Technical Assignment #3 – Alternate System and Methods ... · New facilities must not be used as a temporary facility for construction purposes. With the Florida location, temporary

Sarah Lippai Construction Management JetBlue Training Facility Orlando International Airport Primary Faculty Consultant: Dr. Horman Due Date: Monday, November 15th, 2004

Technical Assignment #3 – Alternate System and Methods Analysis

Table of Contents

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

Site Layout Planning…………………………………………………………….. 3

Excavation Plan…………………………………………………………… 4

Superstructure Plan………………………………………………………. 5

Finishes Plan………………………………………………………………… 6

Temporary Utilities……………………………………………………………….. 7 – 8

Detailed Systems Estimate…………………………………………………….. 9– 10

General Conditions Estimate…………………………………………………. 11-12

Research and Analysis Methods……………………………………………...13-14

Appendix A…………………………………………………………………….. A1-11


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Executive Summary Through this technical assignment, I developed a better understanding of the temporary construction needed, the exterior closure system, and the costs related with the project. This was achieved through the Site Layout Planning, Temporary Utilities, Detailed Systems Estimate, General Conditions Estimate. Research methods were discussed for developing methods of analysis on the building enclosure in the Research and Analysis Methods. Site Layout Planning Site Plans for excavation, superstructure, and finish phases are included in this section. A description of the key features is discussed. Temporary Utilities General temporary utility requirements are discussed along with the requirements for concrete, fireproofing, and interior finishes installation. Requirements for the safety and health of employees are discussed for the Florida construction environment. Detailed Systems Estimate A detailed estimate of the exterior closure was prepared following the Assemblies Estimate in Technical Assignment #2. Quantities were taken off from the plans and cost data was obtained from R.S. Means. Spreadsheets with detailed quantities are attached.

General Conditions Estimate An estimate of the General Conditions for the project was developed using project cost data and R.S. Means. These are general costs incurred by Suitt Construction during the project. Research and Analysis Methods A problem statement that identifies the construction issue that I will research is included. The target audience and benefactors will be addressed. Methods of research will be explained along with a draft of the interview questions.


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Site Layout Planning

Site Trailers were located far enough away from the site as to not interfere with daily activities, but with an available view of the entire site. The owner, JetBlue Airways, and his representatives, Tishman Construction, were located in a trailer, while the general contractor, Suitt Construction, and the MEP subcontractors were located closer to the site. Temporary parking was located for staff and visitors adjacent to the owner trailer and laborer parking was located adjacent to the general contractor trailer. Access to the site was via the entrance at the end of Hangar Road and continued through the site to eliminate turnaround areas. Excavation Phase With the Florida location and relatively level ground, deep excavation was not necessary. Support for excavation and large excavation stockpiles were not necessary because of this lack of excavation. Small excavation equipment will be used around the site. JetBlue Airways requested that Suitt Construction keep Hangar Blvd clean of mud and debris. Storage and materials staging areas were set up on the north side of the site, close to the construction trailers and parking areas. Superstructure With the concrete being poured and the structural steel being erected, a third entrance/exit to the site was opened for easy movement around the site. Staging areas were laid out over the site to allow movement of the mobile crane. Dumpster locations were moved to accommodate the laborers better. Finishes Areas were allowed within the building for the staging of finish materials near their locations of installation. Metal for inside the simulator bays was laid out within the simulator areas. Final locations for these materials have not been decided since the building is still weeks away from these stages. Excavation and beginning superstructure phases were laid out based on experience and pictures from the site during the summer. Later superstructure and finish plans were based on conversations with the superintendent


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Temporary Utilities Under each section of the specification, it lists the criteria required for delivery, handling, and storage of the superstructure materials. Temporary Utilities are described in the General Requirements and Supplementary Conditions of the RFP documents. All costs for furnishing the temporary facilities at the site are the responsibility of Suitt Construction. New facilities must not be used as a temporary facility for construction purposes. With the Florida location, temporary heat is not an issue, but cooling can be a major issue for the workers. For the safety of the workers, temporary shade structures are erected to provide protection for them during breaks and lunch. Temporary water will be brought from the water line branches across Hangar Blvd. Temporary light and power are drawn from the main service that will provide power to the Training Facility. Temporary lighting shall be provided for all public areas during construction. All motors and equipment must conform to temporary power characteristics and be grounded, meeting all codes and safety regulations. Temporary ventilation is needed throughout the construction for the comfort and protection of the workers and the drying and curing of materials. This tied in with material management will be demonstrated for various materials for the superstructure. Cast-in-Place concrete is used throughout the building and the site, and was poured during the hottest time of the year in Florida. Cast-in-place was used for foundations, slab on grade, and the simulator slabs. The quality of concrete is especially important in this area, since it will anchor the active simulators providing support to prevent overturning. When the air temperature is between 85-90 degrees Fahrenheit, the mixing and delivery time needs to be reduced from 1-1/2 hours to 75 minutes, and when the temperature is above 90 degrees Fahrenheit it must be cut down to 60 minutes. The temperature of the concrete must be below 90 degrees Fahrenheit at the time of placement requiring that chilled water be added in some instances.


