CONCEPTUAL COST MODEL Project Example Dallas, TX 2008.06.20
PROJECT COST SUMMARY CONCEPTUAL COST ESTIMATE July 21, 2008
1807 Ross Avenue Suite 500 Dallas, Texas 75201-8006 214.303.6200 Fax: 214.303.6300 beckgroup.com
Project Example
Revision # None
Dallas
8:11 AM
Texas
DESCRIPTION
QUANTITY
1.) Office
U.M.
$/U.M.
SUBTOTAL
215,568
SF
$129.92
$28,006,494.35
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
213,144.0
SF
$144.16
$30,726,690.64
4.9
SF
$337,286.87
$1,652,705.69
2.) Garage
5.) Residential 6.) Site
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.
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Mixed Use Scheme A – Floor Plan - Cost Model Basis
6.0 % slope
service elev.
loading
leasable area
leasable area lobby
leasable area
leasable area
leasable area
leasing office
fitness center
Not To Scale
Level 1 Garage: 53,900 GSF (865 Cars) Office: 16,900 GSF Retail: 6,472 GSF Podium: 55,710 GSF Retail (Feature): 6,568 GSF 3
Mixed Use Scheme A – Typical Elevated Plan - Cost Model Basis
6.0 % slope
6.0 % slope
service elev.
lobby
leasable area
Not To Scale
Level 2 Garage: 53,900 GSF (865 Cars) Office: 16,900 GSF Residential: 53,359 GSF
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Mixed Use Scheme A – Roof Level Elevated Plan - Cost Model Basis
leasable area
service elev.
lobby
leasable area
Not To Scale
Level 6 Office: 26,400 GSF
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Mixed Use Scheme A – Site Plan
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Mixed Use Scheme A - Images
SouthWest Aerial 7
Mixed Use Scheme A - Images
SouthEast Aerial 8
Mixed use Scheme A - Images
NorthEast Aerial 9
Mixed Use Scheme A - Images
NorthWest Aerial 10
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 – Foundations Retaining Systems 1.) The project does not include a retention system. Pad Preparation 1.) 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. Foundation 1.) 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 Grade 1.) 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 Superstructure General 1.) 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. Columns 1.) 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 Slabs 1.) 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 Enclosure 1.) 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 – Roofing 1.) 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 Construction General 1.) 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 Types 1.) 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 Types 1.) 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. Miscellaneous 1.) 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 - Specialties 1.) 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 mirrors B.) Toilet tissue holders C.) Paper towel dispensers with integral waste baskets D.) Sanitary napkin disposal units. E.) Toilet partitions F.) Soap dispensers G.) 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 Finishes General 1.) 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 Finishes 1.) 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 Finishes 1.) 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 Finishes 1.) 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. Other 1.) Lobby furniture, conference room tables & chairs, and other owner provided furniture are not included in the estimate. D. SERVICES D10 - Conveying 1.) 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 – Plumbing 1.) Base, shell building plumbing systems have been included in the cost estimate. Systems included: a. Sanitary waste and vent b. Primary and secondary storm drainage c. 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 piping b.) 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 – HVAC 1.) 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 Protection Fire Protection 1.) 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 – Electrical 1.) 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. Systems 1.) 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 - Equipment 1.) No equipment other than what is included in the estimate or included as an allowance is provided. E20 - Furnishings 1.) No furnishings other than what is included in the estimate or included as an allowance are provided. G. Building Sitework G10 - Site Preparation 1.) 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 Improvements 1.) 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 Utilities 1.) 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 DETAIL CONCEPTUAL COST ESTIMATE July 21, 2008
1807 Ross Avenue Suite 500 Dallas, Texas 75201-8006 214.303.6200 Fax: 214.303.6300 beckgroup.com
Project Example
Revision # None
Dallas
8:12 AM
Texas
DESCRIPTION
1.) Office Building
QUANTITY
U.M.
$/U.M.
SUBTOTAL
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 IV. SUBTOTAL Contingency on Direct Escalation on Direct
4.00%
$948,803.01
10.00% 5.00%
$24,668,878.32 $2,225,077.36 $1,112,538.68
Design & Consultants Fee
PROJECT TOTAL
215,568
129.92
$28,006,494.35
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 bt a design professional.
