 90.00 0.36 $3.63 $2.95 $6.58 $119 $96 $2154.67 5.67 2.00 26.48 52.96 90.00 0.29 $2.94 $2.95 $5.89 $156 $156 $3124.67 7.50 2.00 35.03 70.05 90.00 0.39 $3.89 $2.95 $6.84 $273 $207 $4794.67 2.50 2.00 11.68 23.35 90.00 0.13 $1.30 $2.95 $4.25 $30 $69 $994.67 4.67 2.00 21.81 43.62 90.00 0.24 $2.42 $2.95 $5.37 $106 $129 $234

Subtotal 4,068.69 $23,987 $12,003 $35,990South 9.00 7.00 2.00 63.00 126.00 90.00 0.70 $7.00 $2.95 $9.95 $882 $372 $1,254

9.00 5.67 4.00 51.03 204.12 90.00 0.57 $5.67 $2.95 $8.62 $1,157 $602 $1,7609.00 4.67 4.00 42.03 168.12 90.00 0.47 $4.67 $2.95 $7.62 $785 $496 $1,2819.00 7.50 4.00 67.50 270.00 90.00 0.75 $7.50 $2.95 $10.45 $2,025 $797 $2,8229.00 2.50 2.00 22.50 45.00 90.00 0.25 $2.50 $2.95 $5.45 $113 $133 $2458.00 7.00 1.00 56.00 56.00 90.00 0.62 $6.22 $2.95 $9.17 $348 $165 $5148.00 5.67 2.00 45.36 90.72 90.00 0.50 $5.04 $2.95 $7.99 $457 $268 $7258.00 4.67 2.00 37.36 74.72 90.00 0.42 $4.15 $2.95 $7.10 $310 $220 $5318.00 7.50 2.00 60.00 120.00 90.00 0.67 $6.67 $2.95 $9.62 $800 $354 $1,1548.00 2.50 1.00 20.00 20.00 90.00 0.22 $2.22 $2.95 $5.17 $44 $59 $103

10.00 2.50 4.00 25.00 100.00 90.00 0.28 $2.78 $2.95 $5.73 $278 $295 $573



AssembliesEstimate


SizeMaterial

Adjust (%) Mat. Inst Total Mat. Inst. Total10.00 7.00 4.00 70.00 280.00 90.00 0.78 $7.78 $2.95 $10.73 $2,178 $826 $3,00410.00 4.67 8.00 46.70 373.60 90.00 0.52 $5.19 $2.95 $8.14 $1,939 $1,102 $3,04110.00 5.67 2.00 56.70 113.40 90.00 0.63 $6.30 $2.95 $9.25 $714 $335 $1,04910.00 7.50 8.00 75.00 600.00 90.00 0.83 $8.33 $2.95 $11.28 $5,000 $1,770 $6,77010.00 2.50 4.00 25.00 100.00 90.00 0.28 $2.78 $2.95 $5.73 $278 $295 $57310.00 10.00 6.00 100.00 600.00 108.00 0.93 $8.80 $2.82 $11.62 $5,278 $1,692 $6,97010.00 7.00 6.00 70.00 420.00 90.00 0.78 $7.78 $2.95 $10.73 $3,267 $1,239 $4,5066.00 2.50 1.00 15.00 15.00 90.00 0.17 $1.67 $2.95 $4.62 $25 $44 $696.00 7.00 1.00 42.00 42.00 90.00 0.47 $4.67 $2.95 $7.62 $196 $124 $3206.00 5.67 2.00 34.02 68.04 90.00 0.38 $3.78 $2.95 $6.73 $257 $201 $4586.00 4.67 2.00 28.02 56.04 90.00 0.31 $3.11 $2.95 $6.06 $174 $165 $340

19.00 2.50 1.00 47.50 47.50 90.00 0.53 $5.28 $2.95 $8.23 $251 $140 $39119.00 7.00 1.00 133.00 133.00 108.00 1.23 $11.70 $2.82 $14.52 $1,556 $375 $1,93119.00 4.67 2.00 88.73 177.46 90.00 0.99 $9.86 $2.95 $12.81 $1,750 $524 $2,27319.00 7.50 1.00 142.50 142.50 160.00 0.89 $7.75 $2.60 $10.35 $1,104 $371 $1,47519.00 10.00 1.00 190.00 190.00 160.00 1.19 $10.33 $2.60 $12.93 $1,963 $494 $2,4578.00 2.50 1.00 20.00 20.00 90.00 0.22 $2.22 $2.95 $5.17 $44 $59 $1038.00 7.00 1.00 56.00 56.00 90.00 0.62 $6.22 $2.95 $9.17 $348 $165 $5148.00 5.67 2.00 45.36 90.72 90.00 0.50 $5.04 $2.95 $7.99 $457 $268 $7258.00 4.67 2.00 37.36 74.72 90.00 0.42 $4.15 $2.95 $7.10 $310 $220 $5318.00 7.50 1.00 60.00 60.00 90.00 0.67 $6.67 $2.95 $9.62 $400 $177 $5778.00 10.00 1.00 80.00 80.00 90.00 0.89 $8.89 $2.95 $11.84 $711 $236 $947