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During the curing process, the contractor is responsible for keeping the concrete moist and free from rain and running water. A moisture curing retaining cover can be placed on the concrete to keep it hydrated. During the numerous rainstorms in Florida, the concrete must be covered with plastic covers to prevent over-hydration. When temperatures exceed 80 degrees Fahrenheit, one test hourly must be done for each composite sample. Sprayed Fire-Resistive Materials must be stored in a dry area without any damages. The area of application must be well ventilated prior to and after application of the sprayed fire-resistive material, using forced-air circulation until the fire-resistive materials dries thoroughly. Temporary enclosure of the area to confine the spraying operations and to protect the environment must be established. The temporary enclosures should also prevent deterioration of the fire-resistive material due to weather, humidity, and ventilation. Adequate protection shall be provided for all interior finish materials, like wood work, doors, drywall, and floor tile. Efforts must be made to keep these materials free from rain, humidity, and overexposure to the sun. Since the building should be mostly enclosed by this stage, the main concern is standing water that may develop within the structure.


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Detailed Estimate: Exterior Closure

To further investigate the cost of the exterior skin of the JetBlue Training Facility, I performed the detailed estimate of the precast panels, metal panels, doors, curtain wall and storefront, and the structural system that holds it in place. A quantity take off was performed, and all unit costs were obtained through R.S. Means. A Summary of the estimate is on the following page, and the detailed breakdown is available in Appendix A. Total Exterior Closure Cost: $1,792,825 Assumptions:

• Modification of an additional 50% in Material Unit Cost for Concrete Precast Panels was made since R.S. Means data was only for 4” thick instead of 8”

• Unit costs for Lightweight angle framing was obtained from

the equivalent of 0.4 lbs is equivalent to one square foot from the assemblies estimate

• Modification factors are estimates from national averages

Detailed Estimate: Exterior Closure

Estimator: Sarah Lippai Thesis 2004-200511.15.04

Description Quantity Units Mat. Labor Equip Total Mat. Labor Equip Total

3450 Plant-Precast Architectural Concrete850.0250 8'x16'x4" thick, smooth gray 42,037.00 SF $9.30 $2.55 $1.57 $13.42 $390,944 $107,194 $65,998 $564,136

850.0500 8'x16'x4" thick, exposed aggregate 1,640.00 SF $10.95 $4.53 $2.80 $18.28 $17,962 $7,431 $4,593 $29,987

850.0800 Insulated Panel, 2" polystyrene, add 43,677.36 SF $1.68 $1.68 $73,37843,677.36 $686,962 $114,625 $70,591 $872,179

5120 Structural Steel260.6950 W8x67 94.00 LF $47.00 $2.05 $1.44 $50.49 $4,418 $193 $135 $4,746260.7560 W18x50 756.00 LF $26.50 $3.00 $1.50 $31.00 $20,034 $2,268 $1,134 $23,436260.7000 W10x49 94.00 LF $31.50 $1.95 $1.37 $34.82 $2,961 $183 $129 $3,273640.0740 W10X39 16.00 LF $23.00 $3.66 $2.58 $29.24 $368 $59 $41 $468260.6850 W8x31 47.00 LF $21.50 $1.86 $1.31 $24.67 $1,011 $87 $62 $1,159750.0750 HSS 6x6x3/8 48.00 EA $183.08 $34.46 $20.41 $237.95 $8,788 $1,654 $980 $11,422260.1900 Steel Pipe, 10"dia x 16' 32.00 EA $560.00 $42.00 $29.50 $631.50 $17,920 $1,344 $944 $20,208

$55,499 $5,788 $3,425 $64,712

440.0400Lightweight Framing, Angle Framing, 4"

and larger 7,684.64 LBS $0.37 $2.06 $0.17 $2.60 $22,848.38 $4,300.61 $2,547.17 $29,696.16$22,848.38 $4,300.61 $2,547.17 $29,696.16

