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1997-32 Bid Award Parkland Municipal Complex RESOLUTION NO. 97-32 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF PARKLAND, FLORIDA, AUTHORIZING THE AWARD OF A CONTRACT FOR THE PARKLAND MUNICIPAL COMPLEX, CITY CONTRACT #97-01; CONTAINING AN EFFECTIVE DATE. WHEREAS, the City of Parkland advertised for competitive bids for the Parkland Municipal Complex, City Contract No. 97-01; and WHEREAS, the City of Parkland received ten (10) bids from the following bidders: Double E Constructors, Inc., Atkins Construction, Inc" Urban Organization Inc" Padula & Wadsworth Construction, Inc., Di Pompeo Construction Corporation, BCL Construction, Inc., Sterling Contractors, Inc., Bliss Construction, Inc., SBS Construction Corporation, and Rockland Construction Company. WHEREAS, the City Commission finds that of the five (5) lowest base bids, the bid of Atkins Construction is nonconforming as Appendix "A"- Unit Prices and Appendix 'c' - Cost Breakdown were not completed, Section 00430 Qualification Request Form was not completed and Section 00450 General Contractor Questionnaire was not fully filled out. WHEREAS, the City Commission of the City of Parkland has fully reviewed all bids and determined that the bid of Sterling Contractors, Inc, is the lowest responsible and responsive bid which best meets the criteria set forth in the bid packet and that based upon the bid price and other factors to be considered it is in the best interest of the City to accept said bid. NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF PARKLAND, FLORIDA: Section 1. That Sterling Contractors, Inc. is hereby awarded a contract in the amount of 52, 189,800.00, for the Parkland Municipal Complex, City Contract number 97- 01 which includes bid alternate numbers: DA3 Alum. Clad Wood Windows & Doors DA5 Interlocking Concrete Pavers DA7 Porcelain Tile Pavers DA12 Brick Finish DAB Reception Counter Finish 538,000.00 541,000.00 522,000.00 540,000.00 5 4,200.00 RESOLUTION NO. 97-32 PAGE 2 As a condition to this award, the City Commission reserves the right to reconsider these bid alternates and amend the contract accordingly. The City Commission has specifically instructed Sterling Contractors, Inc. to provide further information as to the following bid alternates: DA3 Alum. Clad Wood Windows & Doors DA5 Interlocking Concrete Pavers DA7 Porcelain Tile Pavers DA12 Brick Finish DA13 Reception Counter Finish AAI5 Concrete Sidewalk Coloring $ 38,000.00 $ 41,000.00 $ 22,000.00 $ 40,000.00 $ 4,200.00 $ 12,200,00 Section 2. The City Commission does hereby authorize the Mayor to execute a contract for the construction of the Parkland Municipal Complex with Sterling Contractors, Inc.. All other appropriate City officials are authorized to execute said contract and to implement same. Section 3. The appropriate authorities are hereby authorized to draft a contract acceptable in form to the City Attorney and City Manager, and upon approval of the City Attorney and City Manager as to the form of contract, they shall enter into said contract with Sterling Contractors, Inc.. Section 4. That this Resolution shall become effective upon adoption. PASSED AND ADOPTED THIS 17th DAY OF SEPTEMBER ,1997. CITY OF PARKLAND, FLORIDA SAL#~ ATTESTED: ~ SUSAN ARMSTRONG, C.M.C. "- CITY CLERK SECTION 00690 AGREEMENT BEnMEEN OWNER AND CONTRACTOR THIS IS THE AGREEMENT WHICH WILL GOVERN THE SUCCESSFUL BIDDER'S PERFORMANCE UNDER THE CONTRACT AND SHALL BE EXECUTED BY THE SUCCESSFUL BIDDER. ALL BIDDERS, BY SUBMISSION OF THEIR BIDS AGREE TO EXECUTE THIS CONTRACT IF SELECTED BY CITY TO PERFORM THE PROJECT. This Agreement is entered into between the City of Parkland, 6500 Parkside Drive, Parkland, Florida, as OWNER, and STERLING CONTRACTORS. INC. 99 NW 183rd St., #127, Miami. FL (CONTRACTORS NAME AND ADDRESS), as CONTRACTOR, made as of the 1 ~~ day of n,..~(),,~~ . In the year of Nineteen Hundred and Ninety Seven. 1. This Agreement shall consist of the Contract Documents,. of which this is a part. The Contract Documents shall consist of this agreement, the entire Bid packet and all documents contained therein, including, but not limited to, the instructions to Bidders, the General Conditions, the supplementary General Conditions, any special conditions (as revised), any supplementary conditions, all Construction Plans, drawings and technical specifications and the bid and all bid forms and questionnaires submitted by the Contractor (except those provisions of the Bid not accepted by. the OWNER) and any addendum issued by the CITY. All said documents and provisions contained therein shall be binding contractual provisions. 2. The total contract price shall be Two mi 11 ion three hundrpd th:l rty fi ve thousand Dollars(ln words) $ 2,335,000.00 which shall include the following alternates accepted by the City SECTION 00690 - 1 of 12 Commission: 3. Substantial and final completion shall be achieved as set forth in the contract documents. 4. CONTRACTOR shall ensure that all subcontractors materialmen, laborers, or other providers of goods and services are paid in full for services properly rendered. This shall be the full responsibility of the CONTRACTOR and a requirement for payment. 5. Based upon application for payment submitted to the Architect, by CONTRACTOR and certificates for payment issued by the Architect, the OWNER shall make progress payments on account of the contract sum as set forth below or elsewhere in the contract documents. 5.1 No progress payments shall be made more often than 30 day cycles. The first 30 day cycle shall begin 30 calendar days after Commencement of construction and continue thereafter in 30 day intervals provided that application for payment be made within 3 days of the commencement of each period. The architect shall then have 7 days to review the application for payment and either approve or deny the application or authorize a payment of a lesser amount. The OWNER shall, within 20 days of any certificate for payment from the Architect, make the payment set forth in the certificate less a 10% retainage which shall be retained by the OWNER to assure final completion of the work according to the Contract Documents. 5.2 Each application for payment shall be based upon the schedule of values submitted by the Contractor in accordance with the contract documents. The schedule of values shall fairly allocate the contract sum among the various portions of the work and be prepared by the CONTRACTOR, but must be approved in writing by the Architect In case the Architect and SECTION 00690 - 2 of 12 CONTRACTOR cannot agree on a schedule of values, the Architect shall determine the schedule of values to be used. 5.3 Applications for payment shall indicate the percentage of completion of each portion of the work as of the end of the period covered by the application for payment. The architect may require additional substantiation with regard to said percentage of completion which shall be immediately provided by the CONTRACTOR. The provisions of Section 9.5 and 9.6 of the General Conditions shall, in addition to these provisions govern all progress payments. 5.4 The Architect may subtract from the certificate of payment any amounts provided for by Sec. 9.5 of the General Conditions of any amount which the Architect deems to represent work not completed in strict compliance with the contract documents. 5.5 Upon substantial completion of all work, the Architect shall have the sole discretion to reduce the retainage amount to 5% provided there has been no delay in the work. However, Architect may still withhold amounts representing work which Architect deems incomplete or inconsistent with the contract documents or unsatisfactory or the amount of any unsettled claims or withhold amounts set forth in Section 9.5.1 of the General Conditions. 5.6 All applications for payment shall contain an affidavit from CONTRACTOR that all subcontractors, laborers, materialmen, and other providers of services have been paid in full for services to date. The Architect may also request other assurances from the CONTRACTOR, including, but not limited to full or partial releases or waiver of liens. SECTION 00690 - 3 of 12 6. Payment upon substantial completion shall be made by the OWNER to the CONTRACTOR when substantial completion has been achieved and the CONTRACTOR has executed an affidavit that all subcontractors, materialmen, laborers, suppliers of goods and services and any other agents or employees engaged by subcontractors have been fully paid and no sums are due and owing to any other parties on account of work performed, and that work is substantially complete in accordance with the contract documents and the Architect issues a certificate for payment indicating that substantial completion has been achieved. As a prerequisite to payment, the Contractor shall supply the necessary releases and waivers of liens to assure the Owner and Architect that all subcontractors, materialmen, providers of goods and services and all other persons engaged in the project have been paid in full. The application for payment at the time of substantial completion shall also contain an acknowledgment of the work remaining in order to achieve final completion which acknowledgment must be approved as to content by the Architect. 