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Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Office Building
Uniformat Code --- UNKNOWN CATEGORY A SUBSTRUCTURE
6/18/2008
Cost
Cost / SF
-
-
358,739.11
1.66
12,939,243.80
60.02
C INTERIORS
2,321,140.61
10.77
D SERVICES
6,536,807.93
30.32
33,550.00
0.16
B SHELL
E EQUIPMENT & FURNISHINGS F SPECIAL CONSTRUCTION G BUILDING SITEWORK
-
-
61,292.10
0.28
Subtotal Direct Cost
$22,250,773.55
$103.22
Total Cost
$22,250,773.55
$103.22
Page 1 of 7 Beck Technology, Ltd.
Wed,Jun/18/2008
11:55:55PM 20
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Office Building
6/18/2008
Cost
$ / SF
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
708,305.14
3.29
2,586,820.56
12.00
331,017.31
1.54
1,541,313.92
7.15
33,550.00
0.16
7,400.00
0.03
53,892.10
0.25
$22,250,773.55
$103.22
UNIFORMAT Level II Category A10 Foundations
D20 Plumbing D30 HVAC D40 Fire Protection D50 Electrical E10 Equipment G10 Site Preparation G40 Site Electrical Utilities
Page 2 of 7 Beck Technology, Ltd.
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Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Office Building
Division Description
6/18/2008 Quantity
Unit
UnitPrice
Cost
$ / SF
A SUBSTRUCTURE A10 - 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)
02310100B001
Fine Grade - Slab on Grade
02340500B001
2,365.69
C.Y.
5.50
13,011.27
0.06
15,968.38
S.F.
0.55
8,782.61
0.04
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
$1.66
$358,739.11
$1.66
Total - Foundations
Total - SUBSTRUCTURE
B SHELL B10 - Superstructure 01310700B007
Shell Field Engineering
01510050B001
Temporary Power Consumption
17.15
Week
3,800.00
65,157.84
0.30
1,724,547.04
SFMO
0.02
33,283.76
0.15
01310700B010 01540820B003
Temporary Labor Foreman
36.37
Week
1,500.00
54,558.00
0.25
Temporary Materials
36.37
Week
175.00
6,365.10
01540780B001
Personnel Hoist Complete
0.03
215,568.38
S.F.
1.17
252,215.00
01740500B002
Trash Haul Service
1.17
103.92
Ea.
350.00
36,372.00
0.17
01520500B002
Temporary Building Facilities
01107300B001
Structural Design Check
215,568.38
S.F.
0.18
38,802.31
0.18
1.00
Ea.
5,000.00
5,000.00
01740500B003
0.02
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)
15705600B001
Equipment Pads
01830110B001
Mobile Crane Rental
4.00
01830110B002
Crane Rental-Tower Crane
5.00
03310240B010
Concrete Pan Form, One Way Joist System, Includes Dropped Beams, 1CF/1SF, 6lbs/SF, 6000PSI
Page 3 of 7 Beck Technology, Ltd.
6,208.33
L.F.
6.00
37,250.00
0.17
798.40
S.F.
12.00
9,580.80
0.04
Month
35,000.00
140,000.00
0.65
Month
75,000.00
375,000.00
1.74
19.00
4,294,000.00
19.92
226,000.00
S.F.
Wed,Jun/18/2008
11:55:55PM 22
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Office Building
Division Description
6/18/2008 Quantity
Unit
UnitPrice
Cost
$ / SF
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
$28.34
Total - Superstructure
B20 - Exterior Enclosure 01107300B002
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
$29.83
Total - Exterior Enclosure
B30 - Roofing 07220700B002
Roof Deck Insulation
07720700B001
Roof Hatches
26,400.00
S.F.
2.75
72,600.00
0.34
2.00
Ea.
1,500.00
3,000.00
07550500B001
0.01
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
$1.86
$12,939,243.80
$60.02
Total - Roofing
Total - SHELL
Page 4 of 7 Beck Technology, Ltd.
Wed,Jun/18/2008
11:55:55PM 23
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Office Building
Division Description
6/18/2008 Unit
UnitPrice
Cost
$ / SF
17.15
Week
3,800.00
65,157.84
0.30
3.60
Month
5,050.00
18,180.00
0.08
Quantity
C INTERIORS C10 - Interior Construction 01310700B008
Interior Field Engineering
01510800B002
Temporary Interior Elevator Operator/Service/Protection
05120440B002
Misc Metals - Int - Allow /sf
09110100B002
3-5/8" Light Gauge Metal Stud Framing
08210900B001
Interior Door/Frame/Hardware
09250700B004
2 Layers of 5/8" Type "X" Gypsum Board
09250700B001
1 Layer of 5/8" Type "X" Gyp Board
09250500B001
Gypsum Board Ceilings
04415600B001
Stone Vanity Top
05120720B004
Elevator Separator Beams
215,568.38
S.F.
