D-Profiler Deliverable Project Example

CONCEPTUAL COST MODEL

Project ExampleDallas, TX

2008.06.20

PROJECT COST SUMMARYCONCEPTUAL COST ESTIMATE

July 21, 2008

Project Example Revision # None

Dallas 8:11 AM

Texas

DESCRIPTION QUANTITY U.M. $/U.M. SUBTOTAL

1.) Office 215,568 SF $129.92 $28,006,494.35

2.) Garage 270,433.0 SF $43.12 $11,660,447.46

3.) Retail - Feature 6,184.0 SF $305.67 $1,890,239.44

4.) Retail 6,076.0 SF $144.29 $876,699.62

5.) Residential 213,144.0 SF $144.16 $30,726,690.64

6.) Site 4.9 SF $337,286.87 $1,652,705.69

PROJECT TOTAL $74,813,277.19

DPROFILER DISCLAIMER:

The illustrated cost model represents the assumptions for the cost estimate developed in Dprofiler. It is not intended to convey an architectural

design solution and makes basic assumptions about zoning and code requirements which should be confirmed by a design professional.

1807 Ross Avenue Suite 500 Dallas, Texas 75201-8006 214.303.6200 Fax: 214.303.6300 beckgroup.com

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lobby

loading

leasablearea

leasablearea

serviceelev.

leasablearea

6.0 % slope

Level 1

Garage: 53,900 GSF (865 Cars)Office: 16,900 GSFRetail: 6,472 GSF

Podium: 55,710 GSFRetail (Feature): 6,568 GSF

leasingoffice

fitnesscenter

leasablearea

leasablearea

Mixed UseScheme A – Floor Plan - Cost Model Basis

Not To Scale

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lobby

leasablearea

serviceelev.

6.0 % slope

6.0 % slope

Level 2

Garage: 53,900 GSF (865 Cars)Office: 16,900 GSF

Residential: 53,359 GSF

Mixed Use

Not To Scale

Scheme A – Typical Elevated Plan - Cost Model Basis

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lobby

leasablearea

leasablearea

serviceelev.

Level 6

Office: 26,400 GSF

Mixed Use

Not To Scale

Scheme A – Roof Level Elevated Plan - Cost Model Basis

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Mixed UseScheme A – Site Plan

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Mixed UseScheme A - Images

SouthWest Aerial

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SouthEast Aerial

8

Mixed useScheme A - Images

NorthEast Aerial

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NorthWest Aerial

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Project Example - Design Criteria & Estimate Clarifications

This document is a Design Criteria for the proposed mixed use facility. The Design Criteria describes the performance requirements, level of quality, and operational expectations of the constructed facility at a global level. It is important to understand that the criteria and clarifications included in this project are based on the available information, in addition to many key assumptions that must be made in order to create a conceptual cost estimate. These criteria can be revised and/or adjusted to better meet the project needs and design intent for the project, but provide a concrete baseline for performance, aesthetics, and overall expectations while aligning to a specific cost estimate.

I. GENERAL PROJECT PARAMETERS

1.) The project shall consist of 4 major buildings containing a total of 440972.60 Gross Square Feet. This number includes all gross square footage contained with in the project, excluding square footage contained within the Parking Structures. Some buildings contain more than one occupancy type. For building specific GSF calculations refer to the Building Programming Requirements section below.

2.) The project location is based in Dallas, TX.3.) The project shall contain necessary and required systems to be an operational facility as determined by the criteria

and information provided by The Beck Group. These systems include but are not limited to the foundations, superstructure, exterior skin system, interior construction and finishes, mechanical and electrical systems, equipment, furnishings, and site work required to support these programming requirements.

4.) The project shall consist of new construction on a pre-determined site. (See specific site related information in Section III. Site Programming Requirements)

5.) The facility is expected to be designed to comply with all required building and energy codes applicable to the project location.

6.) The facility is expected to be designed to meet Americans with Disabilities Act (ADA) compliance.

II. BUILDING PROGRAMMING REQUIREMENTS

1.) The Office building contains approximately 215,568GSF. The gross square foot calculation includes all conditioned building areas.

2.) The Parking Structure building contains approximately 270,433 GSF. The gross square foot calculation includes all square footage in the parking structure but is not included in the overall project square footage.

3.) The Retail Feature building contains approximately 6,184 GSF. The gross square foot calculation includes all conditioned building areas.

4.) The Retail portion of the Residential building contains approximately 6,076 GSF. The gross square foot calculation includes all conditioned building areas.

5.) The Residential Parking Podium portion of the Residential building contains approximately 55,706 GSF. The gross square foot calculation includes all square footage in the parking podium, but is not included in the overall project square footage.

6.) The Residential portion of the Residential building contains approximately 211,975 and1,169GSF. The gross square foot calculation includes all conditioned building areas.

7.) The Office building consists of 10 levels which includes 10 levels of elevated structure. The floor to floor heights for these levels are typically 14.

8.) The Parking Structure consists of 4Levels which includes 1 level at grade and 4 additional levels of elevated structure. The floor to floor heights for these levels are typically 14’-0”.

9.) The Retail Feature consists of 1 level which includes 1level at grade. The floor to floor height for this level is 28’-0”.10.)The Retail portion of the Residential building consists of 1 level which includes 1level at grade. The floor to floor

height for this level is 11’-6”.11.)The Residential Parking Podium portion of the Residential building consists of 1 levels which includes 1 level at

grade and 1 level of podium construction. The floor to floor heights for these levels are typically 11’-6”.12.)The Residential portion of the Residential building consists of 4Levels which includes 4 levels of elevated structure.

The floor to floor heights for these levels are typically 11.5.

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III. SITE PROGRAMMING REQUIREMENTS

1.) This site is estimated to be 4.89 acres.2.) Applicable site parking counts are derived from a parking ratio of 4:1000. Actual parking requirements must be

verified with the Jurisdiction Having Authority (JHA).3.) Parking spaces are based upon a standard 9’x18’ dimension.4.) Drive aisles are 24’ wide.5.) Parking area construction is based upon a 6" Paving on 6"-6% Lime at Paving.7.) Required ratio of landscape/hardscape has not been identified and will be subject to JHA.8.) A depressed truck dock is not included. However the building does have an at grade loading area with loading

dock equipment.9.) It is assumed that any potential site is zoned appropriately for the proposed building type.10.) A soils report shall be obtained from a qualified local geotechnical engineer and provided to the architect and

contractor. The report shall be a complete site analysis including recommendations for structural foundation systems, building pad preparation, sub-grade and paving designs. Such final recommendations may modify the following criteria and assumptions.

IV. GENERAL PROJECT REQUIREMENTS

1.) The pricing included in this estimate represents a conceptual budget based on specific design parameters. Any change in the programming requirements including project location, building space requirements, site programming requirements, design criteria and estimate clarifications will require a revision to the conceptual budget in order to maintain alignment between the cost estimate and the design criteria.

2.) A certified survey shall be required prior to construction and is included in the cost estimate.3.) Third party independent testing is required and is the responsibility of the owner. The scope of work for

independent testing includes: Soils Testing, Concrete Strength Testing, Steel Weld and Bolt Testing.4.) State sales tax on materials is included in the direct costs of the project, however prepaid use tax for city and

county are excluded from the estimate.5.) All permitting fees are excluded from the estimate.6.) All general conditions and other breakdowns are for accounting purposes only.7.) The proposed schedule is for budgeting purposes. Should the project move forward into construction, an actual

schedule shall be created to reflect land purchasing and development, site specific requirements, and building activities that reflect the customer’s specific programming requirements.

8.) Escalation is included in the final pricing at the following rate. Due to specific project phasing requirements, the escalation varies and should be referenced specifically for each phase.