7. Final payment shall be made upon execution of a certificate for payment which reaffirms (by affidav~t) the fact that all subcontractors, materialmen, laborers, suppliers of goods and services and any other agents or employees engaged by subcontractors have been fully paid and no sums are due and owing to any other parties on account of work performed and that there are no valid claims of liens by any parties participating in the work in any way and that the work is complete in all respects in accordance with the contract documents. The OWNER shall make final payment upon receipt of a certificate for payment which concludes that the applications for final payment are correct and that final completion has been achieved. All necessary releases and waivers of liens as specified above must be submitted to the satisfaction of the Owner and Architect. 8. CONTRACTOR shall submit to Architect and OWNER AlA Document G702 (or other form acceptable to the Architect) for monthly payment and such SECTION 00690 - 4 of 12 other documentation as specified herein. 9. The OWNER shall not be liable for any prejudgement interest for any amounts not paid to contractors for amounts in excess of those amounts contained in the certificate for payment by the Architect. 10. In addition the enumeration of the contract documents contained in Section #1 above, the contract documents shall also include the following documents (plans and specifications): CONTRACT DOCUMENTS (DATED JULY 3. 1996) BIDDING ~EQUIREMENTS. CONTRACT FORMS. & CONDITIONS OF THE CONTRACT Section No. Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section 00030 00050 00100 00200 00300 00400 00402 00403 00405 00408 00410 00430 00450 00460 00480 00490 00610 00620 00690 00700 00800 Description Advertisement for Bids Bid Submission Checklist Instruction to Bidders Geotechnical Data Bid Forms Supplements to Bid Form Appendix A - Unit Prices Appendix B - List of Alternates Appendix C - Cost Breakdown Foreign (Non-Florida) Corporate Statement Bid Bond Qualification Request Form General Contractor Questionnaire Contractor Affidavit Non-Collusive Affidavit Authority to Execute Bid and Contract Form of Performance Bond Form of Payment Bond Agreement Between Owner and Contractor General Conditions of the Contract Supplementary Conditions No. of Pages 2 1 22 14 7 1 1 2 1 2 2 1 5 1 2 3 5 4 2 1 23 SECTION 00690 - 5 of 12 DIVISION 1 - GENERAL REQUIREMENTS Section No. Description Section 01110 Summary of Work Section 01230 Alternatives Section 01251 Change Order Procedures Section 01291 Applications and Certificates for Payment Section 01292 Schedule of Values Section 01310 Project Management and Coordination Section 01321 Construction Photographs Section 01323 Network Analysis Schedules Section 01330 Submittal Procedures Section 01450 Quality Control Section 01458 Testing Laboratory Services Section 01500 Temporary Facilities & Controls Section 01521 Field Offices and Sheds Section 01600 Product Requirements Section 01630 Product Substitution Procedures Section 01740 Cleaning Section 01750 Starting and Adjusting Section 01770 Closeout Procedures DIVISION 2 - SITEWORK Section 002230 Site Clearing Section 002300 Earthwork Section 002320 Excavating, Backfilling & Compacting Section 002360 Soil Treatment Section 002510 Water Distribution Section 002512 Disinfection of Water Distribution Section 002535 Sanitary Sewerage Systems Section 002630 Storm Sewerage Section 002743 Asphaltic Concrete Paving Section 002751 Portland Cement Concrete Paving Section 002783 Interlocking Concrete Pavers Section 002810 Irrigation System Section 002815 Fountains Section 002900 Landscaping DIVISION 3 - CONCRETE Section Section Section Section Section Section 03100 03200 03251 03300 03350 03390 Concrete Forms & Accessories Concrete Reinforcement Expansion & Contraction Joints Cast-in-Place Concrete Concrete Finishing Concrete Curing DIVISION 4 - MASONRY No. of Pages 4 4 4 2 2 5 2 4 7 4 5 6 4 2 5 3 3 7 6 12 11 4 9 3 9 12 7 6 5 11 4 23 8 4 3 7 7 3 SECTION 00690 - 6 of 12 Section No. Description No. of Pages Section 04211 Brick Masonry 10 Section 04310 Single Wythe Masonry System 10 Section 04420 Collected Stone 5 DIVISION 5 - METALS Section 05120 Structural Steel 5 Section 05500 Metal Fabrications 5 Section 05520 Handrails and Railings 4 DIVISION 6 - WOOD AND PLASTIC Section 06100 Rough Carpentry 6 Section 06130 Heavy Timber Construction 5 Section 06150 Wood Decking 3 Section 06172 Prefabricated Wood Trusses 5 Section 06182 Glued-Laminated Decking 4 Section 06200 Finish Carpentry 6 Section 06410 Cabinetwork 7 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section 07121 Fluid Applied Bituminous Waterproofing 7 Section 07191 Vapor Retarders 4 Section 07213 Batt and Blanket Insulation 4 Section 07215 Sprayed on Insulation 5 Section 07220 Roof and Deck Insulation 5 Section 07311 Asphalt Shingles 7 Section 07315 Mineral Fiber Cement Shingles 6 Section 07512 Built-up Coal Tar Bituminous Roofing 8 Section 07600 Flashing and Sheet Metal 5 Section 07920 Joint Sealants 7 SECTION 00690- 7 of 12 DIVISION 8 - DOORS AND WINDOWS Section No. Section 08100 Section 08211 Section 08212 Section 08300 Section 08310 Section 08400 Section 08520 Section 08616 Section 08710 Section 08800 Section 08920 Description Metal Doors and Frames Flush Wood Doors Aluminum-Clad Wood Outswing Doors Special Doors Access Doors and Panels Entrances and Storefronts Aluminum Windows Aluminum-Clad Wood Awning Windows Finish Hardware Glazing Glazed Aluminum Curtain Walls No. of Pages 9 5 5 4 3 10 7 6 14 8 10 DIVISION 9 - FINISHES Section Section Section Section Section Section Section Section Section 09110 09220 09250 09310 09500 09660 09680 09900 09960 Non-Load Bearing Wall Framing Portland Cement Plaster Gypsum Wallboard Ceramic Tile Acoustical Treatment Resilient Tile Flooring Carpeting Painting Vinyl Wall Covering 5 9 6 7 6 7 5 17 6 DIVISION 10 - SPECIALTIES Section Section Section Section Section Section Section Section 10171 10200 10350 10420 10440 10506 10522 10800 Solid Plastic Toilet Partitions Louvers and Vents Flagpoles Plaques Signs Lockers and Locker Room Benches Fire Extinguishers, Cabinets & Accessories Toilet and Bath Accessories 5 5 4 3 6 5 4 8 DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS Section 12710 Fixed Audience Seating 3 DIVISION 13 - SPECIAL CONSTRUCTION SECTION 00690 - 8 of 12 NOT USED DIVISION 14 - CONVEYING SYSTEMS NOT USED DIVISION 15 - MECHANICAL Section No. Section 15010 Section 15042 Section 15180 Section 15400 Section 15530 Section 15600 Section 15900 Section 15901 Description Mechanical General Provisions Tests Insulation Plumbing Fire Suppression Systems Heating, Ventilation and Air Conditioning Control Systems Control Sequence No. of Pages 10 3 3 9 9 14 5 1 DIVISION 16 - ELECTRICAL Section Section Section Section Section Section Section Section Section Section Section Section Section Section 16010 16110 16111 16120 16134 16140 16180 16190 16225 16450 16500 16721 16740 16800 Electrical General Provisions Exterior Electrical Work Underground Raceways and Boxes Conductors Panelboards Switches and Receptacles Safety Switches, Circuit Breakers & Fuses Supporting Devices Electrical Fire/Smoke Stopping Grounding Lighting Life Safety System Telephone System Electrical Utilization Equipment 4 2 6 3. 3 3 3 3 3 2 4 10 2 2 SECTION 00690 - 9 of 12 CONSTRUCTION PLANS Architectural Sheet No. Description Dated A-1 Sheet Index / Abbreviation / Symbols 5/19/1997 1 of 1 Boundary Survey 8/10/1995 A-2 Site Plan 5/19/1997 A-3 Floor Plan 5/19/1997 A-4 Life Safety Plan 5/19/1997 A-5 Reflected Ceiling Plan 5/19/1997 A-6 Roof Plan 5/19/1997 A-7 Building Elevations 5/19/1997 A-8 Building Elevations 5/19/1997 A-9 Building Sections 5/19/1997 A-10 Interior Atrium Elevations 5/19/1997 A-11 Wall Sections / Building Details 5/19/1997 A-12 Room Finish Schedule 5/19/1997 A-13 Door Schedule 5/19/1997 A-14 Wall Types 5/19/1997 A-15 Enlarged Toilet Room Plans / Elevations 5/19/1997 A-16 ,Window Details 5/19/1997 A-17 Miscellaneous Details 5/19/1997 A-18 Interior Window Wall Details 5/19/1997 Landscapina LP-1 Landscape Site Plan 5/19/1997 LP-2 Landscape Building Detail 5/19/1997 LP-3 Planting Details 5/19/1997 IR-1 Site Irrigation 5/19/1997 IR-2 Building Irrigation 5/19/1997 IR-3 Irrigation Notes and Details 5/19/1997 CIVIL C-1 Cover Sheet 6/4/1997 C-2 Paving, Grading, Drainage Plan 7/2/1997 C-3 Water and Sewer Plan 7/2/1997 C-4 Pavement, Marking and Signing 7/2/1997 C-5 General Notes 7/2/1997 C-6 Sanitary Sewer Profile 7/2/1997 C-7 Paving and Drainage Detail 7/2/1997 C-8 Water Details 7/2/1997 C-9 Water and Sewer Details 7/2/1997 C-10 Sewer Details 7/2/1997 C-11 Sewer Details 7/2/1997 STRUCTURAL SECTION 00690 . 