$78,348 $10,089 $5,972 $94,4087410 Metal Roof and Wall Panels

100.1300Aluminum Metal Facing Panel, Smooth,

fluoropolymer finish 43,693.36 SF $5.35 $1.66 $7.01 $26,430 $8,201 $34,631700.0700 Steel Panel, corrugated, 26 ga. 4,424.00 SF $1.15 $1.04 $2.19 $5,088 $4,601 $9,689

48,117.36 $31,518 $12,802 $44,3198110 Steel Doors and Frames

200.1120 Comm. Steel, 18 ga., full panel 8.00 EA $201.00 $31.00 $232.00 $1,608 $248 $1,856250.0100 6" Steel Channel, 3'x7' door frame 8.00 EA $115.00 $92.50 $5.80 $213.30 $920 $740 $46 $1,706550.2650 Steel, 24ga., sectional, manual 2.00 EA $1,350.00 $586.00 $1,936.00 $2,700 $1,172 $3,872

1.00 EA $675.00 $293.00 $968.00 $675.00 $293.00 $968.00$5,903.00 $2,453.00 $46.40 $8,402.40

8410 Metal-Framed Storefronts

140.0500Alum Fram Storefront System, 3/8"

plate glass, commercial grade 7,401.07 SF $12.60 $3.42 $16.02 $62,412.84 $8,328.48 $74,273.96$422,579.99 $113,148.95 $605,253.81

8910 Glazed Alum Curtain Wall

200.0050 Curtain Wall, aluminum, single glazed 2,436.00 SF $28.50 $5.70 $34.20 $69,426.00 $13,885.20 $83,311.20

780.2000Spandrel Glass, insulated, 1/4" thick,

total 1" 640.00 SF $10.15 $4.27 $14.42 $6,496.00 $2,732.80 $9,228.80$75,922.00 $16,618.00 $92,540.00

$1,717,102

5% $85,855$1,802,957

7% $126,207$1,929,164

7% $135,042$2,064,206

78.60% $1,622,466

8.50% $137,910

2% $32,449$1,792,825

Subtotal

Subtotal

Subtotal

Exterior Closure Subtotal

Designers Fee

Contingency

General Conditions

Overhead

Profit

Exterior Closure Total Cost

Unit Costs Total CostsItem Code

Total Steel Doors and Frames

Total Precast

Total Columns

Location Factor: Orlando,FL

Total Metal-Framed Storefronts

Total Glazed Curtain Wall

JetBlue Training Facility

Total Lightweight FramingTotal Structural Steel

Total Metal Roof and Wall Panels

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General Conditions Estimate

General conditions vary from project to project and company to company. Below is an estimate of the General Conditions with data compiles from the JetBlue Estimate and R.S. Means. This estimate does not reflect the final cost of the project General Conditions. The project personnel units were taken from the Staffing Plan created for Technical Assignment #2 and shown below. The cost has not been modified for location, and insurance and bonds are not included. Senior staff, such as the Project Executive, and Senior Estimators were not added into General Conditions, but carried in Home Office Overhead. Costs for the summer intern were taken from the intern budget and did not affect the project. Total General Conditions: $891,473

General Conditions Estimate Detail

Estimator: Sarah Lippai Thesis 2004-200511.15.04

Labor $ Material $ Sub $ Equipment $ Labor $ Material $ Sub $ Equipment $103.000

103.100 Project Manager 2,080 HRS 65.00 135,200.00 135,200103.101 Project Director 1,600 HRS 95.00 152,000.00 152,000103.102 Safety Technician 52 WEEK 1,000.00 52,000.00 52,000103.110 General Superintendent 44 WEEK 1,700.00 74,800.00 74,800103.120 Area Superintendent 60 WEEK 900.00 54,000.00 54,000103.123 Field Engineer 52 WEEK 900.00 46,800.00 46,800103.125 Equipment Man 16 WEEK 500.00 8,000.00 8,000103.129 Project Engineer 2,080 HRS 60.00 124,800.00 124,800103.150 Secretary 48 WEEK 400.00 19,200.00 19,200103.550 Superintendent Truck - 2 24 MO 200.00 800.00 4,800.00 19,200.00 24,000