A. FOUNDATION AND SLAB ON GRADE

A10 – FoundationsRetaining Systems1.) The project does not include a retention system. Pad Preparation1.) The building pad and sub-grade preparation for all buildings include Over-Excavate for Slab (4' Depth), Moisture

Condition at Building Fill (Default 3' Depth), and Select Fill at Building Pad (1' Depth). 2.) Rock excavation is excluded from the estimate.Foundation1.) The foundation for all buildings shall be Drilled Pier Turnkey (Spoil Haul-off included). The exterior pier diameter is

36"; the interior pier diameter is 36". The piers are assumed to be 30' deep.2.) Casing of piers has been excluded from the estimate.3.) A 3'x3'x2' pier cap will be provided at all piers.Slab on Grade1.) The slab on grade shall be 5" thick with #3 re-bar at 18" o.c. for additional strength and placed on 12" of select fill

material. A vapor barrier will be provided for slab on grade conditions.

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2.) All foundation concrete shall be 3000psi concrete with 20% fly-ash content or as indicated by the structural engineer.

3.) The slab on grade floor loading structural criteria shall be based on a 3,000psi concrete.4.) A subsoil drainage system shall be provided to remove any extraneous and residual water from beneath the slab.5.) All concrete mix designs for this project shall be approved by the structural engineer or civil engineer in

consultation with the selected independent testing agency.6.) Carton forms below the slab on grade are not included in the estimate.

B. SUPERSTRUCTURE

B10 - Building SuperstructureGeneral1.) It is assumed that the building superstructure is designed to meet minimum "code" requirements for seismic

criteria and wind loading based on the location of the project.2.) The structure shall be designed and approved by a Structural Engineer. However, for pricing purposes the load

criteria is based on 50PSF including live and dead loads.Columns1.) The building frames for the Office, Parking Structure, Residential Parking Podium and Retail Building shall be

supported by columns and are assumed to be 24x24 CIP.2.) The building frames for the Retail Feature Building shall be supported by columns and are assumed to be

Structural Steel.3.) The building frames for the Residential Building shall be supported by framed walls and are assumed to be a

Wood Framed Superstructure (Incls Ext & Int Walls, Sheathing, Joists, Deck, & Stairs).Elevated Structured Slabs1.) The building framing for the Office, Parking Structure, Residential Parking Podium and Retail Building shall consist

of a Concrete Pan Form, One Way Joist System, Includes Dropped Beams, 1CF/1SF, 6lbs/SF, 6000PSI frame including columns and joist/girders/beams.

2.) Sheer walls are included in the cost estimate.3.) The building framing for the Retail Feature shall consist of a Structural Steel Joist/Girder - F&I /tn frame including

columns, joist/girders, and roof.4.) The building framing for the Residential Building shall consist of a Wood Framed Superstructure (Incls Ext & Int

Walls, Sheathing, Joists, Deck, & Stairs) frame. 5.) The roof structure for the Office, Parking Structure, Residential Parking Podium, and Retail Building is estimated to

be CIP Concrete Elevated Deck.6.) EMI/RFI Shielding has been excluded.

B20 - Exterior Enclosure1.) Materials used in the exterior skin system at the Office Building include Exterior Brick, Composite Metal Panels,

and Curtainwall System.2.) The exterior skin system of the office is constructed using Ext Framing/Sheathing on metal studs.3.) Materials used in the exterior skin system at the Parking Structure include Exterior Brick and Curtainwall System.4.) The exterior skin system of the Parking Structure is constructed using CMU Block Back-up for Exterior Skin

Systems.5.) Materials used in the exterior skin system at the Retail Feature Building include Exterior Brick, Curtainwall System,

Composite Metal Panels, and Stucco.6.) The exterior skin system of the Retail Feature Building is constructed using Ext Framing/Sheathing on metal

studs.7.) Materials used in the exterior skin system at the Residential Building include a blend of Exterior Brick – 50%, EIFS

– 40%, and Punched Openings - Exterior Windows – 10%.8.) The exterior skin system of the Residential Building is constructed using on a wood frame superstructure.9.) The main entry doors of the Office Building shall be a Revolving Door and Storefront Entry Doors.10.) All exterior doors, with the exception of the storefront main entry vestibule will be 16 gauge hollow metal doors

with 14 gauge hollow metal welded door frames.11.) The exterior wall system may or may not include insulation and 1 layer of gypsum wall board. Refer to Section C:

Interior Construction and Finishes for additional detail.

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B30 – Roofing1.) Roof construction shall be pitched (minimum of ¼” per foot) to provide proper drainage to the roof drainage

system.2.) Internal roof drains are provided.3.) A Modified Bitumen roof is included in the estimate with associated walk pads, blocking, and insulation for the

Office Building, Retail Feature Building, and the Residential Building.4.) A Standing Seam Metal roof is included in the estimate for portions of the Residential Building.5.) A 60 Mil PVC Fully Adhered roof is included in the estimate for portions of the Residential Building.6.) The roof insulation value shall be a minimum R19.7.) A painted metal coping cap is provided around the perimeter of the roof at the top of the parapet wall.8.) Equipment curbing and roof penetrations shall be coordinated between the roof system and all applicable

mechanical, plumbing, electrical and fire protection systems, and installed per the manufacturer’s recommended details.

9.) The roof shall carry a manufacturer’s ten-year NDL warranty against leaks and other failures. 10.) Roof Davits have been provided at the office building.

C. INTERIOR CONSTRUCTION AND FINISHES

C10 - Interior ConstructionGeneral1.) The scope of work for interior construction includes core only for the office and garage, no interior finishes in the

retail buildings, and core/shell/interior finishes (complete) in the residential building.2.) In general, finish out of the following spaces in the office building are included: Core Corridors, Mechanical

Rooms, Electrical Rooms, Lobbies, Elevators, Stairs.Demising and Plenum Partition Types1.) Typically all interior demising and plenum partitions shall be constructed as 1 hour rated walls using 3-5/8” light

gauge metal framing and sheathed with 1 layer of 5/8” Type “X” gypsum wall board. 2.) All interior demising partitions shall extend from finish floor elevation to the bottom of the roof deck.Shaft Wall Partition Types1.) Typically all shaft walls shall be constructed as 1 hour rated walls using 3-5/8” light gauge metal framing and

sheathed with 1 layer of 5/8” Type “X” gypsum wall board.2.) The interior surface of the exterior walls shall be constructed using 1 layer of 5/8” Type “X” gypsum wall board.Miscellaneous1.) Interior columns in lease spaces shall remain exposed unless noted otherwise.2.) All interior doors shall be 3’-0” x 7’-0”, wood veneer, commercial quality, with 14 gauge hollow metal, welded and

painted frames. No side-lites, windows, or openings are included in interior doors.3.) All restrooms shall be constructed to receive a painted gypsum board ceiling.

C15 - Specialties1.) Surface mounted cabinets with 10lb Fire Extinguishers are included in the estimate at a rate of 1 per 3000SF of

floor area.2.) Men’s and women’s restrooms shall contain the following specialty items:

A.) Unframed mirrorsB.) Toilet tissue holdersC.) Paper towel dispensers with integral waste basketsD.) Sanitary napkin disposal units.E.) Toilet partitionsF.) Soap dispensersG.) Grab bars for handicap stalls.

3.) All toilet accessories to be commercial-grade, brushed stainless steel equal to Bobrick.4.) Ceiling mounted toilet partitions are included and shall be equal to Sanymetal Products Corporation. Addtionally,

miscellaneous steel required to support the toilet partitions is included.5.) Code minimum building signage is included.6.) Loading dock levelers, bumpers and dock seals are included (Reference Section D10 –Conveying).

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7.) Entry door pedimats or similar are included in the cost estimate.8.) Aluminum mini-blinds are excluded for the lease spaces.