10 of 12 f Sheet No. Description Dated S-1 Foundation Plan 6/5/1997 S-2 Roof Framing Plan 6/5/1997 S-3 General Notes 6/5/1997 S-4 Sections 6/5/1997 S-5 Sections 6/5/1997 MECHANICAL M-1 Mechanical Floor Plan 6/6/1997 M-2 Mechanical Schedules and Notes 6/6/1997 M-3 Details 6/6/1997 M-4 Details 6/6/1997 PLUMBING P-1 Plumbing Floor Plan 6\6\1997 P-2 Roof Plan 6/6/1997 P-3 Water, Sanitary & Storm Drainage Isometrics 6/6/1997 P-4 Plumbing Details and Notes 6/6/1997 FIRE PROTECTION FP-1 Sprinkler Floor Plan 6\6\ 1997 FP-2 Attic Sprinkler Plan 6/6/1997 FP-3 Fire Sprinkler Details 6/6/1997 ELECTRICAL E-1 Electrical Site Plan 6\6\ 1997 E-2 Power Plan 6/6/1997 E-3 Lighting Plan 6/6/1997 E-4 System Floor Plan 6/6/1997 E-5 Riser Diagram Panel Schedules 6/6/1997 E-6 Riser Diagrams and Notes 6/6/1997 E-7 Notes, Symbols and Schedules 6/6/1997 SECTION 00690 - 11 of 12 .. I ~~~~ (signatu e) Sal pagliara, Mayor DATE /t> -8::!i2 C~RACTOR ) 3-- ~ #4- .- DATE 10-1-Q7 (signature) T.aV~rnp Fprnannpr, President (Printed name of Individual) (Title) (Printed name of individual) (Title) I WITNESSES TO OWNER ~t DATE IO~- '7 /(J /;>/77 CITY CLERK .'. " I.,.. _____ ,;0:::; ". "- . -). J .'.' ., . , . : END OF SECTION SECTION 00690 - 12 of 12 SECTION 00690 AGREEMENT BETWEEN OWNER AND CONTRACTOR THIS IS THE AGREEMENT WHICH WILL GOVERN THE SUCCESSFUL BIDDER'S PERFORMANCE UNDER THE CONTRACT AND SHALL BE EXECUTED BY THE SUCCESSFUL BIDDER. ALL BIDDERS, BY SUBMISSION OF THEIR BIDS AGREE TO exECUTE THIS CONTRACT IF SELECTED BY CITY TO PERFORM THE . PROJECT. This Agreement is entered into between the City of Parkland, 6500 Parkside . Drive, .Parkland, Florida. as OWNER, and STERLING CONTRACTORS. INC. 99 NW 183rd St., #127, Miami. FL (CONTRACTORS NAME AND ADDRESS), as CONTRACTOR, made as of the , ~~ day of OC"to'b~r , In the year of Nineteen Hundred and Ninety Seven. -.....- ~ ..... 1. This Agreement shall consist of the Contract Documents, of which this is a part. The Contract Documents shall consist of this agreement, the entire Bid packet and all documents contained therein, including, but not limited to, the instructions to Bidders, the General Conditions, the supplementary General Conditions, any special conditions (as revised), any supplementary conditions, all Construction Plans, drawings and technical specifications and the bid and all bid forms and questionnaires submitted by the Contractor (except those provisions of the Bid not accepted by the OWNER) and any addendum Issued by the CITY. All said documents and provisions contained therein shall be binding contractual provisions. 2. Thetotalcontractpriceshallbe Two million three hnndrF~d thirt.y five thousand Dollars(ln words) J 2, 335, 000. 00 which shall include the following alternates accepted by the City SECTION 00690 - 1 of 12 .' , Commission: 3. Substantial and final completion shall be achieved as set forth in the contract documents. 4. CONTRACTOR shall ensure that all subcontractors materialmen, laborers, or other providers of goods and services are paid in full for services properly rendered. This shall be the full responsibility of the CONTRACTOR and a requirement for payment 5. Based upon application for payment submitted to the Architect, by CONTRACTOR and certificates for payment issued by the Architect, the OWNER shall make progress payments on account of the contract sum as set forth below or elsewhere in the contract documents. 5.1 No progress payments shall be made more often than 30 day cycles. The first 30 day cycle shall begin 30 calendar days after Commencement of construction and continue thereafter in 30 day intervals provided that application for payment be ma.de within 3 days of the commencement of each period. The architect shall then have 7 days to review the application for payment and either approve or deny the application or authorize a payment of a lesser amount The OWNER shall, 'within 20 days of any certificate for payment from the Architect, make the payment set forth in the certificate less a 10% retainage which shall be retained by the OWNER to assure final completion of the work according to the Contract Documents. 5.2 Each application for payment shall be based upon the schedule of values submitted by the Contractor in accordance with the contract documents. The schedule of values shall fairly allocate the contract sum among the various portions of the work and be prepared by the CONTRACTOR, but must be approved in writing by the Architect. In case the Architect and SECTION 00690 - 2 of 12 " w. CONTRACTOR cannot agree on a schedule of values, the Architect shall determine the schedule of values to be used. 5.3 Applications for payment shall Indicate the percentage of completion of each portion of the work as of the end of the period covered by the application for payment The architect may require additional substantiation with regard to said percentage of completion which shall be immediately provided by the CONTRACTOR. The provisions of Section 9.5 and 9.6 of the General Conditions shall, in addition to these provisions govern all progress payments. 5.4 The Architect may subtract from the certificate of payment any amounts provided for by Sec. 9.5 of the General Conditions of any amount which the Architect deems to represent work not completed in strict compliance with the contract documents. 5.5 Upon substantial completion of all work, the Architect shall have the sole discretion to reduce the retainage amount to 5% provided there has been no delay in the work. However, Architect may still withhold amounts representing work which Architect deems incomplete or inconsistent with the contract documents or unsatisfactory or the amount of any unsettled claims or withhold amounts set forth in Section 9.5.1 of the General Conditions. 5.6 All applications for payment shall contain an affidavit from CONTRACTOR that all subcontractors, laborers, materialmen, and other providers of services have been paid in full for services to date. The Architect may also request other assurances from the CONTRACTOR, including, but not limited to full or partial releases or waiver of liens. SECTION 00690 - 3 of 12 , ' 6. Payment upon substantial completion shall be made by the OWNER to the CONTRACTOR when substantial completion has been achieved and the CONTRACTOR has executed an affidavit that all subcontractors, materialmen, laborers, suppliers of goods and services and any other agents or employees engaged by subcontractors have been fully paid and no sums are due and owing to any other parties on account of work performed, and that work is substantially complete in accordance with the contract documents and the Architect issues a certificate for payment indicating that substantial completion has been achieved. As a prerequisite to payment, the Contractor shall supply the necessary releases and waivers of liens to assure the Owner and Architect that all subcontractors, materialmen, providers of goods and services and all other persons engaged in the project have been paid in full. The application for payment at the time of substantial completion shall also contain an acknowledgment of the work remaining in order to achieve final completion which acknowledgment must be approved as to content by the Architect. .7. Final payment shall be made upon execution of a certificate for payment which reaffirms (by affidavit) the fact that all subcontractors, materialmen, laborers, suppliers of goods and services and any other agents or employees engaged by subcontractors have been fully paid and no sums are due and owing to any other parties on account of work performed and that there are no valid claims of liens by any parties participating in the work in any way and that the work is complete in all respects in accordance with the contract documents. The OWNER shall make final payment upon receipt of a certificate for payment which concludes that the applications for final payment are correct and that final completion has been achieved. All necessary releases and waivers of liens as specified above must be submitted to the satisfaction of the Owner and Architect. 8. CONTRACTOR shall submit to Architect and OWNER AlA Document G702 (or other form acceptable to the Architect) for monthly payment and such SECTION 00690 - 4 of 12 other documentation as specified herein. 9. The OWNER shall not be liable for any prejudgement interest for any amounts not paid to contractors for amounts in excess of those amounts contained in the certificate for payment by the Architect 10. In addition the enumeration of the contract documents contained in Section #1 above, the contract documents shall also include the following documents (plans and specifications): CONTRACT DOCUMENTS lOA TED JULY 3. 1996) BIDDING REQUIREMENTS. CONTRACT FORMS. & CONDITIONS OF THE CONTRACT Section No. Section 00030 Section 00050 Section 00100 Section . 