Total JOB PERSONNEL $202,800 $4,800 $412,000 $19,200 $690,800105.000

105.100 Initial Survey & Check 1 LOT 5,000.00 5,000.00 5,000$5,000 $5,000

107.000107.090 Weekly Clean-up 52 WEEK 200.00 30.00 10,400.00 1,560.00 11,960107.100 Job Clean-up 104,000 SF 0.03 0.01 0.10 3,120.00 1,040.00 10,400.00 14,560107.110 Clean Glass 8,900 SF 0.24 0.02 2,136.00 178.00 2,314107.130 Rubbish Removal 61 PULL 350.00 21,350.00 21,350107.150 Early Cut-On Perm HVAC 4 MO 5,000.00 20,000.00 20,000109.120 Chemical Toilet 12 MO 270.00 3,240.00 3,240110.130 Water, Ice, & Cups 12 MO 125.00 1,500.00 1,500110.140 First Aid Supplies 12 MO 500.00 6,000.00 6,000110.160 Layout Supplies 10 WEEK 50.00 500.00 500110.165 Transit & Level 6 MO 250.00 1,500.00 1,500110.170 Consumables 12 MO 300.00 3,600.00 3,600110.180 Postage 61 WEEK 50.00 3,050.00 3,050110.190 Drug Testing 20 KITS 35.00 700.00 700111.190 Purchase Drawings 75 SETS 200.00 15,000.00 15,000

Total Misc General Requirements $15,656 $36,368 $51,750 $1,500 $105,274120.000

120.100 Travel Expenses 52 WEEK 100.00 5,200.00 5,200Total Project Meetings $5,200 $5,200

130.000130.120 Progress Photos 12 MO 70.00 840.00 840

Total Submittals $840 $840140.000

140.100 Lab Testing 1 LS 15,579.00 15,579.00 15,579Total Quality Contro $15,579 $15,579

150.000150.110 Job Telephone 12 MO 500.00 6,000.00 6,000150.111 Cell Phones 24 MO 200.00 4,800.00 4,800150.120 Light Bill 12 MO 500.00 6,000.00 6,000150.130 Water Bill 12 MO 50.00 600.00 600

Total Temporary Utilities $17,400 $17,400151.000

151.000 Small Tools 12 MO 250.00 3,000.00 3,000151.350 Pump w/Hose 2 MO 375.00 300.00 750.00 600.00 1,350151.385 Lull 4 MO 1,500.00 6,000.00 6,000

Total Job Equipment $750 $9,600 $10,350153.000

153.130 Temporary Job Fence 2,000 LNFT 2.75 5,500.00 5,500Total Barriers $5,500 $5,500

156.000156.170 Slab Barricades 1,200 LNFT 3.00 3.00 3,600.00 3,600.00 7,200

Total Temporary Controls 3,600.00 3,600.00 7,200158.000

158.150 Job Sign 3 EA 400.00 250.00 1,200.00 750.00 1,950Total Job Sign $1,200 $750 $1,950

159.000159.100 Office Trailer 12 MO 500.00 6,000.00 6,000159.105 Trailer Set-up/Take-down 1 LOT 600.00 600.00 600.00 600.00 1,200159.110 Job Tool House 12 MO 115.00 1,380.00 1,380159.120 Safety Supplies 12 MO 300.00 3,600.00 3,600159.200 Office Supplies 12 MO 150.00 1,800.00 1,800159.201 Computers 12 MO 450.00 5,400.00 5,400159.202 Computer Hook Ups 14 MO 500.00 7,000.00 7,000

Total Field Offices & Sheds $600 $2,400 $16,000 $7,380 $26,380Total General Conditions $222,656 $48,368 $530,769 $37,680 $891,473

Item Total $

JetBlue Training Facility

JOB PERSONNEL

FIELD ENGINEERING

Unit Costs Total Costs

Total Field EngineeringMISC GENERAL REQUIREMENTS

PROJECT MEETINGS

SUBMITTALS

TEMPORARY CONTROLS

PROJECT SIGNS

FIELD OFFICES & SHEDS

Item Code Description Quantity

QUALITY CONTROL

TEMPORARY UTILITIES

JOB EQUIPMENT

BARRIERS

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Research and Analysis Methods