C30 - Interior FinishesGeneral1.) All interior exposed steel and ferrous metals, such as personnel doors, stairs, handrails, pipe bollards, etc. shall be

given one coat of rust inhibiting metal primer and two coats of a high gloss paint.2.) All painted gypsum board partitions and ceilings shall receive one coat of primer, and two coats of a commercial

grade, eggshell latex paint with a light texture.3.) All painted finished shall extend from the finished floor to areas above the finish ceiling elevation.4.) An allowance of $150/SF is provided for finish-out of the walls, floors and ceilings of the lobby areas.Wall Finishes1.) All interior partitions of core areas including the main corridors, mechanical, electrical and storage rooms are to be

taped, floated, sanded, textured and painted to achieve a Level 4 finish.2.) All core area restrooms shall contain a 4’ high wainscot of ceramic tile on all walls.3.) Lease spaces shall remain unfinished and do not include insulation or gypsum wall board.Floor Finishes1.) Core areas such as main corridors shall receive a commercial grade carpet tile finish and 2-1/2” high flat rubber

base.2.) Core area restrooms shall receive a thin set ceramic tile floor finish with marble thresholds and 2-1/2” high flat

rubber base.3.) Other core areas such as mechanical, electrical, and storage rooms shall be cleaned and finished with a concrete

sealer.4.) Lease spaces shall remain unfinished.Ceiling Finishes1.) The ceilings of the main corridors shall received a continuous grid, 24” x 24” factory finished, white, T-bar

suspension system, and sound absorbing acoustical tile (non-tegular or drop faced).2.) Restrooms shall receive a painted gypsum board ceiling finish.3.) Core service areas such as mechanical, electrical, and storage rooms shall remain unfinished and exposed to the

bottom of the structure.4.) Lease spaces shall have acoustical ceiling tile grid installed and the tile shall remain stacked on the floor.Other1.) Lobby furniture, conference room tables & chairs, and other owner provided furniture are not included in the

estimate.

D. SERVICES

D10 - Conveying1.) Two loading dock levelers, associated bumpers and dock seals are included in the estimate.2.) Six Passenger Elevators have been included in the cost estimate. Passenger elevators shall be Traction

Elevators. 3.) A finish-out allowance of $20,000 has been included in the cost estimate for the Passenger Elevators.4.) One Freight Elevators have been included in the cost estimate. Freight elevators shall be Traction Elevators.5.) A finish allowance of $5,000 has been included in the cost estimate for the Freight Elevator.

D20 – Plumbing1.) Base, shell building plumbing systems have been included in the cost estimate. Systems included:

a. Sanitary waste and ventb. Primary and secondary storm drainagec. Domestic cold water with associated booster pump and backflow equipment

2.) Additional plumbing items, above the shell building systems, included in the estimate are listed below:a.) Subsoil pipingb.) Domestic hot water for core/shell plumbing fixtures via local tank style heaters.

3.) The base building plumbing systems include a medium grade fixture package for core public restrooms.4.) A complete storm drainage system has been included for the parking structure.

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5.) Finish-out of the plumbing system in lease office spaces is NOT included in the cost estimate.6.) Submetering the tenant domestic water is not included in this proposal.

D30 – HVAC1.) A core/shell HVAC system for the office included is based upon a condenser water system complete with cooling

towers and associated pumps.2.) Each office floor will be served self-contained units located in the central common area.3.) The building heating system is based upon electric heat via zoned fan powered boxes. 4.) The medium pressure ductwork loop on each floor is included in this proposal and all tenant ductwork is not

included.5.) Low pressure runout ductwork for perimeter fan powered boxes is by others. 6.) Perimeter slot diffusers are not included in this proposal.7.) HVAC for the finished common areas is included in this proposal.8.) Toilet exhaust system for the common area restrooms is included in this proposal.9.) Outside air equipment and associated ductwork is included in this proposal.10.) Stairwell pressurization equipment and associated ductwork is included in this proposal.11.) Complete DDC HVAC energy management system is included in this proposal.12.) Beck will contract independently from the base building subcontractor for Commissioning, and Test & Balance

services.13.) Sub-metering tenant BTU usage is not included in this proposal.14.) A basic HVAC system has been included in the estimate for the finish out of the residential building.

D40 - Fire ProtectionFire Protection1.) Sprinkler system shall be designed for a "light hazard occupancy" with a minimum sprinkler density of 1 per 225 sf

or as required by code. System shall be compliant with current NFPA regulations.2.) Fire service entrance with associated backflow prevention.3.) A fire pump requirement is included in this proposal.4.) Sprinkler heads shall be turned down through ceiling for all common areas with complete finish out.5.) Sprinkler heads shall be turned up to provide adequate protect until tenant space has been finished out.

D50 – Electrical1.) Complete power distribution system for Core/Shell scope of work with additional tenant capacity is included in this

proposal.2.) Distribution conductors shall be aluminum. All other conductors shall be copper.3.) Panelboards shall be aluminum bus.4.) General illumination shall be 2’ x 4’ lay in 18 cell parabolic fluorescent light fixtures in the open office areas with

energy efficient electronic ballasts and T-8 lamps. Light fixtures are considered a tenant improvement and are not included in the attached estimate.

5.) Assumes a medium grade fixture package for the common areas.6.) Lightning protection is not included in the estimate.7.) Code minimum emergency power requirement is included in the estimate.8.) A complete electrical system is included in the estimate for the finish out of the residential building.

Systems1.) Proposal includes a complete multiplex system with remote annunciator panel located by the fire marshal.2.) The fire alarm system will monitor and annunciate the following devices: manual pull station, smoke detectors,

audio visual alarm, and flow and tamper switches, elevator fire mode, and will initiate AHU smoke control system, if required by code.

3.) Provide automatic dialer to notify authority in case of trouble or alarm.4.) Fire alarm system is based upon the use of plenum rated cable.5.) Cabling and data equipment is excluded from the estimate.6.) Telephone wire and equipment is excluded from the estimate.7.) Security cabling and equipment is excluded from the estimate.8.) Submetering tenant power consumption is excluded from the estimate.

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E. Equipment & Furnishings

E10 - Equipment1.) No equipment other than what is included in the estimate or included as an allowance is provided.

E20 - Furnishings1.) No furnishings other than what is included in the estimate or included as an allowance are provided.

G. Building Sitework

G10 - Site Preparation1.) All existing vegetation shall be removed from the proposed construction area, except as defined on the project

drawings. 2.) Existing unsuitable and/or organic soils, if any, shall be stripped and removed from the building and paving areas. 3.) Soil erosion and sediment control shall be provided to the satisfaction of and in accordance with all applicable

governing authorities.4.) Scraping of the site and replacement of topsoil shall be included. 5.) Existing top soil shall be saved on-site to be used in landscape areas and berms. Top soil shall be spread to

approximate 6” depth.6.) Any areas not in the proposed construction area that are disturbed by construction activities shall be graded for

proper drainage and maintenance, stabilized, (planted, seeded, matted, netted, sodded, etc.) as necessary.)7.) A preliminary cut/fill analysis has been created using the North Texas Area Council of Governments information.

An in-depth review and analysis of the site should be performed prior to finalizing site budget information.

G20 - Site Improvements1.) Parking areas and roadway entrance shall be graded for positive drainage.2.) The storm drainage system shall be sized to accommodate the roof drainage system, piped away from the

building perimeter. An overflow system shall be provided as required. 3.) The storm water design shall meet all Federal, State, County, and/or local codes and ordinances. The site shall

utilize natural drainage features where feasible to preserve existing habitat.4.) All on-site storm sewer lines shall be connected to the public drainage system. Storm piping which is less than 15”

diameter shall be SDR 35 PVC, and piping which is 15” diameter or larger shall be reinforced concrete.5.) The contractor shall be responsible for applying and coordinating for permanent utility services. The owner shall

be responsible for paying tap and customary permit-related fees, including impact fees and associated deposits.6.) Some surface parking is provided. Designated visitor and minimum required accessible parking spaces shall be

provided. 7.) All automobile parking areas shall be 6” thick concrete paving. 8.) All fire lane and truck delivery routes, as well as the loading dock ramp shall be 8” thick concrete paving. All

paving shall be constructed over 6” lime stabilized (at 6%) subgrade and/or constructed in accordance with geotechnical and civil engineer’s recommendations.

9.) A 6” high monolithic concrete curb and gutter shall be provided at the roadway entrances, drives, and parking areas.

10.) A heavy broom finish will be applied to all concrete drive and parking areas.11.) All sidewalks, shall be 4” thick and constructed in accordance with geotechnical and engineering specifications.

Sidewalks shall receive a light/medium broom finish. Expansion joints or control joints for all exterior paving will be per the soil engineer’s recommendations.

12.) ADA compliant, barrier free ramps at sidewalks are included.13.) All paving shall be constructed to provide positive drainage and eliminate ponding.14.) Monumental exterior building signage is excluded from the estimate.15.) A permanent perimeter fence is not included in the estimate.