0.25
53,892.10
0.25
73,576.14
S.F.
2.15
158,188.70
0.73
92.00
Ea.
1,200.00
110,400.00
0.51
89,881.52
S.F.
2.00
179,763.04
0.83
35,104.30
S.F.
1.05
36,859.52
0.17
9,283.20
S.F.
4.00
37,132.80
0.17
194.40
L.F.
110.00
21,384.00
0.10
77.00
Ea.
530.00
40,810.00
0.19
$721,767.99
$3.35
Total - Interior Construction
C15 - Specialties 10355400B002
Entry Mat Allowance
10210800B002
Louver Allowance
10440200B001
Interior Signage Allowance
10525300B001
1.00 1.00
All
3,000.00
3,000.00
0.01
All
15,000.00
15,000.00
0.07
215,568.38
S.F.
0.10
21,556.84
0.10
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
$0.66
Total - Specialties
C20 - Stairs 03150660B001
Finish Stair Treads/Landings - Super Struct
05517700B002
Pan Stairs & Landings
3,000.00
L.F.
10.00
30,000.00
0.14
40.00
Flight
7,500.00
300,000.00
1.39
$330,000.00
$1.53
Total - Stairs
C30 - Interior Finishes 01510050B002
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
Page 5 of 7 Beck Technology, Ltd.
Wed,Jun/18/2008
11:55:55PM 24
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Office Building
Division Description 09310100B002
Ceramic Tile Wall - Class B
09510760B002
Acoustical Ceiling Allowance (Lease Space) - /sf (Tile stacked on Floor)
09910200B008
Paint Pan Stairs
09910200B010
Paint Stair Rails
09910200B001
Lobby Finish Allowance
09510760B001
Vinyl Lay-in Ceiling Allowance /sf (Tile & grid installed) at Garage/Office
6/18/2008 Quantity
Unit
UnitPrice
Cost
$ / SF
12,364.80
S.F.
8.50
105,100.80
0.49
180,388.00
S.F.
2.25
405,873.00
1.88
40.00
Flight
354.00
14,160.00
0.07
960.00
L.F.
8.00
7,680.00
0.04
1,543.50
S.F.
150.00
231,525.00
1.07
10,431.62
S.F.
3.75
39,118.58
0.18
$1,127,825.79
$5.23
$2,321,140.61
$10.77
Total - Interior Finishes
Total - INTERIORS
D SERVICES D10 - 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
$6.35
Total - Conveying
D20 - Plumbing 07720600B001
Primary Roof and Overflow Drains
15107320B001
Base Building Plumbing System /sf for Core/Shell Office Building
22.00
Ea.
2,800.00
61,600.00
0.29
215,568.38
S.F.
3.00
646,705.14
3.00
$708,305.14
$3.29
2,586,820.56
12.00
$2,586,820.56
$12.00
Total - Plumbing
D30 - HVAC 15720100B001
Base Building HVAC System /sf Core/Shell Office Building
215,568.38
S.F.
12.00
Total - HVAC
D40 - Fire Protection 13920400B001
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
$1.54
1,541,313.92
7.15
$1,541,313.92
$7.15
Total - Fire Protection
D50 - Electrical 16132205B001
Total - Electrical Page 6 of 7 Beck Technology, Ltd.
Base Building Electrical /sf for Core/Shell Office Building
215,568.38
S.F.
7.15
Wed,Jun/18/2008
11:55:55PM 25
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Office Building
Division Description
6/18/2008 Quantity
Unit
Cost
$ / SF
$6,536,807.93
$30.32
33,550.00
0.16
$33,550.00
$0.16
$33,550.00
$0.16
5,000.00
5,000.00
0.02
200.00
2,400.00
0.01
$7,400.00
$0.03
53,892.10
0.25
$53,892.10
$0.25
$61,292.10
$0.28
$22,250,773.55
$103.22
UnitPrice
Total - SERVICES
E EQUIPMENT & FURNISHINGS E10 - Equipment 01540780B002
Roof Davits
61.00
Ea.
550.00
Total - Equipment
Total - EQUIPMENT & FURNISHINGS
G BUILDING SITEWORK G10 - Site Preparation 01107700B001
Certified Survey
01510800B001
Temporary Water Consumption
1.00
Ea.