Element of Research Concrete structural systems are predominantly used in the Florida area. Concrete tilt-up panels are a cost effective and widely used system in the central Florida area. However, the JetBlue Training Facility uses an aluminum composite and steel corrugated panel system with precast concrete panel system. After talking with Paul Wood, the Project Manager for JetBlue Airways, this summer, he mentioned about how the use of tilt-up concrete panels could have been another option for the construction of the facility. I would like to consider the cost comparison between these two systems. Having Rubin and Rotman Architects, the architect who performed the base design for the facility, from Canada may have affected the design of the structural system. They were chosen based on their knowledge of designing Simulator facilities, not on their familiarity with the Orlando International Airport area. Through my research, I would like to get a better understanding of the reasons for choosing the metal panel and precast panel system. With this research, I would like to give a better understanding to JetBlue staff and introduce another option for future construction with the JetBlue Facility team. Research Steps As I research this topic, my first contact will be Paul Wood. He can provide me with some of the reasons behind the system chosen, if it was a JetBlue or Rubin & Rotman decision. I will also consult with Tom Reilly, Randy Winger, and Bryan Pickens at Suitt Construction Company to learn more about the two systems and the differences between them. Along with interviews with the professionals in the industry, I plan on researching concrete and engineering journals to find more information about the benefits of these systems.


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In Technical Assignment #2, I performed an Assemblies estimate using R.S. Means on the exterior closure of the building. Also in Technical Assignment #3, I performed a detailed estimate of the same system. Hopefully between these two estimates, I can obtain a cost comparison to the alternative concrete tilt-up panel system. Interview Questions

1. In the original design phases, were concrete tilt-up panels an option? If so, why were they not chosen?

2. Are concrete tilt-up panels usually the method of construction for this type

of building in the area?

3. What are the advantages of using metal panels in conjunction with concrete precast panels for the exterior closure?

4. With the cement shortage that occurred this past summer, was it a better

choice to have designed with metal panels for part of the construction?

5. Did the northern influence of Rubin & Rotman affect the design of the structure?

6. Did Rubin & Rotman’s experience building Simulator Facilities, influence

the decision to construct using metal panels and precast?

7. Do you think it is detrimental to the project having original design architects from outside the Florida area?

8. In the future, should more of the original design been open to the

Design/Builder?

9. Considering productivity and equipment, does one system fit the project schedule better?

10. Considering the needs of the project, is one system more appropriate?

11. Was cost a consideration when choosing metal and concrete precast

panels over concrete tilt-up panels?

12. If the facility was being built again, would you have constructed it differently in regards to the exterior skin?

11.14.04 Detailed Exterior Closure Estimate JetBlue Training FacilityThesis 2004-05

Item Code Description Location Dim 1 (ft.) Dim 2 (ft.) Quantity S.F. Total S.F. Mat. Labor Equip Total

8410 Metal-Framed Storefronts

140.0500Alum Fram Storefront System, 3/8"

plate glass, commercial grade West 10 70 1 700 700 $12.60 $3.42 $16.025.67 45 2 255.15 510.35.67 20 2 113.4 226.810 48 1 480 480

5.67 48 1 272.16 272.1612.67 13 4 164.71 658.84

14 20 1 280 280Subtotal 3128.1 $39,414.06 $10,698.10 $50,112.16

North 20 20 1 400 4008.25 20 2 165 33017.5 22 1 385 3855.67 22 1 124.74 124.745.67 16 2 90.72 181.445.67 6 2 34.02 68.045.67 18 2 102.06 204.127.5 18 1 135 13510 32 1 320 320

Subtotal 2148.34 $27,069.08 $7,347.32 $34,416.41East 5.67 18 1 102.06 102.06

5.67 9 1 51.03 51.03Subtotal 153.09 $1,928.93 $523.57 $2,452.50

South 4 10 1 40 408 10 1 80 807 7.5 1 52.5 52.57 5.67 1 39.69 39.697 12.67 1 88.69 88.69

5.67 32 1 181.44 181.445.67 6 1 34.02 34.025.67 19 2 107.73 215.465.67 22 1 124.74 124.7417.5 22 1 385 3858.25 20 2 165 33020 20 1 400 400

Subtotal 1971.54 $24,841.40 $6,742.67 $31,584.07

Total Store Front 7401.07 $93,253.48 $25,311.66 $118,565.14

Costs

A 10


Item Code Description LocationDim 1 (ft.) Dim 2 (ft.) Quantity SQ.FT Total SF Mat. Labor Equip Total

3450Plant-Precast Architectural

Concrete 1.50 $9.30 $2.55 $1.57 $13.42850.0250 8'x16'x4" thick, smooth gray West 7.00 44.00 2.00 308.00 924.00

5.67 14.00 2.00 79.38 238.144.67 44.00 6.00 205.48 1,849.327.50 10.00 2.00 75.00 225.007.50 8.00 2.00 60.00 180.002.50 10.00 1.00 25.00 37.502.50 8.00 1.00 20.00 30.007.67 8.00 1.00 61.36 92.045.67 6.00 4.00 34.02 204.124.67 6.00 3.00 28.02 126.09