00200 Section 00300 Section 00400 Section 00402 Section 00403 Section 00405 Section 00408 Section 00410 Section 00430 Section 00450 Section 00460 Section 00480 Section 00490 Section 00610 Section 00620 Section 00690 Section 00700 Section 00800 Description Advertisement for Bids Bid Submission Checklist Instruction to Bidders Geotechnical Data Bid Forms Supplements to Bid Form Appendix A - Unit Prices Appendix B - List of Alternates Appendix C - Cost Breakdown Foreign (Non-Florida) Corporate Statement Bid Bond Qualification Request Form General Contractor Questionnaire Contractor Affidavit Non-Collusive Affidavit Authority to Execute Bid and Contract Form of Performance Bond Form of Payment Bond Agreement Between Owner and Contractor General Conditions of the Contract Supplementary Conditions No. of Pages 2 1 22 14 7 1 1 2 1 2 2 1 5 1 2 3 5 4 2 1 23 SECTION 00690 - 5 of 12 "'. ,. DIVISION 1 - GENERAL REQUIREMENTS Section No. Description Section 01110 Summary of Work Section 01230 Alternatives Section 01251 Change Order Procedures Section 01291 Applications and Certificates for Payment Section 01292 Schedule of Values Section 01310 Project Management and Coordination Section 01321 Construction Photographs Section 01323 Network Analysis Schedules Section 01330 Submittal Procedures Section 01450 Quality Control Section 01458 Testing laboratory Services Section 01500 Temporary Facilities & Controls Section 01521 Field Offices and Sheds Section 01600 Product Requirements Section 01630 Product Substitution Procedures Section 01740 Cleaning Section 01750 Starting and Adjusting Section 01770 Closeout Procedures DIVISION 2 - SITEWORK Section 002230 Site Clearing Section 002300 Earthwork Section 002320 Excavating, Backfilling & Compacting Section 002360 Soil Treatment Section 002510 Water Distribution Section 002512 Disinfection of Water Distribution Section 002535 Sanitary Sewerage Systems Section 002630 Storm Sewerage Section 002743 Asphaltic Concrete Paving Section 002751 Portland Cement Concrete Paving Section 002783 Interlocking Concrete Pavers Section 002810 Irrigation System Section 002815 Fountains Section 002900 landscaping DIVISION 3 - CONCRETE Section Section Section Section Section Section 03100 03200 03251 03300 03350 03390 Concrete Forms & Accessories Concrete Reinforcement Expansion & Contraction Joints Cast-in-Place Concrete Concrete Finishing Concrete Curing DIVISION 4 - MASONRY No. of Pages 4 4 4 2 2 5 2 4 7 4 5 6 4 2 5 3 3 7 6 12 11 4 9 3 9 12 7 6 5 11 4 23 8 4 3 7 7 3 SECTION 00690 - 6 of 12 Section No. Description No. of Pages Section 04211 Brick Masonry 10 Section 04310 Single Wythe Masonry System 10 Section 04420 Collected Stone 5 DIVISION 5 - METALS Section 05120 Structural Steel 5 Section 05500 Metal Fabrications 5 Section 05520 Handrails and Railings 4 DIVISION 6 - WOOD AND PLASTIC Section 06100 Rough Carpentry 6 Section 06130 Heavy Timber Construction 5 Section 06150 Wood Decking 3 Section 06172 Prefabricated Wood Trusses 5 Section 06182 Glued-Laminated Decking 4 Section 06200 Finish Carpentry 6 Section 06410 Cabinetwork 7 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section 07121 Fluid Applied Bituminous Waterproofing 7 Section 07191 Vapor Retarders 4 Section 07213 Batt and Blanket Insulation 4 Section 07215 Sprayed on Insulation 5 Section 07220 Roof and Deck Insulation 5 Section 07311 Asphalt Shingles 7 Section 07315 Mineral Fiber Cement Shingles 6 Section 07512 Built-up Coal Tar Bituminous Roofing 8 Section 07600 Flashing and Sheet Metal 5 Section 07920 Joint Sealants 7 SECTION 00690 - 7 of 12 DIVISION 8 - DOORS AND WINDOWS Section No. Section 08100 Section 08211 Section 08212 Section 08300 Section 08310 Section 08400 Section 08520 Section 08616 Section 08710 Section 08800 Section 08920 Description Metal Doors and Frames Flush Wood Doors Aluminum-Clad Wood Outswing Doors Special Doors Access Doors and Panels Entrances and Storefronts Aluminum Windows Aluminum-Clad Wood Awning Windows Finish Hardware Glazing Glazed Aluminum Curtain Walls No. of Pages 9 5 5 4 3 10 7 6 14 8 10 DIVISION 9 - FINISHES Section Section Section Section Section Section Section Section Section 09110 09220 09250 09310 09500 09660 09680 09900 09960 Non-Load Bearing Wall Framing Portland Cement Plaster Gypsum Wallboard Ceramic Tile Acoustical Treatment Resilient Tile Flooring Carpeting Painting Vinyl Wall Covering 5 9 6 7 6 7 5 17 6 DIVISION 10 - SPECIALTIES Section Section Section Section Section Section Section Section 10171 10200 10350 10420 10440 10506 10522 10800 Solid Plastic Toilet Partitions Louvers and Vents Flagpoles Plaques Signs Lockers and Locker Room Benches Fire Extinguishers, Cabinets & Accessories Toilet and Bath Accessories 5 5 4 3 6 5 4 8 DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS Section 12710 Fixed Audience Seating 3 DIVISION 13 - SPECIAL CONSTRUCTION SECTION 00690 - 8 of 12 NOT USED DIVISION 14 - CONVEYING SYSTEMS NOT USED DIVISION 15 - MECHANICAL Section No. Section 15010 Section 15042 Section 15180 Section 15400 Section 15530 Section 15600 Section 15900 Section 15901 Description Mechanical General Provisions Tests Insulation Plumbing Fire Suppression Systems Heating, Ventilation and Air Conditioning Control Systems Control Sequence No. of Pages 10 3 3 9 9 14 5 1 DIVISION 16 - ELECTRICAL Section Section Section Section Section Section Section Section Section Section Section Section Section Section 16010 16110 16111 16120 16134 16140 16180 16190 16225 16450 16500 16721 16740 16800 Electrical General Provisions Exterior Electrical Work Underground Raceways and Boxes Conductors Panelboards Switches and Receptacles Safety Switches, Circuit Breakers & Fuses Supporting Devices Electrical Fire/Smoke Stopping Grounding Lighting Life Safety System Telephone System Electrical Utilization Equipment 4 2 6 3 3 3 3 3 3 2 4 10 2 2 SECTION 00690 - 9 of 12 CONSTRUCTION PLANS Architectural Sheet No. Description Dated A-1 Sheet Index / Abbreviation / Symbols 5/19/1997 1 of 1 Boundary Survey 8/10/1995 A-2 Site Plan 5/19/1997 A-3 Floor Plan 5/19/1997 A-4 Life Safety Plan 5/19/1997 A-5 Reflected Ceiling Plan 5/19/1997 A-6 Roof Plan 5/19/1997 A-7 Building Elevations 5/19/1997 A-8 Building Elevations 5/19/1997 A-9 Building Sections 5/19/1997 A-10 Interior Atrium Elevations 5/19/1997 A-11 Wall Sections / Building Details 5/19/1997 A-12 Room Finish Schedule 5/19/1997 A-13 Door Schedule 5/19/1997 A-14 Wall Types 5/19/1997 , A-15 Enlarged Toilet Room Plans / Elevations 5/19/1997 A-16 Window Details 5/19/1997 A-17 Miscellaneous Details 5/19/1997 A-18 Interior Window Wall Details 5/19/1997 Landscaping LP-1 Landscape Site Plan 5/19/1997 LP-2 Landscape Building Detail 5/19/1997 LP-3 Planting Details 5/19/1997 IR-1 Site Irrigation 5/19/1997 IR-2 Building Irrigation 5/19/1997 IR-3 Irrigation Notes and Details 5/19/1997 CIVIL C-1 Cover Sheet 6/4/1997 C-2 Paving, Grading, Drainage Plan 7/2/1997 C-3 Water and Sewer Plan 7/211997 C-4 Pavement, Marking and Signing 7/2/1997 C-5 General Notes 7/2/1997 C-6 Sanitary Sewer Profile 7/2/1997 C-7 Paving and Drainage Detail 7/2/1997 C-8 Water Details 7/2/1997 C-9 Water and Sewer Details 7/2/1997 C-10 Sewer Details 7/2/1997 C-11 Sewer Details 7/2/1997 STRUCTURAL SECTION 00690 - 10 of 12 . , ., Sheet No. Description Dated 8-1 Foundation Plan 6/5/1997 S-2 Roof Framing Plan 6/5/1997 S-3 General Notes 6/5/1997 S-4 Sections 6/5/1997 S-5 Sections 6/5/1997 MECHANICAL M-1 Mechanical Floor Plan 6/6/1997 M-2 Mechanical Schedules and Notes 6/6/1997 M-3 Details 6/6/1997 M-4 Details 6/6/1997 PLUMBING P-1 Plumbing Floor Plan 6\6\ 1997 P-2 Roof Plan 6/6/1997 P-3 Water, Sanitary & Storm Drainage Isometrics 6/6/1997 P-4 Plumbing Details and Notes 6/6/1997 FIRE PROTECTION FP-1 Sprinkler Floor Plan 6\6\ 1997 FP-2 Attic Sprinkler Plan 6/6/1997 FP-3 Fire Sprinkler Details 6/6/1997 ELECTRICAL E-1 Electrical Site Plan 6\6\ 1997 E-2 Power Plan 6/6/1997 E-3 Lighting Plan 6/6/1997 E-4 System Floor Plan 6/6/1997 E-5 Riser Diagram Panel Schedules 6/6/1997 E-6 Riser Diagrams and Notes 6/6/1997 E-7 Notes, Symbols and Schedules 6/6/1997 SECTION 00690 - 11 of 12 '. ~t: .. . r ., . " ;E~;,/ (signature Sal pagliara, Mayor DATE /O.,S'" 17 UCTOR -:3 ~--' DATE 10-1-Q7 (signature) (Printed name of Individual) (Title) (Printed name of Individual) (Title) T.aVprnp Fprnannpr, President W1~ES TO OWNER v~ If add 6JJI~~ DATE I() -Ff- <J 7 /O/,i97 CITY CLERK S.A<-<>t>~ Q~t~~ CITYA~ END OF SECTION SECTION 00690 - 12 of 12 CITY OF PARKLAND 6500 P ARKSIDE DRNE PARKLAND, FL 33067 (954) 753-5040 FAX (954) 341-5161 MEMORANDUM TO: ANDREW MAURODIS, ESQ., CITY ATTORNEY FROM: SUSAN ARMSTRONG, C.M.C., CITY CLERK SUBJECT: NOTICE OF COMMENCEMENT DATE: NOVEMBER 21, 1997 I am attaching a' copy of the Notice of Commencement for the Parkland Municipal Complex for your' files. CC: Michael A. Shiff & Associates, Inc. Dale Lee, Director Building & Development Permit # 97090174 Tax Folio # 8104-00-0028 NOTICE OF COMMENCEMENT 97-612509 11-21-97 T#001 08:54AM State of Florida County of Broward The undersig,'ed hereby give nOlic" Ihal Improvemenl will bo made '1:1 certein 'IIDI property, and In accordance with Seclion 713.13 F.S., the following InformatIon Is provided in this Nolice 01 Commencement: Parcel A, Parkland Kunlcipa1 Center, Plat Book 162, Page 44 Legal Descrlpllon of Property: Lot , Block . ISo... ...... 