12.00
Month
Total - Site Preparation
G40 - Site Electrical Utilities 02580410B003
Architectural Building Lighting
Total - Site Electrical Utilities
Total - BUILDING SITEWORK
Subtotal Direct Cost
Page 7 of 7 Beck Technology, Ltd.
215,568.38
S.F.
0.25
Wed,Jun/18/2008
11:55:55PM 26
PROJECT COST DETAIL CONCEPTUAL COST ESTIMATE July 21, 2008
1807 Ross Avenue Suite 500 Dallas, Texas 75201-8006 214.303.6200 Fax: 214.303.6300 beckgroup.com
Project Example
Revision # None
Dallas
8:13 AM
Texas
DESCRIPTION
1.) Garage
QUANTITY
U.M.
$/U.M.
SUBTOTAL
270,433
SF
$33.69
$9,110,634.81
I. SUBTOTAL
$9,110,634.81
General Conditions
6.50%
$592,191.26
Subguard on Total
1.00%
$102,938.52
Builder's Risk (Quote)
0.090%
$9,264.47
II. SUBTOTAL
$9,815,029.06
General & Excess Liability
0.711%
$82,905.78
III. SUBTOTAL
$9,897,934.84
Fee IV. SUBTOTAL Contingency on Direct Escalation on Direct
4.00%
$395,917.39
10.00% 5.00%
$10,293,852.24 $911,063.48 $455,531.74
Design & Consultants Fee
PROJECT TOTAL
$0.00
270,433
43.12
$11,660,447.46
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 bt a design professional.
27
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Parking Structure
Uniformat Code --- UNKNOWN CATEGORY A SUBSTRUCTURE B SHELL C INTERIORS D SERVICES
6/18/2008
Cost
Cost / SF
-
-
698,610.58
-
5,735,573.01
-
263,977.77
-
1,104,985.46
-
E EQUIPMENT & FURNISHINGS
-
-
F SPECIAL CONSTRUCTION
-
-
G BUILDING SITEWORK
1,307,487.99
-
Subtotal Direct Cost
$9,110,634.81
$0.00
Total Cost
$9,110,634.81
$0.00
Page 1 of 6 Beck Technology, Ltd.
Wed,Jun/18/2008
11:57:50PM 28
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Parking Structure
UNIFORMAT Level II Category A10 Foundations
6/18/2008
$ / SF
Cost 698,610.58
-
4,895,694.15
-
839,878.86
-
C10 Interior Construction
35,293.83
-
C15 Specialties
39,270.00
-
132,000.00
-
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
-
64,124.79
-
$9,110,634.81
$-
B10 Superstructure B20 Exterior Enclosure
C20 Stairs C30 Interior Finishes
G40 Site Electrical Utilities
Page 2 of 6 Beck Technology, Ltd.
Wed,Jun/18/2008
11:57:50PM 29
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Parking Structure
Division Description
6/18/2008 Quantity
Unit
UnitPrice
Cost
$ / SF
A SUBSTRUCTURE A10 - Foundations 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
$-
$698,610.58
$-
Total - Foundations
Total - SUBSTRUCTURE
B SHELL B10 - Superstructure 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
01740500B002
Trash Haul Service
01540700B001
Jobsite Safety
01310700B010
Temporary Labor Foreman
01740500B003
Final Clean - Shell/Core
01560400B001
Perimeter Protection at Slab Edges (Perimeter* #Floors)
15705600B001
270,433.00
S.F.
0.18
48,677.94
-
112.58
Ea.
350.00
39,403.00
-
270,433.00
S.F.
0.33
89,242.89
-
39.40
Week
1,500.00
59,104.50
-
270,433.00
S.F.
0.06
16,225.98
-
3,880.00
L.F.
6.00
23,280.00
-
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
S.F.
19.00
4,114,118.83
-
03310240B011
24x24 CIP Column
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 Page 3 of 6 Beck Technology, Ltd.
216,532.57 2,268.00
Wed,Jun/18/2008
11:57:50PM 30
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Parking Structure
Division Description
6/18/2008 Quantity
Unit
UnitPrice
Cost
$ / SF
B20 - Exterior Enclosure 01107300B002
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
$-
$5,735,573.01
$-
35,293.83
-
$35,293.83
$-
Total - Exterior Enclosure
Total - SHELL
C INTERIORS C10 - Interior Construction 01310700B008
Interior Field Engineering
9.29
Week
3,800.00
Total - Interior Construction
C15 - Specialties 10440200B001
Interior Signage Allowance
10525300B001
Fire Extinguisher and Cabinet
269,500.00
S.F.