G30 - Site Mechanical Utilities

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1.) Water for fire protection, domestic uses, and landscape irrigation shall be provided by connecting to the main water supply at the property line. A length of 250’ has been estimated as an allowance to connect to the main water supply.

2.) Separate water metering services, sized in accordance with the facility needs, shall be provided for each of the following services: A.) Fire Protection, B.) Building Service, C.) Landscape and Irrigation.

3.) A sanitary sewer system shall be connected to the existing main and shall be sized to accommodate all building requirements. A length of 250’ has been estimated as an allowance to connect to the existing main.

4.) A fire protection line loop exists around the perimeter of the building. Isolation valves will be provided at the connection to the public water line between onsite tap locations.

G40 - Site Electrical Utilities1.) Primary service shall be provided as underground electrical service extended from the existing service available at

the property line to and into the building. Redundancy is not provided.2.) Service is assumed to be between 15kV to 25kV.3.) Telephone and data cabling is NOT included in the cost estimate but the installation of these services shall be

coordinated with the owner and the local service provider. It is assumed that public carriers are available at the property line.

4.) Exterior lighting shall be provided and installed to provide an average of one (1) footcandle illumination in all parking and pedestrian areas.

5.) Enhanced exterior site lighting shall be provided at the main entry to the building.6.) All site lighting shall be metal halide. Site lighting shall be activated by a time clock with a photocell override.7.) Two communications man-holes shall be provided at the property perimeter, with diverted concrete encased duct

banks to the demark rooms, (12) 4” conduits from each manhole (6 to each demark room).8.) Natural gas utilities is included in the estimate.9.) General site lighting is included from the estimate.10.) Site development outside of the building property line is excluded from the estimate.11.) Site pond or reservoir is excluded from the estimate.12.) Hazardous material removal from the site is excluded from the estimate.13.) Removal or relocation of any existing utilities is excluded from the estimate.14.) No traffic lights, road signage, or public work is excluded from the estimate.

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PROJECT COST DETAILCONCEPTUAL COST ESTIMATE

July 21, 2008


Dallas 8:12 AM

Texas


1.) Office Building 215,568 SF $103.22 $22,250,773.55

I. SUBTOTAL $22,250,773.55

General Conditions 4.50% $1,001,284.81

Subguard on Total 1.00% $246,688.78

Builder's Risk 0.090% $22,201.99

II. SUBTOTAL $23,520,949.13

General & Excess Liability 0.711% $199,126.17

III. SUBTOTAL $23,720,075.31

Fee 4.00% $948,803.01

IV. SUBTOTAL $24,668,878.32Contingency on Direct 10.00% $2,225,077.36Escalation on Direct 5.00% $1,112,538.68

Design & Consultants Fee

PROJECT TOTAL 215,568 129.92 $28,006,494.35


The illustrated cost model represents the assumptions for the cost estimate developed in Dprofiler. It is not intended to convey an architectural design solution

and makes basic assumptions about zoning and code requirements which should be confirmed bt a design professional.


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Palladium Plaza - Rosedale - Scheme AOffice Building

6/18/2008

Estimate Name:

Estimate Number:

Uniformat Code Cost Cost / SF

- - UNKNOWN CATEGORY---

1.66 358,739.11 SUBSTRUCTUREA

60.02 12,939,243.80 SHELLB

10.77 2,321,140.61 INTERIORSC

30.32 6,536,807.93 SERVICESD

0.16 33,550.00 EQUIPMENT & FURNISHINGSE

- - SPECIAL CONSTRUCTIONF

0.28 61,292.10 BUILDING SITEWORKG

Subtotal Direct Cost $22,250,773.55 $103.22

$103.22$22,250,773.55Total Cost

Wed,Jun/18/2008 11:55:55PMPage 1 of 7

Beck Technology, Ltd.

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brentpilgrim

Rectangle

Office Building

Palladium Plaza - Rosedale - Scheme A

6/18/2008

Estimate Name:

Estimate Number:

UNIFORMAT Level II Category Cost $ / SF

A10 Foundations 358,739.11 1.66

B10 Superstructure 6,108,943.51 28.34

B20 Exterior Enclosure 6,430,141.93 29.83

B30 Roofing 400,158.37 1.86

C10 Interior Construction 721,767.99 3.35

C15 Specialties 141,546.84 0.66

C20 Stairs 330,000.00 1.53

C30 Interior Finishes 1,127,825.79 5.23

D10 Conveying 1,369,351.00 6.35

D20 Plumbing 708,305.14 3.29

D30 HVAC 2,586,820.56 12.00

D40 Fire Protection 331,017.31 1.54

D50 Electrical 1,541,313.92 7.15

E10 Equipment 33,550.00 0.16

G10 Site Preparation 7,400.00 0.03

G40 Site Electrical Utilities 53,892.10 0.25

$22,250,773.55 $103.22

Wed,Jun/18/2008 11:55:55PMPage 2 of 7


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brentpilgrim

Rectangle

$ / SFCostUnitPriceQuantityDescriptionDivision

Office Building


6/18/2008

Estimate Name:

Estimate Number:

Unit

A SUBSTRUCTUREA10 - Foundations

03310240B002 Elevator Pit - Freight 1.00 Ea. 9,500.00 9,500.00 0.04

03310240B001 Elevator Pit - Passenger 6.00 Ea. 8,500.00 51,000.00 0.24

02465950B001 36" Dia. Drilled Pier Turnkey (Spoil Haul-off included) 810.00 L.F. 114.96 93,117.60 0.43

02620630B001 Subsoil Drainage Piping - 4" 620.83 L.F. 7.00 4,345.81 0.02

03310240B007 Grade Beams (Exc/Form/Pour/Backfill) 620.83 L.F. 88.00 54,633.04 0.25

03310240B006 Pier Caps (Exc/Form/Pour/Backfill) 27.00 Ea. 711.00 19,197.00 0.09

03310240B004 5" Slab on Grade 15,968.38 S.F. 4.45 71,059.29 0.33

07260100B002 Vapor Barrier 18,363.64 S.F. 0.10 1,836.36 0.01

02315426B003 Over-Excavate for Slab (4' Depth) 2,365.69 C.Y. 5.50 13,011.27 0.06

02310100B001 Fine Grade - Slab on Grade 15,968.38 S.F. 0.55 8,782.61 0.04

02340500B001 Moisture Condition at Building Fill (Default 3' Depth) 1,774.26 C.Y. 7.50 13,306.98 0.06

02315490B002 Haul Off Excavation Material - From Slab (1' Depth) 786.59 C.Y. 8.00 6,292.72 0.03

02720200B001 Select Fill at Building Pad (1' Depth) 591.42 C.Y. 16.00 9,462.74 0.04

02360200B001 Termite Control /sf 15,968.38 S.F. 0.20 3,193.68 0.01

$358,739.11 $1.66Total - Foundations

Total - SUBSTRUCTURE $358,739.11 $1.66

B SHELLB10 - Superstructure

01310700B007 Shell Field Engineering 17.15 Week 3,800.00 65,157.84 0.30

01510050B001 Temporary Power Consumption 1,724,547.04 SFMO 0.02 33,283.76 0.15

01310700B010 Temporary Labor Foreman 36.37 Week 1,500.00 54,558.00 0.25

01540820B003 Temporary Materials 36.37 Week 175.00 6,365.10 0.03

01540780B001 Personnel Hoist Complete 215,568.38 S.F. 1.17 252,215.00 1.17

01740500B002 Trash Haul Service 103.92 Ea. 350.00 36,372.00 0.17

01520500B002 Temporary Building Facilities 215,568.38 S.F. 0.18 38,802.31 0.18

01107300B001 Structural Design Check 1.00 Ea. 5,000.00 5,000.00 0.02

01740500B003 Final Clean - Shell/Core 215,568.38 S.F. 0.06 12,934.10 0.06

01540700B001 Jobsite Safety 215,568.38 S.F. 0.33 71,137.57 0.33

01560400B001 Perimeter Protection at Slab Edges (Perimeter* #Floors) 6,208.33 L.F. 6.00 37,250.00 0.17