'H' .... .... la, .1I.cll l.a.1 de.c,lp9anl Subdivision: If., 'ecotd' .U'. u.... ; Slreet Addr...: I if ....II.ble' General Description of Improvement: City of Parkland Municipal Com lUll Property Owner Name Ci t Mailing Address llnd Interest in Property rJOnlll and Mailing Address of Fee Simple Titleholder iiI olhlf than owner) Contractor Name & Address tif anyl II Surety Bond, Name and Address of SIlrety . ~ Dnd Bond Amount $, , r;f,A, ..on nn (copy 01 bond mUll be elloched to this No C !ollima or ec 'ding I Lender Name and Addre.. lif any) rersons within the Stala 0' Florida InDIna. and eddre.,esl designated by properly own.r upon wI n Notice or other documents may be served as provided by Section 713.13 111lAI 7.. FIOTide Statutes: City Manager, City of Pa~kland, 6500 Parkside Die 7 'n addition to hhnsoll. Owner designllles And ew S 150 N. E. 2nd Avenue , Deerfield Beach. Flori d;! 11441 to reuelve ., Notice .0 provided in Section 713.13111181. Florida Stalutes. Expiration OllIe of this NotleD: (upir.. 1 veer Iram date rou d \In "' , 01 ~y of th 1I nor's Owner Signlltur.: Printed Nllm.: Sa 4~ JEAN SUTTER W.: . ~ MYCO...II11NlCC.-18 EllIWll: .... 4, 1. , . ......1lInI....., PlIIIIe ......... Owner Signature: Printed Nllmo: Si!lnalu,o 0' No tar . P,llltad Neme: laf1ix seall 'lECORDED III THE OffICIAL ArCO!lOS lIOGl Of llROWARO COUtfTY, FLOIllllA COUNIY AllMINlSTIIATOlI Prepared by, and Relun' ""..... 00"",*" II; . => HARRY MERTp, City ~ity or park~and, park~and, Flor~da Manager 6500 Parkside Drive 33067 ~ MEMORANDUM TO: Susan Armstrong, City Clerk FROM: Dale Lee, Director of Building and Development SUBJECT: Parkland Municipal Complex DATE: November 6, 1997 ~ - - - - - - -- - -- - - --- -- - - - - - -- - - --~ ~- - - - - - - - - - -- The original Agreement Between Owner and Contractor for the Parkland Municipal Complex executed by Sterling Contractors, Inc., and the City of Parkland is attached for retention by your office. If you require additional documents for your records of this project, please feel free to contact me. cc: Sal Pagliara, Mayor Harry Mertz, City Manager 1IDt7-n '" .~ CITY OF PARKLAND 6500 PARKSIDE DRIVE PARKLAND, FL 33067 (954)753-5040 FAX (954)341-5161 July 9, 1999 Ms. Rhonda L. Henderson Paralegal to Edward 1. Pozzuoli Tripp Scott Republic Tower, Fifteenth Floor 110 Southeast Sixth Street Fort Lauderdale, FL 33301 RE: The City of Parkland adv. Sterling Contractors, Inc. Your File No. 980541.0001 Dear Ms. Henderson: As directed in your July 2, 1999 letter to City Manager Harry Mertz, enclosed is the original fully executed and notarized Amended Notice of Conunencement as well as the original Performance Bond, #B2728680. You advised your office will have these documents recorded ~ith the Broward County Records Division. If you need further information, please feel free to call our office. Sincerely, C)~~~ Helen Lynott, CmCjAAE City Clerk (1) Attachment CC: Harry J. Mertz, City Manager Dale Lee, Director of Building & Development Judith Kilgore, Director of Finance 'ISCS TRIPP SCOTT ATTORNEYS AT LAW REI'uuuc TOWER, FIFTEENTH FLOOR 110 SOUTHEAST SIXTH STREET FORT LAUDERDALE, FLORIJ>A 33301 P.O. Box 14245 FORT LAUDERDALE, FLORIDA 33302 TELEPHONE 954.525.7500 TElECOPIER 954.761.!l475 July 2, 1999 Direct Dial: 954.627.3806 Mr. Harry Mertz City Manager The City of Parkland 6500 Parkside Drive Parkland, FL 33067 Re: The City of Parkland adv. Sterling Contractors, Inc. Our File No. 980541.0001 Dear Mr. Mertz: Enclosed please find a the Amended Notice of Commencement to be recorded with the Broward County Records Division. Please have the document fully executed and notarized. Also, a copy of the Bond mus~ be attached to said Amended Notice. Once the document has been fully executed and a copy of the Bond has been attached, please forward the original to my office so that I may have it recorded. Should you have a.'y questions, please de not he~itate to give me a cal!. Very truly yours, Rhonda L. Henderson Paralegal to Edward J. Pozzuoli Enclosure Doell: 185897 Ver#: I 980541 :0001 Sterlin 99 N. W. 183rd Street. Miami, FL. 33169 Reliance !nsu r e 4 Penn Center Plaza $, . r;f.R J ..no nn (COpy 01 bond mull be aUached to this No c !ar time 01 cc riling I Permit # 97090174 Tax Folio # 8104-00-0028 NOTICE OF COMMENCEMENT 97-b12509 11-21-97 State of Florida County of Broward The undersigned hereby give nOlicll thai improvement will bo made tQ certain rul propeny, and in accordance with Section 713.13 F.S;, the following information is provided in this Notice of Commencement; Parcel A, Parkland Municipal Center, Plat Book 162, Page 44 Legal DescrIption of Property: Lot . Block 10' luaeh 110.1 d6Serlp9on! (SDIO .beY. thi, line till SUbdivision; -,'- Street Addre..: I i/ l"aUablo I General Description of Improvement: City of Parkland Municipal Complex P,oporty Owner Name Meiling Address and Intere.t in Prope/ty ~;:f eit of Parkland - 6500 Parkside Driy Parkland, Fl. 33067 Name and Mailing Address of Fee Simple Titleholder (il other than owner) Contractor Name III Address /il anyl If Surety Bond. Name Dnd Address of Surety lInd Bond Amount T#001 08:54AM Ila, 'ecOId" oil' un.) ; Lender Name and Add,ess (il any) Persons within the State of Florida (nllmas and addresses I deslgnatad by properly owne, upon wi l1 Notice documents may be served as provided by Section 713.13 (111AI 7., Florida Statutes: City Manager, City of Pa~kland, 6500 Parkside Die In addition to himsolf. Owner designotes Andrew S 150 N. E. 2nd Avenue, Deerfield Beach. Florin... 11441 to receive a Notice 118 provided in Section 713.13(1)181. Florida Statutes. Owner Sign.ture: Printed Namo: Si!Jnatu,o 01 Nolllr Printod Name: faffix seall ~~ JEAN 8U1TER fW MY COIlII88lllIl' CC "t8 1!0' . ElCPlIU: May 4, ,. -Hr. IIGIldIlItln""NIID~ 'lEtORIltIlIIl THE OFACrAl RECI.!!lDS BOOk OF OROWARO COUNTY. flORIDA COUNTY AOMINISTlI4TOll ==> Prepared by, and "-lun, ..._,tIed Dacumttll IO~ HARRY MERT~, City Manager ci~y or Park~and, 6500 parkside Drive parkland, Flor1da 33067 ,,,. .. of py of th Li nor's J ..__........ .u.. ...., 7 a:J " N ..., (.) Q U) -0 en c::> -.I .s:- -.I G1 u,:)i'~"'~'ll<:,.,...-) STATS OF PLOlUDA COUNTY 0' D.ADE On this.1be {) I st; of Od-~ . 1997. before me, the Wldcnisncd. Notary rubli~ oftbl State otP1orid1, the foresoi1l8 instrumcnc was acla1owh:dpd by LaVelle lcrnaader, President ofSterSias CanIl'tdOtS,.1Ju:., a 'Florida corpor_ion. 011 bol1aU'o(tbe c:orporuion. WITNESS my Iwld and offidll /~ kL Lk Public, .Sfite orFlorida VtRONICA STEELE NOfar, Ptllll!r., Slate 01 i-lo:icl:! ()J1/ (<;-6-. S-f.eeI e MYComm ~)'r.!wr.: ~,;,;::.) PrirUd, typcc:ior stllDpechwncof Ncrta1Y Public aactly u tcJIDIl1bIiom;d ~er!Onalty bown to me, or _ Produc:ccl idc:IltiIcatioo.: (Type of ideotificadon produced) _ Did take Ill_ or ~id DOt talce aD oUh ~edby;S~cof~. CERTD'ICAn AS TO rnDPn1t4T~ 'PlUNCJPATA CD ""'" cs.> ';,;,;J -' 0"\ ~ ~ G"') o . I, Veronica Steele. catify that 1 am !be SCCI'CIIJ of the Corporation umed au PrincipaJ m tho f'oresoiae p~ 8oad; that LaVcme Fc:mander, who sisned the Bond. on behaE of the PrincipII, *II _ Presided of uid cocpol'ltioa; u. 1 know bislhar ai8J'1idUle~ IDd hislhcr sipiltUl'e tba'eto it aenuiDe; and that aid Bond wu duly lipod. sealed and attested to 011 behalr of sai<l. =POrltion by I&dhcrity or its govmrinl bady. (COIPOMTE SEAL) - ()~ SecRrary, Ster1iDa CaatrICtmS,. IDe. w ... REL1A.1I{CE SURETY COMPANY UNITED PACmC INSUlUNCE COM.. j,"fY .. 'P1:'.LlAJ'lCE INSURANCE COMPANY RELIANCE. .rIONAL INDEMNITY COl'rlPANY ACMINISiRA ilVE CFFlC!. PHlLACaJlHlA, PENNSYlVANIA POWER OF ATTORNEY lCNOW All. MEN BY THESE PftESerTS. thlle REIJANC! SURETY COMPANY i. . carvoladon duly Olo-nized und., the laws ,?I the Slat. 01 D__ .w.r.. Uld that REUANca INSURANC! COMPANY .... UNITED PAC%F1C INSURANC! COMPANY, _ CO",OI."". duly o'V.,.zed und.r th.l.w. ollhe C4mrn0"we"eh of Penn.,.".,.. and chile RElJANC! NAnONAL INDEMNITY COMPANY is. c:aqrOladon duly oro.nized und.r the I.w. 01 th. St.la 01 WI.cormn ,he,..n coIectiwiy oaII... .th. CGmp....., .., .,.. 1M Cornp.... by 'Iinu. 01 1li9ll.lUr. end ..... do h.,eby mak.. con.utut. end lPtloir.: CMriee.l. HIe_., C2Iartea D. ......... M..., Co Aoe_. Werran M. AI_. L.... Lee U,on.. 01 Miami Lak... Florida Ut_ true .nd I.wfut Analnevfst-fn.F8Ct. eD m~. _nut. .... and daiiwr for .... on their beh"'. end .. Uteir acr and d.ed any and all bon_ and undenaklnta 01 ....t,.... end to bind th.' C4mp...