FINAL SUBMITTAL PACKAGE Dated April 2,2008egov.pascocountyfl.net/content/ecm/consolidatedagendas/... · 2008. 6. 24. · PPP nnnnn l l.-.-.- r r rrr FFFFY . Qualifications 1. All

FINAL SUBMITTAL PACKAGE Dated April 2,2008

APPENDIX 3

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April 2,2008

AlTENTION: Selection Committee

REFERENCE: Design and Construction (Design-Build) of a New Regional Hurricane Shelter and Health Clinic

Request for Proposal No. 08-01 0

SUBJECT: Submission and Presentation of Priced Proposals . .

Dear Selection Committee Members,

Attached herewith is our Design Build Proposal for the above referenced project. Our proposal is organized as follows:

1. 160 MPH Shelter Cost Breakdown with Construction Summary Description.

2. 200 MPH Shelter Cost Breakdown with Construction Summary Description.

3. Alternates/Summary/Description and Cost.

4. Cost Qualifications.

5. Proposed Schedule.

6. Conceptual Renderings.

7. Miscellaneous Information.

We trust that this information will be sufficient to allow you to make an informed decision. We look forward to seeing you on April 9,2008 to

answer any questions you might have regarding the enclosed information.

Respectfully,

SPRING ENGINEERING, INC. fl

I President

BANDES CONSTRUCTION COMPANY, INC.

@ ert Bandes President

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Project Cost Analysis

Regional Hurricane Shelter Health Clinic Division 0 - Preconstruction Services

Division 1 - General Requirements

Division 2 - Site Construction

Division 3 - Concrete

Division 4 - Masonry

Division 5 - Metals

Division &Wood and Plastic

Division 7 - Thermal and Moisture Protection

Divlsion 8 - Door and Windows

Dlvlsion 9 - Finishes

Division 10 - Specialties

Division 1 f - Equipment

Division 12 - Furnishings

Division 13 - Special Construction

Division 14- Conveying Systems

Division 15 - Mechanical

Division 16 - Electrical

y B w c E s man- e. r;

$729,000

$315,065 Construction Summary Description

$76,705

$1,250

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$1,375,366

$1,141,000

Foundation System .Larger Reinforced Strip Footing with Tie Down Anchors

Exterior Walls *I 00% Concrete Filled Reinforced 12" CMU Exterior Walls with #7 Vertical Reinforcing Bars at 24" O.C. with Vertical and Horizontal Reinforced Concrete Beams

Roof System *Deeper Bar Joist System *Heavier Metal Deck with Reinforced Concrete Topping *Multi-ply SBS Modified Bitumen Roof

HVAC System *Eleven Systems - Including Outside Air 01 50 Total Tons

Direct Cost $61686,719 *Chilled Water System (2) Located on

Builder's Risk insurance $45, WO East Side

Electrical System Bond Pmmium $74,862

Design - Build Fee $476,461 *Overall Size - (2) 800 Amp Service Entrance

Contingency (3%) $218,491 *Generator - (2) 800 Amp ATS'S

. TotalProjecLCost , - - - . - - - - $7,501,533 1000 kVA Max

Project Cost Analysis

1. Install commercial grade fully equipped kitchen exhaust hood system with an Ansul fire protection system at the food service area of the facility. The exhaust hood system shall be equipped with low velocity, down discharged make up air grills.

2. Provide a single central station variable air volume (VAV) air handling unit to condition the clinic spaces instead of the three (3) constant air volume units.

3. Provide a unit price to equip a door with an electric strike and access control card swipe device. This shall include power and low voltage cabling required to unlock the door upon activation of the card swipe device.

4. Allowance add to provide LEEDS Certification for the proposed project. (Refer to following page for proposed LEEDS credits which are subject to Pasco County Approval.)

$29, loo* Add

$1 0,420* Add

$3,250" add '

$360,627" add

*These numbers include design fee increases.