15705600B001 Equipment Pads 798.40 S.F. 12.00 9,580.80 0.04

01830110B001 Mobile Crane Rental 4.00 Month 35,000.00 140,000.00 0.65

01830110B002 Crane Rental-Tower Crane 5.00 Month 75,000.00 375,000.00 1.74

03310240B010 Concrete Pan Form, One Way Joist System, Includes Dropped Beams, 1CF/1SF, 6lbs/SF, 6000PSI 226,000.00 S.F. 19.00 4,294,000.00 19.92

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Estimate Name:

Estimate Number:

Unit

03310240B012 12" CIP Shear Walls 4,200.00 S.F. 24.00 100,800.00 0.47

03310240B011 24x24 CIP Column 4,858.00 V.L.F. 115.00 558,670.00 2.59

01560400B002 Protect Floor Openings at Shafts 2,969.50 L.F. 6.00 17,817.03 0.08

$6,108,943.51 $28.34Total - Superstructure

B20 - Exterior Enclosure01107300B002 Roofing/Waterproofing Check 1.00 Ea. 5,000.00 5,000.00 0.02

01107300B003 Window Wall Check 1.00 Ea. 5,000.00 5,000.00 0.02

07130500B003 Waterproofing Allowance 215,568.38 All 0.50 107,784.19 0.50

05120440B001 Misc Metals - Ext - Allow /sf 215,568.38 S.F. 0.75 161,676.29 0.75

07840100B001 Fire Stop 6,208.33 L.F. 15.00 93,125.00 0.43

08470600B001 Revolving Door Allowance /ea 1.00 Ea. 75,000.00 75,000.00 0.35

08110850B001 Exterior HM Door/Frame/Hardware 9.00 Ea. 1,500.00 13,500.00 0.06

09260100B005 Ext Framing/Sheathing /sf 27,766.17 S.F. 8.00 222,129.36 1.03

04210300B001 Exterior Brick /sf 16,388.75 S.F. 21.00 344,163.75 1.60

07920800B002 Caulk Masonry Joints - Ext 33,309.79 S.F. 1.50 49,964.69 0.23

07210900B003 6" R19 Batt Insulation 27,766.17 S.F. 0.90 24,989.55 0.12

04930900B001 Wash Brick Exterior 33,309.79 S.F. 0.45 14,989.41 0.07

08910200B001 Curtainwall System - Vision Glass 69,467.03 S.F. 68.00 4,723,758.04 21.91

01740500B004 Clean Exterior Glass 69,467.03 S.F. 0.23 15,977.42 0.07

07430300B001 Composite Metal Panels 6,281.42 S.F. 40.00 251,256.80 1.17

07920800B006 Caulk Metal Panel Joints 11,377.42 L.F. 1.50 17,066.13 0.08

05120180B002 Misc Steel Support for Curtainwall Screenwall 660.00 L.F. 125.00 82,500.00 0.38

072108000020 Sprayed insul, fibrous/cementitious, at underside of Exposed Deck 10,431.62 S.F. 1.50 15,647.43 0.07

04220210B005 CMU Block Separation wall at Garage/Office Core 16,921.04 S.F. 9.50 160,749.88 0.75

07460100B001 Metal Panel Allowance at Mechanical Penthouse 5,096.00 S.F. 9.00 45,864.00 0.21

$6,430,141.93 $29.83Total - Exterior Enclosure

B30 - Roofing07220700B002 Roof Deck Insulation 26,400.00 S.F. 2.75 72,600.00 0.34

07720700B001 Roof Hatches 2.00 Ea. 1,500.00 3,000.00 0.01

07550500B001 Modified Bitumen Roof 32,933.44 S.F. 9.50 312,867.68 1.45

07530800B003 Roof Blocking 32,933.44 S.F. 0.20 6,586.69 0.03

07720800B003 Walkpads for Buillt-Up Roof 618.67 L.F. 8.25 5,104.00 0.02

$400,158.37 $1.86Total - Roofing

Total - SHELL $12,939,243.80 $60.02

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Estimate Number:

Unit

C INTERIORSC10 - Interior Construction

01310700B008 Interior Field Engineering 17.15 Week 3,800.00 65,157.84 0.30

01510800B002 Temporary Interior Elevator Operator/Service/Protection 3.60 Month 5,050.00 18,180.00 0.08

05120440B002 Misc Metals - Int - Allow /sf 215,568.38 S.F. 0.25 53,892.10 0.25

09110100B002 3-5/8" Light Gauge Metal Stud Framing 73,576.14 S.F. 2.15 158,188.70 0.73

08210900B001 Interior Door/Frame/Hardware 92.00 Ea. 1,200.00 110,400.00 0.51

09250700B004 2 Layers of 5/8" Type "X" Gypsum Board 89,881.52 S.F. 2.00 179,763.04 0.83

09250700B001 1 Layer of 5/8" Type "X" Gyp Board 35,104.30 S.F. 1.05 36,859.52 0.17

09250500B001 Gypsum Board Ceilings 9,283.20 S.F. 4.00 37,132.80 0.17

04415600B001 Stone Vanity Top 194.40 L.F. 110.00 21,384.00 0.10

05120720B004 Elevator Separator Beams 77.00 Ea. 530.00 40,810.00 0.19

$721,767.99 $3.35Total - Interior Construction

C15 - Specialties10355400B002 Entry Mat Allowance 1.00 All 3,000.00 3,000.00 0.01

10210800B002 Louver Allowance 1.00 All 15,000.00 15,000.00 0.07

10440200B001 Interior Signage Allowance 215,568.38 S.F. 0.10 21,556.84 0.10

10525300B001 Fire Extinguisher and Cabinet 86.00 Ea. 140.00 12,040.00 0.06

10810100B001 Toilet Partition Allowance /ea 60.00 Ea. 800.00 48,000.00 0.22

10810100B003 Toilet Accessory Allowance 20.00 Ea. 2,000.00 40,000.00 0.19

10810100B002 Urinal Screens - Metal 10.00 Ea. 195.00 1,950.00 0.01

$141,546.84 $0.66Total - Specialties

C20 - Stairs03150660B001 Finish Stair Treads/Landings - Super Struct 3,000.00 L.F. 10.00 30,000.00 0.14

05517700B002 Pan Stairs & Landings 40.00 Flight 7,500.00 300,000.00 1.39

$330,000.00 $1.53Total - Stairs

C30 - Interior Finishes01510050B002 Checkout Power 646,705.14 SFMO 0.11 71,137.57 0.33

01740500B008 Final Clean - Interiors 215,568.38 S.F. 0.10 21,556.84 0.10

07190700B002 Seal Concrete Floors 13,567.00 S.F. 0.25 3,391.75 0.02

09910200B007 Paint Door & Frame 70.00 Ea. 76.00 5,320.00 0.02

09250700B001 Tape & Bed 124,985.82 S.F. 0.42 52,369.06 0.24

09910200B004 Paint Drywall Partitions 105,665.82 S.F. 0.65 68,682.78 0.32

09310100B003 Ceramic Tile Base - Class B 2,236.64 L.F. 8.50 19,011.44 0.09

09310100B001 Ceramic Tile Floor - Class B 9,283.20 S.F. 8.25 76,586.40 0.36

09910200B005 Paint Drywall Ceilings 9,283.20 S.F. 0.68 6,312.58 0.03

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Estimate Number:

Unit

09310100B002 Ceramic Tile Wall - Class B 12,364.80 S.F. 8.50 105,100.80 0.49

09510760B002 Acoustical Ceiling Allowance (Lease Space) - /sf (Tile stacked on Floor) 180,388.00 S.F. 2.25 405,873.00 1.88

09910200B008 Paint Pan Stairs 40.00 Flight 354.00 14,160.00 0.07

09910200B010 Paint Stair Rails 960.00 L.F. 8.00 7,680.00 0.04

09910200B001 Lobby Finish Allowance 1,543.50 S.F. 150.00 231,525.00 1.07

09510760B001 Vinyl Lay-in Ceiling Allowance /sf (Tile & grid installed) at Garage/Office 10,431.62 S.F. 3.75 39,118.58 0.18