~ thertby .. fully .., to the tam. eXl.nt .. if IUclt bonds end undenalcinos .nd oth., writinGS oblloatory in the "-tul. thal.ol w.... IliQMd by .,. Executiva Offlcar of the CGmp..... end '."ed and .anted by one oth.r of IUch olfic.,.. end h....ay ratin.. and conllrms all Ut.e th_ s.Hi Aaom.y(.)oin-Fec:t may do in pursu_ hat..,. , Thi. Pow.r 01 AnD"..., I. gnmed und... and by the tuthority 01 Anld. V11 01 \he By-la_ 01 REUANC! SUREiY COMPANY. REU~~C! INSUR~NC! COMPANY. UNrrEJ PAC:FlC INSURANC! COMPANY. ,.nd RElJANC! NAnONAL INCE.~NITY COMPANY which proYl..an. .,. now ,n lull farce end effect. '.edino .. follows: NI1'ICU w. IXlCUT10H 0' IOHO. N#O UNDIJITMJllC18 I. n. a_ .. mo-_ ... "-'r. ... ~.. IN'-' _ ........... ~ _.... ................. ......,.,...,... _ .,.. ......... "IN'_ ., 0..._ -- _ _.........., I. W..... "-..~ _ I. ___ _ ..__..... ., _ c:....... __ ---.........._ __.. ~ - -...........-..y.....-....... _ lItI I. _ _ .....-""-......,.... ......--... _ _ __......_ 2. AII_........,_ _ ...... _ _ --.. ...... I. ... _ ............ .... "-.. AII___ I. -. .. _ _ _ ...... .. IN 1:_. __ - -........ 11__.a__ __ .. ~ _ _ ........ ........., "" ... _...... n. _ _ .... --r ,. _ ..-.,. .. .., _ _ ___ '-- --.. "--'" - ---........., ""... --...... ' ,. AII__...._ _ _ _ _ --. .. _. _...... I." __ Ie -. '-*_ _.. "-'t. _ ......... .-.....,. -....... -....,............. _ _ -..,. I. ~ IN _ _"IN c:- -......... -~.. -c-...... _ _......__ THe ~.. ""_" ..... _ ...... ~ ,...... _ _ ~ ..;.,..;ey.. _'--" ...--...... ~_ r--. _ ...... c:.... Ju_" _ ...... Ilha-...,...... '-- c-.. """- ~... ...._ c-., _ "-- N-... ~ c:- .., ~ c:- ... _ .. .....,. :.. ,... _ .., _ ra- ... ...... c:-.....__ .. m..... .. rw- ""-'" c-..., ~ c-".. _.. .....". ,.... ~ .... IN -..-.. .. _...._ _ ..... _ ... ... .. .. c:- _........ I. .., _ ~ .. __ _ .., ....... '-. _ ~ '.......... .., - ~ .. ......, · ........ ...... ...... ,..-- --- .,....... - - ....... - ...... _ - c:- _ .... .....,- - - - ....... ~ ,........-....- _,...... _ _.. .... - ...... -.. c:-. "" - ,...._ _ I. _ _ _ _..... I....... It.. ........ . IN WITNESS WHEHEOF, the Compeni.s hev. cns.d th..e pr..ents to b. signed and their corporal. ..... to b. h.reto .ffix.d. this M.rdI 19. 1998. ~n t.hi., Mareh 19. 1998, belole me. Tammy Sua K.yad. p.lSOn"'y",pe.red DnW T. Aka,., who .cknawl....O.d hims.lf to b. the SeniDr Vie. '.~id.ne of. the R....ne. Sur.ty C4mpany, .nd the Vic. Prnid.nt 01 Rahnce InIur.nca CGmpany, United Pacific. lnauranc. Como.".,. end R.Ma'!c. Naelo!'''. Indemnity Company .nd that.. such. beino ~lhorizad to do 10. ...cuted the fDlltoi"9 insuum.n, for the puI1Io.. th.,ein conc.n.d by IIOnl"O the "em. 01 tha co",OI.lian by him..1f IS ica duly euthorized olRc.... . In witne.. whe'.ol, I h.r.unto .et ~ MIld .nd offici. ..... N .... Ii . I I I P , I.... . 01.,., r..b c I~."d for the St.le 0 '!:In..,,v.nla Relidino It Ptli18cMllphi. ~ Anita =;""'". S.cretery 01 REUANC! SURETY COMPANY. REUANC! INSURANC! CO~P~NY. UNtT!O PAC:FlC INSURANC! COMPANY. .nd ELIAN~.. NA1!ONAL IN,?EMNITY COMPANY do h.r.av c.ttilv Ih.lthe ,boy. ...., lo,.volnO IS. lrue.nd correct CODY 01 Ih. i'ow" 01 Ano,n.y ".CUt. by saId Compenl.s. which is still in full forca and ,".ct. IN WITNESS WHERECF. I heye herllUnlo s.t my h.nd and ,lIiud th. ,..1. 01 'lid C~mD.ni.s this lut vol October 19 97 . "J ~.J - /.. ,.' '''(,u. -<"./~::1LJ , /! rOil ~ RECORDED IN THE OFFICIAL RECORDS BOOK OF BROWARD ;QUNTY, FLORIDA COUNTY ADMINISTRATOR ST ,\ T! OF P.nnsytv.ni. \ COUNTY OF fIhiI.dalptU n. NOTARAl. SEAL TAMMY StJE !<.\YAi1, Notrt PublIo Cty of Phlladelpnla. Phil&. Co:u1Iy My CQr.lmls.,jan e~ Julv ~ '~8 REI.IA.NCESUREI'Y COMPANY RELlANa INSURANCE COMPAHY UNITEJ) P"C::rtC INSURANCE COMPAHY '~::iAL;==PAHT c:o 7"Il: IS) :;;, ..... C7\ .. -0 Ci") ("~ Ji~ k 1<aL~ (J.) (J1 S.cretary OCT 1 1997 10:22AM BOULTON BOON INS 1'10.22121 P.2/4 . INSURANCE BINDER l:lA TlIMMJDOIYV) ,..CORD. CSR 6C: 10/01/97 THIS BINDER IS A TEMPORARY INSURANCE! CONTRACT. SUBJECT TO THE CONDITIONS SHOWN ON THE RiVERS& SIDI! 0. THIS ,c,.. PROPUC. .1aII! 305-5$2.'1"0 GOtII'AHV J 1IMDIIl' 5179 . .... JxlI; ..r14eUtv I J)eDodt of Karvln Boult=. BOCA : ' !WI.'" _. ...- ftll. 7500 R.W. astb St~eet, Ste 200 ~AM ~ 12:01 AM xi..t rL 331a2-1'00 , 10/02/9"1 :L2.D1 PM llJoa/J7 NOON 'Ravmcmd ~. ~. 'Jlki'E1\ bt130 I..RI~JO IlC\'5NDCO'lotIWR INTteAICM rw.d!D CCMltAIN CON: ' I 111I CClOI: &:Iflo 8'l'111lr..'L PJSCFlIPTIO"OPQPlRAlIONII~(In,,,,..~1lItn1 .ui14.~.' a1.k - ~ta~pl. Complex - Legal \ilIUM) M\d:r'..' c No~th...tena qua~teJ:' of lIeoUcna City of 'a&,Jtlmd anlS t, ToW_hip U 1I000tll, 1laDg. .;1. . ..t Ste~11ng Contractor., J:nc. 9' ~.W. 113J:'4 SC&'eet, 1137 JC11a1 r:. 331ft GOYFRAGE$ IJWITS 'M'l! 01' ""lII'A/CC COVJIWIIIPORM' AMOUNT DlDIICftILI COIN'''' Pl'OPlRlY CAUftI OF LOll Jhd14.~. ahk 2,335,000 S,DOO- =: PIll; 0 'RO.W [jJ &PiC - ~UAIIUlY O!N!AAI.~GA'I'e . - CCMM~~ GINUIAL I.IAIIILITY '1lClClUCTI- CClMPA:lI' AGO I I OWA MADI o OGCUR ,!"IOItAL. /tPIlfWI'Y , - ~"'8 & CCfoITI'AC1'~. flI'OT . .. WIlCH~1 . . - FNOMWJI(#cIr_iP) . - _W UnI ant IIIIIIIIl) I'ITRO DATI"~ ClAIMS MAPI; , AIITOIIOIILI UAIIUn' COMtIlflD IIJQI....IT . f-- f-- IHf ItIIfO IOOLY IWIW'II DII'Iam . A\.L~~O' .' iODeLY IIUlIM' I i- ~ ICHIDIUDAUTOt ~~ , - I4IRiP AUTot MIIlICAl.PA~' , ~ NO~DA&lTO' f'UlIDNAL fUURY NOT . - ~MOTOIUIT , , AU10 I'lNtICA&. CM.jj~ ~UCTllU .-J AU. WMICLU U .CHtPU\.'OWHICL~ ACTUAL CAaf VALUe ~ COI.LIIItlH: ITATIP ftMOUHT . Ol1i1R THAll 001.: 01llIR ~"UAIIU1't AUTO ONLY. fAACC1Oe1ilT' . - AJ(t AUTO OTHI/I TIWI AUTO ONLY: ~ EACH AOOID5NT , AQGftIIAT! . PCUI~1Y UCH~ I R UMlQLLAf'ORI't'I AGONCIATI I 0TttJfl TI1i'N UMlRIUA FORM ' ItITltO DATI ~ Cl.AIMI MI4lf! laFofNIUMD IW'TIIfmN I I 8'l'ATUTOIW LtlITI waflK.... CI""'A'TIOM lAC" ACOIOINT . IM~ UAIlUrt DlI!AU . JIClUC't \.lNfT . 0IIfAK.~~. . R: *a-, Wind.t:ana " Xa11 DeductJb!e , NA"'~ & ADDRESS ri= H~~ . I.OAN .. -~< ,~ ~ Rayaonci 10=. a&' (.IeLp) ACOI'D 754(1~S) NOT&: IP,lPOft'rANT STATI rNllOAMATfON ON ATTACHWI ~GI O~CORPORATION "" ......... OCT. 1.1997 10:22AM SOUL TON BOON INS NU.C::C::l::J ...:J'''' T _.. . CERTIFICATE OF LIABILITY INSURANCEf~=.t~1 OATI(~J ',' ~ACORD. 10/011t? I'ROIlUCU THIS CERTIFICA~J81S~UIiD O\~ A MATTEI' M INfOIWATION ONI. Y AND CONJlI!IIlS lNO IUGKI" UPON THI! CI!RTlFICA Ta! 80\S1tcm 800n HOI.DER. THIS CERTI~ICATE DOES NO"( AMl5NtJ, liXTEND Oft 7S00 ..W. 25th Sb~..t, St. 200 Ai. lER THE COWRAGlIi AFPOftDIiD IIY THJ POUCIIS BII-OW. ~~ " 33122-~'DD COMPANIES APJIORDING COW.uOI "~ft~~a'I)...T~. (I~p) SxdSO COM'ANV .Xa~land Canal ty COIIlp~ .. .''''10 ..""...... A - CQMf'Nn' B Cl.~.ndOn BatioDal IDI. Co. 8tftl1Dg CoDtzaot.o~., ~o. C~Nn' " HW 183z4 .t~..t '127 OOW'ANV au..... rlr nu, D QaVUAa.. 'lHll1I1'O CIIlTI'V'fHATTHJ JIOLIOlII 01' M'IWIOI LImO.&LOW HAYI tIIH IIMD TO THe IHIllMD ~D A8CM l'OA TH! I'Ol.IGY~lWO UIDIOA.,. ~__AIW_"'_lifr. TINI 0It CCMITIClN QIl /lilt COIC'\'MCTOfIl 0't't1$00CUtI,a!T\rt1rt1 M.ICT TO~ 1MI. 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"""Mce r. CIft.....cA1Il"1CUlMD InIMI1' 111'1II lCUMIlft UlCAlIDfilI IlIlLGINIk VIIIClUI IOATI ~IT'IMNUMI., 0THIIt ITD1I DIICIlII110JIr ,. III1WST flANK; HAIIIAND ADPflIII .. Clfl1lllCA1I: MGUIB ~-- LOtI PAva IIClImSMII UIlIlIIClIlIItI _LO.... I.IIIOJII CJRl1'lCATJ UOUII'!D INTIIIIIT II ITIII........ 1.OCA1IONl ........ YIHICI.I: MATI actt!DULID nil ...11II emu ITIM _1IfII'nOItI umllllT IW<<l IIAIII AND AIIIlfIIA fl ~IRJ1IIICATI RIQUIRIP IfI'IDtIT ""'""IBM ~.... &.OOA1IOHl .UILDtIt;I LO.UAYD YIIC~ IOATJ ' IIOIIaMID ~"IM"UMIIIII IJIIltICI,Ill!R 01'tIft 1MIIUW.1oI Lilia" Ul'I"fIIIST I --- ......1: TlIIIOUlIlID IJft'IIlIJT INmu_ :J ADCllTIONAI.IIIIUIIID LOCA1IClNl IUILOIlIlII ~p,,- V1ltClLIr IOATI ~! 80HIalUD IftU NUMMR: LIIJIIDI.DIII 0TItIR IMI'LO'IIIAI ~ ~ r-=- NAIII,tND ADOfIIA OIImI'ICATI IIlTIfIPI' 11I1181 NUMIIII LClCA1'lC*r IULDIIICt :::: 'IIIIIC&a 11OA'n tcJfPULQ ......1111 I.lINHQUIIII onlIIt IIIMYII AI...... !. ,- . :!,... ,/ ;" I \, ) I ~ I INVI'fATION TO BID PARKLAND MUNICIPAL COMPLEX CITY CONTRACT #97-01 CITY COMMISSION S;~ ~~(;~~...............................~l{()1t #> ROBERT MARKS;.....................VICE MAYOR. RICKY (;ORDON.............. ...COMMIS;S;IONER BOBBI ~U (;~IES;E................. COMMIS;S;IONER MARK WEIS;S;MAN.............. .COMMIS;S;IONER HARRY MERTZ....................CITy MAN~(;ER S;US;~N AltMS;TRONG...................CITY C~ERK ~NDREW MAURODIS............CITY ~TTOR.NEY ,; ., PROJECT MANUAL FOR .......IC I PAL CD.1PLEX FOR THE CITY OF PARJ<L.AN). FLORIDA 03 JULY 1997 <~. 4 t,l,.~ ".,._ ~. Michael A. Shiff & Associates, Inc. 2701 West Oakland Park Boulevard, Suite 300 Oakland Park, Florida 33311-1330 (954)486-7500/FAX (954)486-6109 PARKLAND MUNICIPAL COMPLEX TABLE OF CONTENTS JULY 8, 1997 BIDDING REQUIREMENTS. CONTRACT FORMS. & CONDITIONS OF THE CONTRACT Section No. Description No. of Pages Section 00030 Advertisement for Bids 2 Section 00050 Bid Submission Checklist 1 Section 00100 Instruction to Bidders 22 Section 00200 Geotechnical Data 14 Section 00300 Bid Forms 7 Section 00400 Supplements to Bid Form 1 ~ Section 00402 Appendix A . Unit Prices 1 Section 00403 Appendix B . List of Alternates 2 Section 00405 Appendix C - Cost Breakdown 1 Section 00408 Foreign (Non-Florida) Corporate Statement 2 Section . 