0.10
26,950.00
-
88.00
Ea.
140.00
12,320.00
-
$39,270.00
$-
Total - Specialties
C20 - Stairs 03150660B001
Finish Stair Treads/Landings - Super Struct
05517700B002
Pan Stairs & Landings
1,200.00
L.F.
10.00
12,000.00
-
16.00
Flight
7,500.00
120,000.00
-
$132,000.00
$-
Total - Stairs
C30 - Interior Finishes 01740500B008
Final Clean - Interiors
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
-
Page 4 of 6 Beck Technology, Ltd.
270,433.00
Wed,Jun/18/2008
11:57:50PM 31
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Parking Structure
Division Description
6/18/2008 Quantity
Unit
UnitPrice
Total - Interior Finishes
Total - INTERIORS
Cost
$ / SF
$57,413.94
$-
$263,977.77
$-
184,052.68
-
$184,052.68
$-
119,092.91
-
$119,092.91
$-
D SERVICES D20 - Plumbing 15107320B002
Base Building Plumbing System /sf for Parking Structure
216,532.57
S.F.
0.85
Total - Plumbing
D30 - HVAC 15720100B002
Base Building HVAC System /sf for Parking Structure
216,532.57
S.F.
0.55
Total - HVAC
D40 - Fire Protection 02510740B001
6" Fire Main to 5' oustide of Building
13930600B002
Base Building Dry Pipe System /sf for Parking Structure
1.00
Ea.
5,000.00
5,000.00
-
216,532.57
S.F.
1.40
303,145.60
-
$308,145.60
$-
493,694.26
-
$493,694.26
$-
$1,104,985.46
$-
200.00
2,600.00
-
Total - Fire Protection
D50 - Electrical 16132205B002
Base Building Electrical /sf for Parking Structure
216,532.57
S.F.
2.28
Total - Electrical
Total - SERVICES
G BUILDING SITEWORK G10 - Site Preparation 01510800B001
Temporary Water Consumption
13.00
02220110B100
Miscellaneous Building and Paving Demolition Allowance
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
$-
1.00
Month All
Total - Site Preparation
G20 - Site Improvements 02760500B001
Parking Striping/Pavement Markings Allowance
01520500B001
Temporary Site Facilities
Page 5 of 6 Beck Technology, Ltd.
45,947.13
L.F.
1.25
57,433.91
-
212,932.76
S.F.
0.10
21,293.28
-
Wed,Jun/18/2008
11:57:50PM 32
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Parking Structure
Division Description
6/18/2008 Quantity
Unit
UnitPrice
Cost
$ / SF
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
02750600B001
6" Paving
02770300B001
Curb & Gutter - 24" /lf
02750600B002
3,390.40
S.Y.
3.25
11,018.79
-
20,249.86
S.F.
6.00
121,499.16
-
5,320.48
L.F.
14.00
74,486.70
-
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 Utilities 020801001260
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 Utilities 02580410B001
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
$-
$1,307,487.99
$-
$9,110,634.81
$-
Total - Site Electrical Utilities
Total - BUILDING SITEWORK
Subtotal Direct Cost Page 6 of 6 Beck Technology, Ltd.
Wed,Jun/18/2008
11:57:50PM 33
PROJECT COST DETAIL CONCEPTUAL COST ESTIMATE July 21, 2008
1807 Ross Avenue Suite 500 Dallas, Texas 75201-8006 214.303.6200 Fax: 214.303.6300 beckgroup.com
Project Example
Revision # None
Dallas
8:13 AM
Texas
DESCRIPTION
1.) Retail Feature
QUANTITY
U.M.
$/U.M.
SUBTOTAL
6,184
SF
$233.98
$1,446,942.10
I. SUBTOTAL
$1,446,942.10
General Conditions
9.00%
$130,224.79
Subguard on Total
1.00%
$16,731.98
Builder's Risk (Quote)
0.090%
$1,505.88
II. SUBTOTAL
$1,595,404.75
General & Excess Liability
0.711%
$13,439.60
III. SUBTOTAL
$1,608,844.35
Fee IV. SUBTOTAL Contingency on Direct Escalation on Direct
4.00%
$64,353.77
10.00% 5.00%
$1,673,198.13 $144,694.21 $72,347.11
Design & Consultants Fee
PROJECT TOTAL
$0.00
6,184
305.67
$1,890,239.44
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 bt a design professional.