22.00 2.50 1.00 55.00 55.00 90.00 0.61 $6.11 $2.95 $9.06 $336 $162 $49822.00 7.00 1.00 154.00 154.00 160.00 0.96 $8.37 $2.60 $10.97 $1,290 $400 $1,69022.00 4.67 2.00 102.74 205.48 108.00 0.95 $9.04 $2.82 $11.86 $1,857 $579 $2,43622.00 5.67 1.00 124.74 124.74 108.00 1.16 $10.97 $2.82 $13.79 $1,369 $352 $1,7205.00 7.00 1.00 35.00 35.00 90.00 0.39 $3.89 $2.95 $6.84 $136 $103 $2395.00 5.67 2.00 28.35 56.70 90.00 0.32 $3.15 $2.95 $6.10 $179 $167 $3465.00 4.67 2.00 23.35 46.70 90.00 0.26 $2.59 $2.95 $5.54 $121 $138 $2595.00 7.50 1.00 37.50 37.50 90.00 0.42 $4.17 $2.95 $7.12 $156 $111 $2675.00 10.00 1.00 50.00 50.00 90.00 0.56 $5.56 $2.95 $8.51 $278 $148 $425

11.33 14.33 12.00 162.36 1,948.31 160.00 1.01 $8.83 $2.60 $11.43 $17,200 $5,066 $22,26611.33 17.83 12.00 202.01 2,424.17 240.00 0.84 $6.69 $2.39 $9.08 $16,222 $5,794 $22,01611.33 10.00 12.00 113.30 1,359.60 108.00 1.05 $9.97 $2.82 $12.79 $13,550 $3,834 $17,3847.00 7.00 1.00 49.00 49.00 90.00 0.54 $5.44 $2.95 $8.39 $267 $145 $4117.00 5.67 2.00 39.69 79.38 90.00 0.44 $4.41 $2.95 $7.36 $350 $234 $5847.00 4.67 2.00 32.69 65.38 90.00 0.36 $3.63 $2.95 $6.58 $237 $193 $4307.00 7.50 1.00 52.50 52.50 90.00 0.58 $5.83 $2.95 $8.78 $306 $155 $4617.00 10.00 1.00 70.00 70.00 90.00 0.78 $7.78 $2.95 $10.73 $544 $207 $751

Subtotal 11,828.11 $89,799 $32,368 $122,167

Total 28,024.64 $217,948 $76,876 $294,824B2010 102 3400B2010 102 3550 South 20.00 10.00 2.00 200.00 400.00 240.00 0.83 $6.63 $2.39 $9.02 $2,650 $956 $3,606

20.00 3.67 2.00 73.40 146.80 90.00 0.82 $8.16 $2.95 $11.11 $1,197 $433 $1,630North 20.00 10.00 2.00 200.00 400.00 240.00 0.83 $6.63 $2.39 $9.02 $2,650 $956 $3,606

20.00 3.67 2.00 73.40 146.80 90.00 0.82 $8.16 $2.95 $11.11 $1,197 $433 $1,630

Subtotal 1,093.60 1.10 $7,694 $2,778 $11,520

Total 29,118.24 $225,643 $79,654 $306,344

Precast Walls - 8" Thick, Textured Accent

R.S. Means Number Description LocationDim 1

(ft.)Dim 2

(ft.) Quantity S.F. Total S.F. Mat. Inst Total Mat. Inst. Total

B2010 146 5100 West Elevation 84 9 2 756 1512 $2.40 $2.54 $4.9433 14 1 462 462 $2.40 $2.54 $4.9433 2 1 66 66 $2.40 $2.54 $4.9452 2 1 104 104 $2.40 $2.54 $4.9418 5 1 90 90 $2.40 $2.54 $4.9485 2 1 170 170 $2.40 $2.54 $4.9410 10 1 100 100 $2.40 $2.54 $4.9440 6 1 240 240 $2.40 $2.54 $4.9423 2 1 46 46 $2.40 $2.54 $4.9411 16 1 176 176 $2.40 $2.54 $4.942 18 1 36 36 $2.40 $2.54 $4.943 62 1 186 186 $2.40 $2.54 $4.941 12.67 1 12.67 12.67 $2.40 $2.54 $4.94

Subtotal 3200.67 $2.40 $2.54 $4.94 $7,682 $8,130 $15,811

North Elevation 8 32 1 256 256 $2.40 $2.54 $4.9417 2 1 34 34 $2.40 $2.54 $4.941 10 2 10 20 $2.40 $2.54 $4.942 16 1 32 32 $2.40 $2.54 $4.942 48 2 96 192 $2.40 $2.54 $4.94