Subtotal 3,906.21 $36,327.75 $9,960.84 $6,132.75 $52,421.34North 14.00 11.00 12.00 154.00 2,772.00

17.75 11.00 12.00 195.25 3,514.5010.00 11.00 12.00 110.00 1,980.0014.00 6.00 1.00 84.00 126.0017.75 6.00 1.00 106.50 159.7510.00 6.00 1.00 60.00 90.0022.00 7.00 1.00 154.00 231.0022.00 4.67 2.00 102.74 308.2222.00 5.67 1.00 124.74 187.1116.00 7.00 1.00 112.00 168.0016.00 4.67 2.00 74.72 224.1616.00 7.50 1.00 120.00 180.0010.00 7.00 1.00 70.00 105.0010.00 5.67 2.00 56.70 170.1010.00 4.67 2.00 46.70 140.1010.00 7.50 1.00 75.00 112.5010.00 10.00 1.00 100.00 150.006.00 7.00 1.00 42.00 63.006.00 5.67 2.00 34.02 102.066.00 4.67 2.00 28.02 84.066.00 7.50 1.00 45.00 67.506.00 10.00 1.00 60.00 90.0010.00 7.00 1.00 70.00 105.0010.00 4.67 2.00 46.70 140.1010.00 7.50 1.00 75.00 112.5010.00 10.00 1.00 100.00 150.004.00 7.00 1.00 28.00 42.004.00 5.67 2.00 22.68 68.044.00 4.67 2.00 18.68 56.044.00 7.50 2.00 30.00 90.004.00 2.50 2.00 10.00 30.00

CostsMaterial Adjust

(%)

A 1



18.00 7.00 1.00 126.00 189.0018.00 4.67 2.00 84.06 252.1818.00 7.50 1.00 135.00 202.5018.00 2.50 2.00 45.00 135.003.00 7.00 1.00 21.00 31.503.00 5.67 2.00 17.01 51.033.00 7.50 2.00 22.50 67.503.00 2.50 2.00 7.50 22.5030.00 7.00 1.00 210.00 315.0030.00 5.67 2.00 170.10 510.3030.00 4.67 2.00 140.10 420.3030.00 6.00 1.00 180.00 270.00

Subtotal 14,285.55 $132,855.62 $36,428.15 $22,428.31 $191,712.08East 10.00 7.00 6.00 70.00 630.00

10.00 7.33 3.00 73.30 329.8510.00 2.50 3.00 25.00 112.5010.00 4.67 4.00 46.70 280.2010.00 5.67 2.00 56.70 170.104.00 7.00 2.00 28.00 84.004.00 5.67 2.00 22.68 68.044.00 4.67 2.00 18.68 56.044.00 2.50 2.00 10.00 30.004.00 7.33 1.00 29.32 43.988.00 6.00 2.00 48.00 144.008.00 5.67 4.00 45.36 272.168.00 4.67 4.00 37.36 224.168.00 7.67 2.00 61.36 184.088.00 7.33 2.00 58.64 175.928.00 2.50 2.00 20.00 60.0011.00 6.00 2.00 66.00 198.0011.00 5.67 2.00 62.37 187.1111.00 4.67 2.00 51.37 154.1111.00 7.67 2.00 84.37 253.1111.00 7.33 2.00 80.63 241.8911.00 2.50 2.00 27.50 82.508.33 7.00 3.00 58.31 262.408.33 5.67 6.00 47.23 425.088.33 4.67 6.00 38.90 350.118.33 7.50 6.00 62.48 562.288.33 2.50 6.00 20.83 187.434.67 7.00 1.00 32.69 49.044.67 5.67 2.00 26.48 79.444.67 7.50 2.00 35.03 105.084.67 2.50 2.00 11.68 35.03

Material Adjust

(%)

Costs

A 2


Item Code Description LocationDim 1 (ft.) Dim 2 (ft.) Quantity SQ.FT Total SF Mat. Labor Equip Total4.67 4.67 2.00 21.81 65.43

Subtotal 6,103.03 $56,758.21 $15,562.73 $9,581.76 $81,902.71South 9.00 7.00 2.00 63.00 189.00