34
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Retail Building
Uniformat Code --- UNKNOWN CATEGORY
6/19/2008
Cost
Cost / SF
-
-
A SUBSTRUCTURE
145,722.19
23.98
B SHELL
422,112.61
69.47
C INTERIORS
3,392.08
0.56
D SERVICES
86,117.14
14.17
E EQUIPMENT & FURNISHINGS
-
-
F SPECIAL CONSTRUCTION
-
-
G BUILDING SITEWORK
13,752.76
2.26
Subtotal Direct Cost
$671,096.77
$110.45
Total Cost
$671,096.77
$110.45
Page 1 of 5 Beck Technology, Ltd.
Thu,Jun/19/2008
12:00:47AM 35
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Retail Building
6/19/2008
Cost
$ / SF
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
18,228.57
3.00
9,114.29
1.50
D40 Fire Protection
22,317.14
3.67
D50 Electrical
36,457.14
6.00
1,600.00
0.26
12,152.76
2.00
$671,096.77
$110.45
UNIFORMAT Level II Category
D20 Plumbing D30 HVAC
G10 Site Preparation G40 Site Electrical Utilities
Page 2 of 5 Beck Technology, Ltd.
Thu,Jun/19/2008
12:00:47AM 36
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Retail Building
Division Description
6/19/2008 Quantity
Unit
UnitPrice
Cost
$ / SF
A SUBSTRUCTURE A10 - Foundations 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
$23.98
$145,722.19
$23.98
Total - Foundations
Total - SUBSTRUCTURE
B SHELL B10 - Superstructure 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
$42.34
Total - Superstructure
B20 - Exterior Enclosure 07130500B003
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
Page 3 of 5 Beck Technology, Ltd.
Thu,Jun/19/2008
12:00:47AM 37
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Retail Building
Division Description
6/19/2008 Quantity
Unit
UnitPrice
Cost
$ / SF
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
$27.13
$422,112.61
$69.47
Total - Exterior Enclosure
Total - SHELL
C INTERIORS C15 - Specialties 10440200B001
Interior Signage Allowance
10525300B001
Fire Extinguisher and Cabinet
6,076.38
S.F.
0.10
607.64
0.10
6.00
Ea.
140.00
840.00
0.14
$1,447.64
$0.24
Total - Specialties
C30 - Interior Finishes 01740500B008
Final Clean - Interiors
01510050B002
Checkout Power
6,076.38
S.F.
0.10
607.64
0.10
12,152.76
SFMO
0.11
1,336.80
0.22
$1,944.44
$0.32
$3,392.08
$0.56
18,228.57
3.00
$18,228.57
$3.00
9,114.29
1.50
$9,114.29
$1.50
Total - Interior Finishes
Total - INTERIORS
D SERVICES D20 - Plumbing 15107320B004
Base Building Plumbing System /sf for Retail (Cold Dark Shell)
6,076.19
S.F.
3.00
Total - Plumbing
D30 - HVAC 15720100B003
Base Building HVAC System /sf for Retail (Cold Dark Shell)
6,076.19
S.F.
1.50
Total - HVAC
D40 - Fire Protection 02510740B001
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
Page 4 of 5 Beck Technology, Ltd.
Thu,Jun/19/2008
12:00:47AM 38
Estimate Name: Estimate Number:
Palladium Plaza - Rosedale - Scheme A Retail Building
Division Description
6/19/2008 Quantity
Unit
UnitPrice
Total - Fire Protection
Cost
$ / SF
$22,317.14
$3.67
36,457.14
6.00
$36,457.14
$6.00
$86,117.14
$14.17
1,600.00
0.26
$1,600.00
$0.26
12,152.76
2.00
$12,152.76
$2.00
$13,752.76
$2.26
$671,096.77
$110.45
D50 - Electrical 16132205B004
Base Building Electrical /sf for Retail (Cold Dark Shell)
6,076.19
S.F.
6.00
Total - Electrical
Total - SERVICES
G BUILDING SITEWORK G10 - Site Preparation 01510800B001
Temporary Water Consumption
8.00
Month
200.00
Total - Site Preparation
G40 - Site Electrical Utilities 02580410B003
Architectural Building Lighting
Total - Site Electrical Utilities
Total - BUILDING SITEWORK
Subtotal Direct Cost
Page 5 of 5 Beck Technology, Ltd.
6,076.38
S.F.
2.00
Thu,Jun/19/2008
12:00:47AM 39