Subtotal 534 $2.40 $2.54 $4.94 $1,282 $1,356 $2,638South

Elevation 27.5 33 1 907.5 907.5 $2.40 $2.54 $4.9410 15 1 150 150 $2.40 $2.54 $4.942 15 1 30 30 $2.40 $2.54 $4.942 7 1 14 14 $2.40 $2.54 $4.944 12 1 48 48 $2.40 $2.54 $4.94

28 2 1 56 56 $2.40 $2.54 $4.94Subtotal 1205.5 $2.40 $2.54 $4.94 $2,893 $3,062 $5,955

Total 4940.17 $11,856 $12,548 $24,404


Composite Panels - Custom Blue and

Grey

R.S. Means Number Description LocationDim 1

(ft.)Dim 2

(ft.) Quantity S.F. Total S.F. Mat. Inst Total Mat. Inst. Total

B2010 146 3450

Steel Corrugated Metal Siding Panel,

20 Ga. Colored 47 44 2 2068 4136 $2.29 $2.92 $5.21 $9,471 $12,077 $21,54924 6 2 144 288 $2.29 $2.92 $5.21 $660 $841 $1,500

Total 4424 $10,131 $12,918 $23,049


R.S. Means Number Description Door # Size Mat. Inst TotalB2030 220 3450 Steel 18 Ga., Hollow Metal 105 3'x7'x1 3/4" $910.00 $233.00 $1,143.00

171A 3'x7'x1 3/4"150A 3'x7'x1 3/4"150B 3'x7'x1 3/4"151A 3'x7'x1 3/4"135A 3'x7'x1 3/4"107A 3'x7'x1 3/4"123C 3'x7'x1 3/4"

Subtotal $7,280.00 $1,864.00 $9,144.00

B2030 220 7800 Alum & Glass, Automatic 100 3'x8'x1 3/4" $5,475.00 $1,175.00 $6,650.00123A 3'x8'x1 3/4"106A 3'x8'x1 3/4"111A 3'x8'x1 3/4"200 3'x8'x1 3/4"300 3'x8'x1 3/4"

Subtotal $32,850.00 $7,050.00 $39,900.00

B2030 220 5300 Overhead Coiling Door 150C 20'x20' $3,350.00 $2,000.00 $5,350.00151C 20'x20'

B2030 220 5100 135C 10'x10' $1,825.00 $975.00 $2,800.00Subtotal $8,525.00 $4,975.00 $13,500.00

Total $48,655.00 $13,889.00 $62,544.00

Unit Cost

R.S. Means Number Description Location Dim 1 (ft.) Dim 2 (ft.) Quantity S.F. Total S.F. Mat. Inst Total Mat. Inst. Total

B2020 220 3000Spandrel Glass Panels, 1/4" glass, 1" thick total West 44 5.67 2 249.48 498.96 $11.20 $6.45 $17.65

20 5.67 2 113.4 226.870 10 1 700 70017 48 1 816 81620 12 1 240 24049 10 1 490 49049 5.67 1 277.83 277.8312 12 4 144 57612 48 1 576 576

Subtotal 4401.59 $49,298 $28,390 $77,688North 20 20 2 400 800

20 8.33 2 166.6 333.222 5.67 1 124.74 124.7416 5.67 2 90.72 181.446 5.67 2 34.02 68.04

18 5.67 2 102.06 204.1218 7.5 1 135 13512 48 1 576 57632 10 1 320 32034 14 1 476 47610 12 1 120 120

Subtotal 3338.54 $37,392 $21,534 $58,925East 18 5.67 1 102.06 102.06

8 5.67 1 45.36 45.36Subtotal 147.42 $1,651 $951 $2,602

South 7 6 1 42 428 6 2 48 968 10 1 80 804 10 1 40 40

32 5.67 1 181.44 181.446 5.67 1 34.02 34.02

19 5.67 1 107.73 107.7322 5.67 2 124.74 249.4818 22 1 396 39620 20 1 400 400

8.33 20 2 166.6 333.2Subtotal 1959.87 $21,951 $12,641 $34,592

Total 9847.42 $110,291 $63,516 $173,807

Total CostCost Per S.F

Aluminum Curtain

WallComposite

Metal Panels

Steel Corrugated

Panels

Total of Wall

System Mat. Inst. Total Mat. Inst. Total

B2010 154 5000Metal Siding Support, 30 ft, 35 ft. Column Spacing

Total 9847.42 4940.17 4424 19211.59 $2.21 $2.48 $4.69 $42,458 $47,645 $90,102


R.S. Means Number Description

SF of Wall Systems

technical assignment #2 – analysis of key …...jetblue training facility orlando international...

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