9.00 5.67 4.00 51.03 306.189.00 4.67 4.00 42.03 252.189.00 7.50 4.00 67.50 405.009.00 2.50 2.00 22.50 67.508.00 7.00 1.00 56.00 84.008.00 5.67 2.00 45.36 136.088.00 4.67 2.00 37.36 112.088.00 7.50 2.00 60.00 180.008.00 2.50 1.00 20.00 30.0010.00 2.50 4.00 25.00 150.0010.00 7.00 4.00 70.00 420.0010.00 4.67 8.00 46.70 560.4010.00 5.67 2.00 56.70 170.1010.00 7.50 8.00 75.00 900.0010.00 2.50 4.00 25.00 150.0010.00 10.00 6.00 100.00 900.0010.00 7.00 6.00 70.00 630.006.00 2.50 1.00 15.00 22.506.00 7.00 1.00 42.00 63.006.00 5.67 2.00 34.02 102.066.00 4.67 2.00 28.02 84.0619.00 2.50 1.00 47.50 71.2519.00 7.00 1.00 133.00 199.5019.00 4.67 2.00 88.73 266.1919.00 7.50 1.00 142.50 213.7519.00 10.00 1.00 190.00 285.008.00 2.50 1.00 20.00 30.008.00 7.00 1.00 56.00 84.008.00 5.67 2.00 45.36 136.088.00 4.67 2.00 37.36 112.088.00 7.50 1.00 60.00 90.008.00 10.00 1.00 80.00 120.0022.00 2.50 1.00 55.00 82.5022.00 7.00 1.00 154.00 231.0022.00 4.67 2.00 102.74 308.2222.00 5.67 1.00 124.74 187.115.00 7.00 1.00 35.00 52.505.00 5.67 2.00 28.35 85.055.00 4.67 2.00 23.35 70.055.00 7.50 1.00 37.50 56.255.00 10.00 1.00 50.00 75.00

Material Adjust

(%)

Costs

A 3



11.33 14.33 12.00 162.36 2,922.4611.33 17.83 12.00 202.01 3,636.2511.33 10.00 12.00 113.30 2,039.407.00 7.00 1.00 49.00 73.507.00 5.67 2.00 39.69 119.077.00 4.67 2.00 32.69 98.077.00 7.50 1.00 52.50 78.757.00 10.00 1.00 70.00 105.00

Subtotal 17,742.17 $165,002.18 $45,242.53 $27,855.21 $238,099.93

Total Smooth Gray 42,036.96 $390,943.76 $107,194.26 $65,998.03 $564,136.05

850.05008'x16'x4" thick, exposed

aggregate $10.95 $4.53 $2.80 $18.28South 20.00 10.00 2.00 200.00 600.00

20.00 3.67 2.00 73.40 220.20North 20.00 10.00 2.00 200.00 600.00

20.00 3.67 2.00 73.40 220.20

Total Exposed Aggregate 1,640.40 $17,962.38 $7,431.01 $4,593.12 $29,986.51

Subtotal Precast 43,677.36 $408,906.14 $114,625.27 $70,591.15 $594,122.56

850.0800Insulated Panel, 2" polystyrene,

add $1.68 $1.68Total Precast 43,677.36 $686,962.32 $114,625.27 $70,591.15 $872,178.74

Material Adjust

(%)

Costs

A 4


Item Code Description Column Type Dim 1 (ft.) Length (ft.) Quantity Unit Total Unit Mat. Labor Equip Total Mat. Labor Equip Total

5120 Structural Steel Columns260.6950 W8x67 SC1 W8x67 47 2 L.F. 94 $47.00 $2.05 $1.44 $50.49 $4,418.00 $192.70 $135.36 $4,746.06260.7560 W18x50 SC3 W18x50 42 18 L.F. 756 $26.50 $3.00 $1.50 $31.00 $20,034.00 $2,268.00 $1,134.00 $23,436.00260.7000 W10x49 SC4 W10x49 47 2 L.F. 94 $31.50 $1.95 $1.37 $34.82 $2,961.00 $183.30 $128.78 $3,273.08640.0740 W10X39 SC5 W10X39 16 1 L.F. 16 $23.00 $3.66 $2.58 $29.24 $368.00 $58.56 $41.28 $467.84260.6850 W8x31 SC6 W8x31 47 1 L.F. 47 $21.50 $1.86 $1.31 $24.67 $1,010.50 $87.42 $61.57 $1,159.49750.0750 HSS 6x6x3/8 SC7 HSS 6x6x3/8 16 3 EA 48 $183.08 $34.46 $20.41 $237.95 $8,787.84 $1,654.08 $979.68 $11,421.60260.1900 Steel Pipe, 10"dia x 16' SC9 10" Dia. Pipe 16 2 EA 32 $560.00 $42.00 $29.50 $631.50 $17,920.00 $1,344.00 $944.00 $20,208.00