00410 Bid Bond 2 Section 00430 Qualification Request Form 1 Section 00450 General Contractor Questionnaire 5 Section 00460 Contractor Affidavit 1 Section 00480 Non-Collusive Affidavit 2 Section 00490 Authority to Execute Bid and Contract 3 Section 00610 Form of Performance Bond _ 5 Section 00620 Form of Payment Bond 4 ('" Section 00690 Agreement Between OWner and Contractor 12 '. \ i Section 00700 General Conditions of the Contract 1 ............i Section 00800 Supplementary Conditions 23 DIVISION 1 - GENERAL REQUIREMENTS Section 01110 Summary of Work 5 Section 01230 Alternatives 4 Section 01251 Change Order Procedures 4 Section 01291 Applications and Certificates for Payment 2 Section 01292 Schedule of Values 2 Section 01310 Project Management and Coordination 5 Section 01321 Construction Photographs 2 Section 01323 Network Analysis Schedules 4 Section 01330 Submittal Procedures 7 Section 01450 Quality Control 4 Section 01458 Testing -Laboratory Services 5 Section 01500 Temporary Facilities & Controls 6 Section 01521 Field Offices and Sheds 4 Section 01600 Product Requirements 2 Section 01630 Product Substitution Procedures 5 Section 01740 Cleaning 3 Section 01750 Starting and Adjusting 3 Section 01770 Closeout Procedures 7 Table of Contents 1 of 7 PARKLAND MUNICIPAL COMPLEX TABLE OF CONTENTS JULY 8,1997 DIVISION 2 - SITEWORK Section No. Description Section 002230 Site Clearing Section 002300 Earthwork Section 002320 Excavating, Backfilling & Compacting Section 002360 Soil Treatment Section 002510 Water Distribution Section 002512 Disinfection of Water Distribution Section 002535 Sanitary Sewerage Systems Section 002630 Storm Sewerage Section 002743 Asphaltic Concrete Paving Section 002751 Portland Cement Concrete Paving Section .002783 Interlocking Concrete Pavers Section 002810 Irrigation System Section 002815 Fountains Section 002900 Landscaping DIVISION 3 - CONCRETE No. of Pages 6 12 11 4 9 3 9 12 7 6 5 11 4 23 t Section Section Section Section Section Section 03100 03200 03251 03300 03350 03390 Concrete Forms & Accessories Concrete Reinforcement Expansion & Contraction Joints Cast-in-Place Concrete Concrete Finishing Concrete Curing . .. 8 4 3 7 7 3 ", DIVISION 4 - MASONRY Section Section Section 04211 04310 04420 Brick Masonry Single Wythe Masonry System Collected Stone 10 10 5 DIVISION 5 - METALS Sectkm Section Section 05120 05500 05520 Structural Steel Metal Fabrications Handrails and Railings 5 5 4 DIVISION 6 - WOOD AND PLASTIC Section Section Section Section Section Section Section 06100 06130 06150 06172 06182 06200 06410 Rough Carpentry Heavy Timber Construction Wood Decking Prefabricated Wood Trusses Glued-Laminated Decking Finish Carpentry Cabinetwork 6 5 3 5 4 6 7 Table of Contents 2 of 7 PARKLAND MUNICIPAL COMPLEX TABLE OF CONTENTS JULY 8, 1997 DIVISION 7 . THERMAL AND MOISTURE PROTECTION Section No. Description No. of Pages Section 07121 Fluid Applied Bituminous Waterproofing 7 Section 07191 Vapor Retarders . 4 Section 07213 Batt and Blanket Insulation 4 Section 07215 Sprayed on Insulation 5 Section 07220 Roof and Deck Insulation 5 " Section 07311 Asphalt Shingles 7 Section 07315 Mineral Fiber Cement Shingles 6 Section 07512 Built-up Coal Tar Bituminous Roofing 8 Section 07600 Flashing and Sheet Metal 5 Section . 07920 Joint Sealants 7 DIVISION 8 - DOORS AND WINDOWS Section 08100 Metal Doors and Frames 9 Section 08211 Flush Wood Doors 5 Section 08212 Aluminum-Clad Wood Outswing Doors - 5 Section 08300 Special Doors 4 '- Section 08310 Access Doors and Panels 3 Section 08400 Entrances and Storefronts 10 Section 08520 Aluminum Windows 7 Section 08616 Aluminum-Clad Wood Awning Windows 6 Section 08710 Finish Hardware 14 Section 08800 Glazing 8 Section 08920 Glazed Aluminum Curtain Walls 10 DIVISION 9 - FINISHES Section 09110 Non-Load Bearing Wall Framing 5 Section 09220 Portland Cement Plaster 9 Section 09250 Gypsum Wallboard 6 Section 09310 Ceramic Tile 7 Section 09500 Acoustical Treatment 0 Section 09660 Resilient Tile Flooring 7 Section 09680 Carpeting 5 Section 09900 Painting 17 Section 09960 Vinyl Wall Covering 6 Table of Contents 3 of 7 PARKLAND MUNICIPAL COMPLEX TABLE OF CONTENTS JULY 8, 1997 DIVISION 10 - SPECIALTIES Section No. Section 10171 Section 10200 Section 10350 Section 10420 Section 10440 Section 10506 Section 10522 Section 10800 Description Solid Plastic Toilet Partitions Louvers and Vents Flagpoles Plaques Signs Lockers and Locker Room Benches Fire Extinguishers, Cabinets & Accessories Toilet and Bath Accessories DIVISION 11 - EQUIPMENT . NOT USED DIVISION 12 - FURNISHINGS Section 12710 Fixed Audience Seating DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING SYSTEMS NOT USED DIVISION 15 - MECHANICAL Section Section Section Section Section Section Section Section 15010 15042 15180 15400 15530 15600 15900 15901 Mechanical General Provisions Tests Insulation Plumbing Fire Suppression Systems Heating, Ventilation and Air Conditioning Control Systems Control ,Sequence No. of Pages 5 5 4 3 6 5 4 8 " 3 10 3 3 9 9 14 5 1 Table of Contents 4 of 7 PARKLAND MUNICIPAL COMPLEX TABLE OF CONTENTS JULY 8, 1997 DIVISION 16 - ELECTRICAL Section No. Section Section Section Section Section Section Section Section Section Section Section Section Section Section ( Architectural Sheet No. A-1 1 of 1 A-2 A-3 A-4 A-5 A-6 A-7 A-a A-9 A-10 A-11 A-12 A-13 A-14 A-15 A-16 A-17 A-18 16010 16110 16111 16120 16134 16140 16180 16190 16225 16450 16500 16721 16740 16800 Description Electrical General Provisions Exterior Electrical Work Underground Raceways and Boxes Conductors Panel boards Switches and Receptacles Safety Switches, Circuit Breakers & Fuses Supporting Devices Electrical Fire/Smoke Stopping Grounding Lighting Life Safety System Telephone System Electrical Utilization Equipment CONSTRUCTION PLANS Description Sheet Index 1 Abbreviation / Symbols Boundary Survey Site Plan Floor Plan Life Safety Plan Reflected Ceiling Plan Roof Plan Building Elevations Building Elevations Building Sections Interior Atrium Elevations Wan Sections / Building Details Room Finish Schedule Door Schedule Wan Types Enlarged Toilet Room Plans / Elevations Window Details Miscellaneous Details Interior Window Wall Details No. of Pages 4 2 6 3 3 3 3 3 3 2 4 10 2 2 " Table of Contents 5 of 7 PARKLAND MUNICIPAL COMPLEX TABLE OF CONTENTS JULY 8,1997 LandscaDing Sheet No. LP-1 LP-2 LP-3 IR-1 IR-2 IR-3 Description Landscape Site Plan Landscape Building Detail Planting Details Site Irrigation Building Irrigation Irrigation Notes and Details " CIVIL C-1 Cover Sheet C-2 Paving, Grading, Drainage Plan C-3 Water and Sewer Plan C-4 Pavement, Marking and Signing C-5 General Notes C-6 Sanitary Sewer Profile C-7 Paving and Drainage Detail C-8 Water Details C-9 Water and Sewer Details C-10 Sewer Details C-11 Sewer Details STRUCTURAL S-1 Foundation Plan S-2 Roof Framing Plan S-3 General Notes S-4 Sections S-5 Sections MECHANICAL M-1 Mechanical Floor Plan M-2 Mechanical Schedules and Notes M-3 Details M-4 Details PLUMBING P-1 Plumbing Floor Plan P-2 Roof Plan P-3 Water, Sanitary & Stoim Drainage Isometrics P-4 Plumbing Details and Notes Table of Contents 6 of 7 PARKLAND MUNICIPAL COMPLEX TABLE OF CONTENTS JULY 8, 1997 FIRE PROTECTION Sheet No. FP-1 FP-2 FP-3 Description Sprinkler Floor Plan Attic Sprinkler Plan Fire Sprinkler Details ., ELECTRICAL . E-1 Electrical Site Plan E-2 Power Plan E-3 Lighting Plan E-4 System Floor Plan E-5 Riser Diagram Panel Schedules E-6 Riser Diagrams and Notes E-7 Notes, Symbols and Schedules f Table of Contents 7 of 7 SECTION 00030 ADVERTISEMENT FOR BIDS Notice to Bidders The CITY of Parkland invites the submission of sealed Proposals for: Parkland Municipal Complex CITY Contract No. 97-01 The work generally consists of providing all labor, materials and incidentals necessary for the C9nstruction of City Hall (approximately 16,900 sq. ft.)" roadway and parking, ~ lake excavation, utilities, lighting, landscaping and other site improvements, for approximately '1 0 acres, all in accordance with the Contract Documents and Construction Plans. The Proposal and other data submitted by bidders will form the basis for a lump sum contract for the work. Proposals are to be submitted in proper form as described in the "Instructions to Bidders" and this "Notice to Bidders" and shall be received and time stamped at the office of the City Clerk, 6500 Parkside Drive, Parkland, Florida 33067 not later than 2:00 p.m. on August 15. 1997, at which time and place bids will be opened and publicly read. Late Proposals will not be accepted under any circumstances. . (.j') A Pre-Bid Conference is scheduled for Julv 24. 