$1,127,825.79 $5.23Total - Interior Finishes

Total - INTERIORS $2,321,140.61 $10.77

D SERVICESD10 - Conveying

11161400B001 Loading Dock Equipment Allowance 1.00 Ea. 5,000.00 5,000.00 0.02

14210200B004 Additional Stop Geared/Gearless for Freight Elevator 7.00 Stop 13,500.00 94,500.00 0.44

14270200B001 Elevator Cab Finish Out - Freight 1.00 Ea. 5,000.00 5,000.00 0.02

14210200B003 4 Stop Geared Freight Elevator 1.00 Ea. 102,693.00 102,693.00 0.48

14270200B003 Elevator Cab Finish Out - Class B 6.00 Ea. 20,000.00 120,000.00 0.56

14210200B001 4 Stop Geared Passenger Elevator 6.00 Ea. 92,693.00 556,158.00 2.58

14210200B002 Additional Stop Geared/Gearless for Passenger Elevator 36.00 Stop 13,500.00 486,000.00 2.25

$1,369,351.00 $6.35Total - Conveying

D20 - Plumbing07720600B001 Primary Roof and Overflow Drains 22.00 Ea. 2,800.00 61,600.00 0.29

15107320B001 Base Building Plumbing System /sf for Core/Shell Office Building 215,568.38 S.F. 3.00 646,705.14 3.00

$708,305.14 $3.29Total - Plumbing

D30 - HVAC15720100B001 Base Building HVAC System /sf Core/Shell Office Building 215,568.38 S.F. 12.00 2,586,820.56 12.00

$2,586,820.56 $12.00Total - HVAC

D40 - Fire Protection13920400B001 Fire Pump 1.00 Ea. 35,000.00 35,000.00 0.16

02510740B001 6" Fire Main to 5' oustide of Building 1.00 Ea. 5,000.00 5,000.00 0.02

13930600B001 Base Building Wet Pipe System /sf for Core/Shell Office 215,568.38 S.F. 1.35 291,017.31 1.35

$331,017.31 $1.54Total - Fire Protection

D50 - Electrical16132205B001 Base Building Electrical /sf for Core/Shell Office Building 215,568.38 S.F. 7.15 1,541,313.92 7.15

$1,541,313.92 $7.15Total - Electrical

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Estimate Name:

Estimate Number:

Unit

Total - SERVICES $6,536,807.93 $30.32

E EQUIPMENT & FURNISHINGSE10 - Equipment

01540780B002 Roof Davits 61.00 Ea. 550.00 33,550.00 0.16

$33,550.00 $0.16Total - Equipment

Total - EQUIPMENT & FURNISHINGS $33,550.00 $0.16

G BUILDING SITEWORKG10 - Site Preparation

01107700B001 Certified Survey 1.00 Ea. 5,000.00 5,000.00 0.02

01510800B001 Temporary Water Consumption 12.00 Month 200.00 2,400.00 0.01

$7,400.00 $0.03Total - Site Preparation

G40 - Site Electrical Utilities02580410B003 Architectural Building Lighting 215,568.38 S.F. 0.25 53,892.10 0.25

$53,892.10 $0.25Total - Site Electrical Utilities

Total - BUILDING SITEWORK $61,292.10 $0.28


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Dallas 8:13 AM

Texas


1.) Garage 270,433 SF $33.69 $9,110,634.81

I. SUBTOTAL $9,110,634.81

General Conditions 6.50% $592,191.26


Builder's Risk (Quote) 0.090% $9,264.47

II. SUBTOTAL $9,815,029.06


III. SUBTOTAL $9,897,934.84

Fee 4.00% $395,917.39

IV. SUBTOTAL $10,293,852.24Contingency on Direct 10.00% $911,063.48Escalation on Direct 5.00% $455,531.74

Design & Consultants Fee $0.00

PROJECT TOTAL 270,433 43.12 $11,660,447.46





27

Palladium Plaza - Rosedale - Scheme AParking Structure

6/18/2008

Estimate Name:

Estimate Number:



- 698,610.58 SUBSTRUCTUREA

- 5,735,573.01 SHELLB

- 263,977.77 INTERIORSC

- 1,104,985.46 SERVICESD

- - EQUIPMENT & FURNISHINGSE


- 1,307,487.99 BUILDING SITEWORKG


$0.00$9,110,634.81Total Cost

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Estimate Name:

Estimate Number:


A10 Foundations 698,610.58 -

B10 Superstructure 4,895,694.15 -

B20 Exterior Enclosure 839,878.86 -

C10 Interior Construction 35,293.83 -

C15 Specialties 39,270.00 -

C20 Stairs 132,000.00 -

C30 Interior Finishes 57,413.94 -

D20 Plumbing 184,052.68 -

D30 HVAC 119,092.91 -

D40 Fire Protection 308,145.60 -

D50 Electrical 493,694.26 -

G10 Site Preparation 239,211.92 -

G20 Site Improvements 820,747.23 -

G30 Site Mechanical Utilities 183,404.06 -

G40 Site Electrical Utilities 64,124.79 -

$9,110,634.81 $-

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Estimate Name:

Estimate Number:

Unit


02465950B001 36" Dia. Drilled Pier Turnkey (Spoil Haul-off included) 1,230.00 L.F. 114.96 141,400.80 -

02620630B001 Subsoil Drainage Piping - 4" 970.00 L.F. 7.00 6,790.00 -

03310240B007 Grade Beams (Exc/Form/Pour/Backfill) 970.00 L.F. 88.00 85,360.00 -

03310240B006 Pier Cap (Exc/Form/Pour/Backfill) 41.00 Ea. 711.00 29,151.00 -

03310240B004 5" Slab on Grade 54,832.57 S.F. 4.45 244,004.94 -

07260100B002 Vapor Barrier 63,057.46 S.F. 0.10 6,305.75 -

02315426B003 Over-Excavate for Slab (4' Depth) 8,123.34 C.Y. 5.50 44,678.39 -

02310100B001 Fine Grade - Slab on Grade 54,832.57 S.F. 0.55 30,157.91 -

02340500B001 Moisture Condition at Building Fill (Default 3' Depth) 6,092.51 C.Y. 7.50 45,693.81 -

02315490B002 Haul Off Excavation Material - From Slab (1' Depth) 2,701.01 C.Y. 8.00 21,608.09 -

02720200B001 Select Fill at Building Pad - (1' Depth) 2,030.84 C.Y. 16.00 32,493.37 -

02360200B001 Termite Control /sf 54,832.57 S.F. 0.20 10,966.51 -

$698,610.58 $- Total - Foundations

Total - SUBSTRUCTURE $698,610.58 $-


01107300B001 Structural Design Check 1.00 Ea. 5,000.00 5,000.00 -

01540820B003 Temporary Materials 39.40 Week 175.00 6,895.53 -

01310700B007 Shell Field Engineering 18.58 Week 3,800.00 70,587.66 -

01510050B001 Temporary Power Consumption 2,433,897.00 SFMO 0.01 24,338.97 -

01520500B002 Temporary Building Facilities 270,433.00 S.F. 0.18 48,677.94 -

01740500B002 Trash Haul Service 112.58 Ea. 350.00 39,403.00 -

01540700B001 Jobsite Safety 270,433.00 S.F. 0.33 89,242.89 -

01310700B010 Temporary Labor Foreman 39.40 Week 1,500.00 59,104.50 -

01740500B003 Final Clean - Shell/Core 270,433.00 S.F. 0.06 16,225.98 -

01560400B001 Perimeter Protection at Slab Edges (Perimeter* #Floors) 3,880.00 L.F. 6.00 23,280.00 -

15705600B001 Equipment Pads 1,096.66 S.F. 12.00 13,159.92 -

03230600B001 PT Barrier Cable 6,047.51 L.F. 18.50 111,878.94 -

03310240B015 Parking Garage - CIP superstructure 216,532.57 S.F. 19.00 4,114,118.83 -

03310240B011 24x24 CIP Column 2,268.00 V.L.F. 115.00 260,820.00 -

01560400B002 Protect Floor Openings at Shafts 480.00 L.F. 6.00 2,880.00 -

03310240B012 12" CIP Shear Walls 420.00 S.F. 24.00 10,080.00 -

$4,895,694.15 $- Total - Superstructure

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Estimate Name:

Estimate Number:

Unit

B20 - Exterior Enclosure01107300B002 Roofing/Waterproofing Check 1.00 Ea. 5,000.00 5,000.00 -

05120440B001 Misc Metals - Ext - Allow /sf 270,433.00 S.F. 0.25 67,608.25 -

07920800B002 Caulk Masonry Joints - Ext 12,225.00 S.F. 1.50 18,337.50 -

07190700B005 Brick Sealer - Ext 12,090.00 S.F. 0.40 4,836.00 -

04210300B001 Exterior Brick /sf 12,225.00 S.F. 21.00 256,725.00 -

04220210B005 CMU Block Back-up for Exterior Skin Systems /sf 12,090.00 S.F. 9.50 114,855.00 -

04930900B001 Wash Brick Exterior 12,225.00 S.F. 0.45 5,501.25 -

08910200B001 Curtainwall System - Vision Glass 3,600.00 S.F. 68.00 244,800.00 -

01740500B004 Clean Exterior Glass 3,600.00 S.F. 0.23 828.00 -

09260100B005 Ext Framing/Sheathing /sf 2,519.65 S.F. 8.00 20,157.20 -

07210900B003 6" R19 Batt Insulation 2,519.65 S.F. 0.90 2,267.69 -

07430300B001 Composite Metal Panels 2,384.65 S.F. 40.00 95,386.00 -

07920800B006 Caulk Metal Panel Joints 2,384.65 L.F. 1.50 3,576.98 -

$839,878.86 $- Total - Exterior Enclosure

Total - SHELL $5,735,573.01 $-

C INTERIORSC10 - Interior Construction

01310700B008 Interior Field Engineering 9.29 Week 3,800.00 35,293.83 -

$35,293.83 $- Total - Interior Construction

C15 - Specialties10440200B001 Interior Signage Allowance 269,500.00 S.F. 0.10 26,950.00 -

10525300B001 Fire Extinguisher and Cabinet 88.00 Ea. 140.00 12,320.00 -

$39,270.00 $- Total - Specialties

C20 - Stairs03150660B001 Finish Stair Treads/Landings - Super Struct 1,200.00 L.F. 10.00 12,000.00 -

05517700B002 Pan Stairs & Landings 16.00 Flight 7,500.00 120,000.00 -

$132,000.00 $- Total - Stairs

C30 - Interior Finishes01740500B008 Final Clean - Interiors 270,433.00 S.F. 0.10 27,043.30 -

01510050B002 Checkout Power 1,081,732.00 SFMO 0.02 21,634.64 -

09910200B008 Paint Pan Stairs 16.00 Flight 354.00 5,664.00 -

09910200B010 Paint Stair Rails 384.00 L.F. 8.00 3,072.00 -

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Estimate Number:

Unit

$57,413.94 $- Total - Interior Finishes

Total - INTERIORS $263,977.77 $-

D SERVICESD20 - Plumbing

15107320B002 Base Building Plumbing System /sf for Parking Structure 216,532.57 S.F. 0.85 184,052.68 -

$184,052.68 $- Total - Plumbing

D30 - HVAC15720100B002 Base Building HVAC System /sf for Parking Structure 216,532.57 S.F. 0.55 119,092.91 -

$119,092.91 $- Total - HVAC

D40 - Fire Protection02510740B001 6" Fire Main to 5' oustide of Building 1.00 Ea. 5,000.00 5,000.00 -

13930600B002 Base Building Dry Pipe System /sf for Parking Structure 216,532.57 S.F. 1.40 303,145.60 -

$308,145.60 $- Total - Fire Protection

D50 - Electrical16132205B002 Base Building Electrical /sf for Parking Structure 216,532.57 S.F. 2.28 493,694.26 -

$493,694.26 $- Total - Electrical

Total - SERVICES $1,104,985.46 $-


01510800B001 Temporary Water Consumption 13.00 Month 200.00 2,600.00 -

02220110B100 Miscellaneous Building and Paving Demolition Allowance 1.00 All 75,000.00 75,000.00 -

02230500B002 Re-spread Topsoil 5,244.46 C.Y. 10.00 52,444.55 -

01560250B001 Fence Barricade - Painted Wood (Site) 1,832.32 L.F. 8.00 14,658.53 -

02370700B001 Erosion Control /lf 1,832.32 L.F. 4.00 7,329.26 -

02230500B001 Strip & Stockpile Topsoil 3,943.20 C.Y. 2.65 10,449.48 -

02230100B001 Clear & Grub Site - Haul Off-site 4.89 Acre 3,500.00 17,108.92 -

02310410B001 Rough Grade Site /sf 212,932.76 S.F. 0.28 59,621.17 -

$239,211.92 $- Total - Site Preparation

G20 - Site Improvements02760500B001 Parking Striping/Pavement Markings Allowance 45,947.13 L.F. 1.25 57,433.91 -

01520500B001 Temporary Site Facilities 212,932.76 S.F. 0.10 21,293.28 -

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Estimate Name:

Estimate Number:

Unit

01740500B007 Final Clean - Site 212,932.76 S.F. 0.06 12,775.97 -

01310700B006 Site Field Engineering 22.86 Week 3,800.00 86,877.12 -

02920310B100 Landscaping Allowance 1.00 All 200,000.00 200,000.00 -

02340500B001 6"-6% Lime at Paving 3,390.40 S.Y. 3.25 11,018.79 -

02750600B001 6" Paving 20,249.86 S.F. 6.00 121,499.16 -

02770300B001 Curb & Gutter - 24" /lf 5,320.48 L.F. 14.00 74,486.70 -

02750600B002 8" Paving 10,263.72 S.F. 7.00 71,846.04 -

02775275B001 Bldg Sidewalks 35,495.57 S.F. 4.50 159,730.07 -

02060150B001 2" Cushion Sand 210.34 C.Y. 18.00 3,786.19 -

$820,747.23 $- Total - Site Improvements

G30 - Site Mechanical Utilities020801001260 Fire hydrant 2.00 Ea. 2,570.35 5,140.70 -

02510750B002 4" Water Meter 3.00 Ea. 7,500.00 22,500.00 -

02510750B003 Domestic Water Service /lf 250.00 L.F. 88.00 22,000.00 -

02530780B003 Sanitary Sewer /lf 250.00 L.F. 75.00 18,750.00 -

02510750B012 Fire Main Vault 1.00 Ea. 25,000.00 25,000.00 -

02630510B001 Connect to Existing 1.00 Ea. 500.00 500.00 -

02510750B011 Water Main Tap 1.00 Ea. 3,500.00 3,500.00 -

02510750B001 Tap Existing Line 1.00 Ea. 3,500.00 3,500.00 -

02510750B013 Fire Line Service /lf 250.00 L.F. 100.00 25,000.00 -

02530780B001 Tie to Existing 1.00 Ea. 647.25 647.25 -

02510750B006 1" Water Meter 4.00 Ea. 1,500.00 6,000.00 -

02550464B001 Natural Gas Service /lf 250.00 L.F. 47.47 11,866.25 -

02630510B002 Storm Drainage /lf 250.00 L.F. 75.00 18,750.00 -

02630510B003 Parking Lot Drainage 20,249.86 S.F. 1.00 20,249.86 -

$183,404.06 $- Total - Site Mechanical Utilities

G40 - Site Electrical Utilities02580410B001 Electrical Ductbank (no feeders)/lf 250.00 L.F. 100.00 25,000.00 -

02580410B002 Data/Comm Ductbank, 2-4" direct burial 42" deep /lf 250.00 L.F. 35.00 8,750.00 -

02580200B001 Site Lighting /sf 20,249.86 S.F. 1.50 30,374.79 -

$64,124.79 $- Total - Site Electrical Utilities

Total - BUILDING SITEWORK $1,307,487.99 $-

Subtotal Direct Cost $9,110,634.81 $-

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Dallas 8:13 AM

Texas


1.) Retail Feature 6,184 SF $233.98 $1,446,942.10

I. SUBTOTAL $1,446,942.10

General Conditions 9.00% $130,224.79


Builder's Risk (Quote) 0.090% $1,505.88

II. SUBTOTAL $1,595,404.75


III. SUBTOTAL $1,608,844.35

Fee 4.00% $64,353.77

IV. SUBTOTAL $1,673,198.13Contingency on Direct 10.00% $144,694.21Escalation on Direct 5.00% $72,347.11

Design & Consultants Fee $0.00

PROJECT TOTAL 6,184 305.67 $1,890,239.44





34

Palladium Plaza - Rosedale - Scheme ARetail Building

6/19/2008

Estimate Name:

Estimate Number:



23.98 145,722.19 SUBSTRUCTUREA

69.47 422,112.61 SHELLB

0.56 3,392.08 INTERIORSC

14.17 86,117.14 SERVICESD

- - EQUIPMENT & FURNISHINGSE


2.26 13,752.76 BUILDING SITEWORKG

Subtotal Direct Cost $671,096.77 $110.45

$110.45$671,096.77Total Cost

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Retail Building


6/19/2008

Estimate Name:

Estimate Number:


A10 Foundations 145,722.19 23.98

B10 Superstructure 257,254.11 42.34

B20 Exterior Enclosure 164,858.50 27.13

C15 Specialties 1,447.64 0.24

C30 Interior Finishes 1,944.44 0.32

D20 Plumbing 18,228.57 3.00

D30 HVAC 9,114.29 1.50

D40 Fire Protection 22,317.14 3.67

D50 Electrical 36,457.14 6.00

G10 Site Preparation 1,600.00 0.26

G40 Site Electrical Utilities 12,152.76 2.00

$671,096.77 $110.45

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6/19/2008

Estimate Name:

Estimate Number:

Unit


03310240B004 5" Slab on Grade 6,076.19 S.F. 4.45 27,039.05 4.45

07260100B002 Vapor Barrier 6,987.62 S.F. 0.10 698.76 0.12

02465950B001 36" Dia. Drilled Pier Turnkey (Spoil Haul-off included) 360.00 L.F. 114.96 41,385.60 6.81

02620630B001 Subsoil Drainage Piping - 4" 500.00 L.F. 7.00 3,500.00 0.58

03310240B007 Grade Beams (Exc/Form/Pour/Backfill) 500.00 L.F. 88.00 44,000.00 7.24

03310240B006 Pier Cap (Exc/Form/Pour/Backfill) 12.00 Ea. 711.00 8,532.00 1.40

02315426B003 Over-Excavate for Slab (4' Depth) 900.18 C.Y. 5.50 4,950.97 0.81

02310100B001 Fine Grade - Slab on Grade 6,076.19 S.F. 0.55 3,341.90 0.55

02340500B001 Moisture Condition at Building Fill (Default 3' Depth) 675.13 C.Y. 7.50 5,063.49 0.83

02315490B002 Haul Off Excavation Material - From Slab (1' Depth) 299.31 C.Y. 8.00 2,394.47 0.39

02720200B001 Select Fill at Building Pad (1' Depth) 225.04 C.Y. 16.00 3,600.71 0.59

02360200B001 Termite Control /sf 6,076.19 S.F. 0.20 1,215.24 0.20

$145,722.19 $23.98Total - Foundations

Total - SUBSTRUCTURE $145,722.19 $23.98


01740500B002 Trash Haul Service 69.28 Ea. 350.00 24,248.00 3.99

01540820B003 Temporary Materials 24.25 Week 175.00 4,243.40 0.70

01510050B001 Temporary Power Consumption 36,458.28 SFMO 0.02 703.64 0.12

01520500B002 Temporary Building Facilities 6,076.38 S.F. 0.18 1,093.75 0.18

01310700B010 Temporary Labor Foreman 24.25 Week 1,500.00 36,372.00 5.99

01310700B007 Shell Field Engineering 11.43 Week 3,800.00 43,438.56 7.15

01740500B003 Final Clean - Shell/Core 6,076.38 S.F. 0.06 364.58 0.06

01540700B001 Jobsite Safety 6,076.38 S.F. 0.33 2,005.21 0.33

01560400B001 Perimeter Protection at Slab Edges (Perimeter* #Floors) 500.00 L.F. 6.00 3,000.00 0.49

15705600B001 Equipment Pads 182.28 S.F. 12.00 2,187.36 0.36

03310240B029 Concrete Podium Deck Construction for Mixed Use Projects 6,076.19 S.F. 19.00 115,447.61 19.00

03310240B011 24x24 CIP Column 138.00 V.L.F. 115.00 15,870.00 2.61

03310240B012 12" CIP Shear Walls 345.00 S.F. 24.00 8,280.00 1.36

$257,254.11 $42.34Total - Superstructure

B20 - Exterior Enclosure07130500B003 Waterproofing Allowance 6,076.38 All 1.00 6,076.38 1.00

05120440B001 Misc Metals - Ext - Allow /sf 6,076.38 S.F. 0.75 4,557.29 0.75

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6/19/2008

Estimate Name:

Estimate Number:

Unit

09260100B005 Ext Framing/Sheathing /sf 854.99 S.F. 8.00 6,839.92 1.13

04210300B001 Exterior Brick /sf 854.99 S.F. 21.00 17,954.79 2.95

07920800B002 Caulk Masonry Joints - Ext 854.99 S.F. 1.50 1,282.49 0.21

07210900B003 6" R19 Batt Insulation 854.99 S.F. 0.90 769.49 0.13

04930900B001 Wash Brick Exterior 854.99 S.F. 0.45 384.75 0.06

08410130B001 Storefront Doors 18.00 Ea. 2,800.00 50,400.00 8.29

08410140B001 Storefront System Allowance /sf 1,656.79 S.F. 46.00 76,212.34 12.54

01740500B004 Clean Exterior Glass 1,656.79 S.F. 0.23 381.06 0.06

$164,858.50 $27.13Total - Exterior Enclosure

Total - SHELL $422,112.61 $69.47

C INTERIORSC15 - Specialties

10440200B001 Interior Signage Allowance 6,076.38 S.F. 0.10 607.64 0.10

10525300B001 Fire Extinguisher and Cabinet 6.00 Ea. 140.00 840.00 0.14

$1,447.64 $0.24Total - Specialties

C30 - Interior Finishes01740500B008 Final Clean - Interiors 6,076.38 S.F. 0.10 607.64 0.10

01510050B002 Checkout Power 12,152.76 SFMO 0.11 1,336.80 0.22

$1,944.44 $0.32Total - Interior Finishes

Total - INTERIORS $3,392.08 $0.56

D SERVICESD20 - Plumbing

15107320B004 Base Building Plumbing System /sf for Retail (Cold Dark Shell) 6,076.19 S.F. 3.00 18,228.57 3.00

$18,228.57 $3.00Total - Plumbing

D30 - HVAC15720100B003 Base Building HVAC System /sf for Retail (Cold Dark Shell) 6,076.19 S.F. 1.50 9,114.29 1.50

$9,114.29 $1.50Total - HVAC

D40 - Fire Protection02510740B001 6" Fire Main to 5' oustide of Building 1.00 Ea. 5,000.00 5,000.00 0.82

13930600B003 Base Building Wet Pipe System /sf for Retail (Cold Dark Shell) 6,076.19 S.F. 1.85 11,240.95 1.85

13720065B003 Base Building Fire Alarm /sf for Retail (Cold Dark Shell) 6,076.19 S.F. 1.00 6,076.19 1.00

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6/19/2008

Estimate Name:

Estimate Number:

Unit

$22,317.14 $3.67Total - Fire Protection

D50 - Electrical16132205B004 Base Building Electrical /sf for Retail (Cold Dark Shell) 6,076.19 S.F. 6.00 36,457.14 6.00

$36,457.14 $6.00Total - Electrical

Total - SERVICES $86,117.14 $14.17


01510800B001 Temporary Water Consumption 8.00 Month 200.00 1,600.00 0.26

$1,600.00 $0.26Total - Site Preparation

G40 - Site Electrical Utilities02580410B003 Architectural Building Lighting 6,076.38 S.F. 2.00 12,152.76 2.00

$12,152.76 $2.00Total - Site Electrical Utilities

Total - BUILDING SITEWORK $13,752.76 $2.26

Subtotal Direct Cost $671,096.77 $110.45

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