Total Structural Steel $55,499.34 $5,788.06 $3,424.67 $64,712.07

Costs Total Costs

A 5


Item Code Description System Supported SFConversion (.4lbs/1SF) LBS Mat. Labor Equip Total

5120 Structural Steel

440.0400Lightweight Framing, Angle

Framing, 4" and larger Alum. Curtain Wall/Storefront 9847.42 0.4 3938.968 $0.37 $2.06 $0.17 $2.60Composite Alum Panel 4940.17 0.4 1976.068Steel Corrugated Pane 4424 0.4 1769.6

Total Lightweight Framing 7684.636 $2,843.32 $15,830.35 $1,306.39 $19,980.05

Costs

A 6


Item Code Description LocationDim 1

(ft.)Dim 2

(ft.) Quantity S.F. Total S.F. Mat. Labor Equip Total7410 Metal Roof and Wall Panels

100.1300Aluminum Metal Facing Panel, Smooth, fluoropolymer finish West Elevation 84 9 2 756 1512 $5.35 $1.66 $7.01

33 14 1 462 46233 2 1 66 6652 2 1 104 10418 5 1 90 9085 2 1 170 17010 10 1 100 10040 6 1 240 24023 2 1 46 4611 16 1 176 1762 18 1 36 363 62 1 186 1861 12.67 1 12.67 12.67

Subtotal 3200.67 $17,123.58 $5,313.11 $22,436.70

North Elevation 8 32 1 256 25617 2 1 34 341 10 2 10 202 16 1 32 322 48 2 96 192

Subtotal 534 $2,856.90 $886.44 $3,743.34South

Elevation 27.5 33 1 907.5 907.510 15 1 150 1502 15 1 30 302 7 1 14 144 12 1 48 48

28 2 1 56 56Subtotal 1205.5 $6,449.43 $2,001.13 $8,450.56

Total Aluminum Panel 4940.17 $26,429.91 $8,200.68 $34,630.59

Costs

A 7


Item Code Description LocationDim 1

(ft.)Dim 2

(ft.) Quantity S.F. Total S.F. Mat. Labor Equip Total

700.0700 Steel Panel, corrugated, 26 ga. 47 44 2 2068 4136 $1.15 $1.04 $2.1924 6 2 144 288

Total Steel Panel 4424 $5,087.60 $4,600.96 $9,688.56

Costs

A 7


Item Code Description Door # Size Mat. Labor Equip Total8110 Steel Doors and Frames

200.1120 Comm. Steel, 18 ga., full panel 105 3'x7'x1 3/4" $201.00 $31.00 $232.00171A 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 Steel Doors $1,608.00 $248.00 $1,856.00

250.0100 6" Steel Channel, 3'x7' door 3'x7' $115.00 $92.50 $5.80 $213.30

Subtotal Door Frames $920.00 $740.00 $46.40 $1,706.40

8360 Overhead Doors550.2650 Steel, 24ga., sectional, manual 150C 20'x20' $1,350.00 $586.00 $1,936.00

151C 20'x20' $1,350.00 $586.00 $1,936.00135C 10'x10' $675.00 $293.00 $968.00

Subtotal OHC Doors $3,375.00 $1,465.00 $4,840.00

Total Doors $5,903.00 $2,453.00 $46.40 $8,402.40

Unit Cost

A 9


Item Code Description Location Dim 1 (ft.) Dim 2 (ft.) Quantity S.F. Total S.F. Mat. Labor Equip Total8910 Glazed Alum Curtain Wall

200.0050Curtain Wall, aluminum, single

glazed West 34 18 1 612 612 $28.50 $5.70 $34.2012 48 1 576 576

Subtotal 1188 $33,858.00 $6,771.60 $40,629.60North 12 48 1 576 576

14 48 1 672 672Subtotal 1248 $35,568.00 $7,113.60 $42,681.60

Total Curtain Wall 2436 $69,426.00 $13,885.20 $83,311.20

8810 Glass

780.2000Spandrel Glass, insulated, 1/4"

thick, total 1" West 10 18 2 180 360 $10.15 $4.27 $14.42

North 10 14 2 140 280Total Spandrel Glass 640 $6,496.00 $2,732.80 $9,228.80

Costs

A 11

Documents

Technical Assignment #3 – Alternate System and Methods ... · New facilities must not be used as a temporary facility for construction purposes. With the Florida location, temporary