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Qualifications

1. All utility company fees are excluded.

2. All governmental fees are excluded.

3. Fuel for generator (except for start-up) is excluded.

4. Additional soil borings or surveys that may be required to complete the design are excluded.

5. Asbestos survey and abatement are excluded.

6. Monument sign is excluded.

7. File cabinets are excluded.

8. Record storage system is excluded.

9. Fire pump is excluded. If required add $46,200.

10. Site lighting is excluded.

11. LEEDS requirements subject to review between Owner and Design-Builder.

12. Soil remediation I special foundation design if required due to soil bearing capacity issues is

not included.

13. Furnishings, fixtures and equipment are by owner.

14. Masonry walls for the FEMA 361 structure meet the Florida Energy Code as bid. If R-11

insulation is required, add $71,457 to install R-11 insulation with drywall.

Proposed Construction Schedule

Firm Overview and History

CI BANDES CONSTRUCTION COMPANY, INC. was founded in 1987 and is a general contracting and construction mana ement firm that 8 builds exciting projects throughout the-state of Flori a. Our main objective is delivering except~onal, personalized service to our clients. We accomplish this by truly listening to our clients' goals and concerns as well as implementing comprehensive tools and services.

a Our unique business model allows our project teams to better service our clients by focusing their specialized expertise within one of the following areas: governmental, educational, financial, commercial, retail, religious and healthcare. This approach also has allowed us to diversify as a company, attract the best people, and cultivate a team of expert project executives, project managers, superintendents, and estimators.

. ..

Summary of Team Projects Completed

Project Organizational Outline

Pasco County Commissioners Ted Schrader - Chalrrnan

Pat Mulled Ann Hiidebrand

Michael Cox Jack Marlano I

Facilities Management Frank James I Chris Hessler

SEI 1 Bandes Teem Robelt Bandes

Bandes Construction

Sr. Project Estimator Mlke Hovey

Open Direct CommunicaUon Durlng I Architecture Team

Mickie Alexander, R A Project Manager

Site Design Sam Arwood

Jlm Dalka Permking

Caton Gantt

General Superintendent

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MEP St~ctural Mark Stephens W@er,Fi@ggald, P.E. Ken Youw, P.E.

-., - - "... _* < - Direct Construction Commun!cation -- CbnstWoh Admi~iistratlon Superintendent

Philiip tee, RA. . .

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Specific Project Issues 1 Approach

Site a SLOSH Study

w Base Flood Zone = X a Stonn Surge Elevation 26 (For Category 5 Hurricane) a Proposed F.F.E. = 29.5' - 30.0'

a Stormwater a Closed Basln a 100 Year Event a No Discharge Design s Current Schematic = 20,000 C.F. s Actual Design = 70,000 C.F. (Used DCA Record 24 Hour Rainfall #)

n Fill 1 Soils m Small Depresslon Center of Site (Elevation +I-25.0')

e Sanitary a Exlstlng 6" Force Main South Slde of Denton Avenue s Proposing a Lift Station s Per DCA Guidelines - 1.5 x Water Usage = 2.6 GPDlPerson (Based upon 1050 Persons) (DCA G.5.4)

Proposed 4- 2000 Gallon Concrete Septic Tanks Connected with an 8" Plpe 81 Continuous Flow Line

Water 12" Water Main North Slde of Denton Avenue DCA - 1.67 Gallons1 per person1 per day (DCA GL5.1)

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Pruvid6 5,500 Gallons.of Storage (3 Days) ~ i s c u ~ ~ b ~ ~ @ = ~ s ~ ~ e l o ~ ~ d r o u n d - YYierhdornmend Above Ground Storage - Specificetlon is Calling.for Below ~ ~ o u n d . ,

n p r e $ ~ u r e - ~ ~ ~ $ ~ a @ - ~ b @ p l ~ 4 ~ - , , - - - - ,

Flow ~estt3d 1087'd@l'- ~ & k ~ r & $ $ u r e 701 ResldllPl Preasun 50 -; I

Fire Pirinp ~e~ulb6r i renf l M& ef -. Needed. ,

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Specific Project Issues I Approach

Why the SEI I Bandes Team?