1997 at 10:00 a.m., at Parkland City Hall, 6500 Parkside Drive, Parkland, Florida 33067. Attendan.ce is highly recommended and proof of attendance will be indicated by ttie- Bidder's signature on the attendance sheet provided at the Conference. Bidders may obtain plans and Project Manuals at Parl<land City Hall for a non- refundable charge of $100.00 per set. These documents may be examined at Parkland City Hall between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday, and at the following locations: F. W Dodge Reporis, (954) 776-7630 Construction Market Data (954) 555-7905 Contractors Resource Center, Miami (305) 573-2063 (J!/II..rO(AS t'~~~~~fV'tl' ~t.1HtI'1~'" tjlljt:fJc-J r'l 117 gQ5'O All questions shall be directed to the architect, Michael Shiff & Associates, 2701 West Oakland Park Blvd., Suite 300, Fori Lauderdale, Florida 33311. Contact Person: Rick Buehl, (954) 486-7500 . A bid bond or cashier's check in the amount not less than 5% of the total amount bid will be required as bid security. The Bidder must also submit other documents with his Proposal as described in the "Instruction to Bidders". SECTION 00030 PAGE 1 OF 2 The City of Parkland reserves the right to waive technicalities or irregularities in bids, to reject any or all bids, to re-advertise the project or take any other such actions deemed to be in the best interests of the CITY. City of Parkland By: ~-c1~~ .e:::',,;1~'~~7l..-n Charles DaBrusco, P.E. City Engineer f Advertisement Dates: July 15, 1997 July 16, 1997 END OF SECTION SECTION 00030 PAGE 2 OF 2 SECTION 00050 BID SUBMISSION CHECKLIST THIS PAGE TO BE AFFIXED TO BID PACKET Bidder certifies by signature below that the following Documents are included in the Bid Submittal, fully completed in accord.ance with the bidding requirements: ('-"'~ '# This Bid Submission Checklist (Section 00050) Bid Form and Bidders Certification (Section 00300) Appendix A - Unit Prices (Section 00402) Appendix B - List of Alternates (Section 00403) Appendix C - Cost Breakdown (Section 00405) Foreign (non-Florida) corporate statement, if applicable (Section 00408) Bid Security (Bid Bond or a Certified Cashiers Check) (Section 00410)' Qualification Request Form (Section 00430) General Contractor Questionnaire (Section 00450) Contractor Affidavit (Section 00460) Non-Collusive Affidavit (Section 00480) Certified Resolution or other duly executed document evidencing authority to sign on behalf of the Bidder (Section 00490) Certificate(s) of Insurance Authorized Bidder's Signature SECTION 00050 PAGE 1 OF 1 SECTION 00100 INSTRUCTIONS TO BIDDERS REQUIRe-MENT THAT BID PACKET BE COMPLETE ( - ': THU$. COMPLETE THE BID DOCUMENTS IN FULL FOR SUBMITTAL AT THE TIME OF THE BID OPENING OR RISK REJECTION OF YOUR BID. 1. DEFINED TERM~ Terms used in the~e Instructions to Bidders are defined and have the meanings assigned to them. The term' "Bidder" means one who submits a Bid directly to CITY, as distinct from a sub-bidder, who submits a Bid to the Bidder. The term "Successful Bidder" means the lowest, responsible and responsive Bidder to whom CITY (on the basis of CITY'S evaluation as hereinafter provided) makes an award. Alternately, the Bidder or Successful Bidder may be referred to as CONTRACTOR. The term "CITY" refers to the City of Parkland, a municipal corporation of the State of Florida. The term "Architect" refers to Michael Schiff & Associates, Inc., 2701 w: Oakland Park Blvd., Suite 300, Fort Lauderdale, Florida, Phone Number (954) 486-7500. The term "Bid SECTION 00100 PAGE 1 of 22 Documents" includes the Notice to Bidders, Bid Submission checklist, Instructions to Bidders, the Bid Form and Bidder's Certification, Foreign (non- Florida) Corporate Statement (if applicable) Non-Collusive Affidavit, Qualifications Request Form, Certificate(s) of Insurance (if required), Corporate Resolution, Bid Security, General Contractor Questionnaire, Contractor Affidavit, and the proposed Contract Documents, including all Addenda issued prior to receipt of Bids and all documents which request information from the bidder. 2. '~ES OF BIDDI"'IG DOCUMENTS 2.1 . Complete sets of Bid Documents in the number and for the sum stated in the Notice to Bidders may be obtained from the Office of the City Clerk~ This amount represents reproduction costs and is nonrefundable. Complete sets of Bid Documents must be used in preparing Bids; CITY does not assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. CITY, in making copies of Bidding Documents available on the above terms does so only for the purpose of obtaining Bids on the work and does not confer a license or grant for any other use. 2.2 The Contractor shall be responsible for confirming that all documents listed in the master index are included in the Bid packet. 3. QUALIFICA TIQNS OF BIDDERS 3.1 No proposal will be accepted from, nor will any contract be awarded to, any person, who is in arrears to the City of Parkland, upon any debt or contract, or who is a defaulter, as surety or otherwise, upon any obligation to said CITY, or who is deemed irresponsible or unreliable by the CITY. 3.2 As a part of the Bid evaluation process, CITY may conduct a background investigation including a record check by the Parkland Police Department. Bidder's submission of a Bid constitutes acknowledgment of the process and consent to such investigation. CITY shall be the sole judge in determining Bidder's qualifications. 3.3 The CITY reserves the right to make a pre-award inspection of the Bidder's facilities and equipment prior to award of Agreement. 3.4 CITY reserves the right to consider a Bidder's history of citations and/or violations of environmental regulations in determining a Bidder's responsibility, and further reserves the right to declare a Bidder not responsible if (in the opinion of the CITY) the history of violations warrant 'such determination. Bidder shall submit with Bid, a complete history of all citations and/or violations, notices and dispositions thereof. The nonsubmission of any such documentation shall be deemed to be an affirmation by the Bidder that there are no citations or violations. Bidder shall notify CITY immediately of notice of any citation or violation which SECTION 00100 PAGE 2 of 22 (.""'\1 . I "",..,-' Bidder may receive after the Bid opening date and during the time of performance of any contract awarded to Bidder. 4. EXAMLNATION OF CONTRACT DOCUMENTS & SITE ~ . '(' 4.1 Before submitting a Bid, each Bidder must (a) examine the Bid Documents thoroughly; (b) consider federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress, performance, or provision, of the goods and/or services; (c) fully and thoroughly inspect the site of the proposed work; (d) thoroughly inspect and review the master plan and conduct all site examinations deemed necessary to submit an accurate bid, available at City Hall; (e) study and carefully correlate Bidder's observations with the Bid Documents; and (f) notify CITY'S Architect of all conflicts, errors, irregularities, or discrepancies in the Bid Documents. 4.2 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing the services and/or furnishing the goods and materials and such means, methods, techniques, sequences or procedures as may be indicated in or required by the Bid Documents, and that the Bid Documents are sufficient in scope and detail to indicate and convey understanding of all terms a'nd conditions of performance, all site conditions and furnishing of the goods and/or services. 5.~ 5.1 The apparent silence of the Specifications as to any detail, or the apparent omission from it of a detailed description concerning any point, shall be regarded as meaning that only the best commercial practice is to prevail and that only material and workmanship of the finest quality are to be used. All interpretations of the Specifications shall be made on the basis of this statement. 5.2 For the purpose of evaluation, the Bidder must promptly indicate any variance or exceptions to the stated Specifications, no matter how slight. Deviations should be explained in detail. Absence of variations and/or corrections will be interpreted to mean that the Bidder meets all the Specifications in every respect. 5.3 Any manufacturers' names, trade names, brand names, information and/or catalog numbers used herein are for the purpose of describing and establishing a general standard of quality, perfolmance and characteristics and are not intended to limit or restrict competition. The Bidder may offer any brand which meets or exceeds the specifications for any item(s). Requests for approval for substitutes shall be submitted at least fourteen (14) calendar days prior to bid date, in accordance with SECTION 00100 PAGE 3 of 22 procedures specified elsewhere in the Contract Documents. 5.4 Items shown on the Plans but not noted in the Specifications, and items \ noted in the Specifications but not shown on the Plans, are to be considered as both shown on the Plans and noted in the Specifications. Any errors or omissions in the Specifications or on the Plans, as to the standards of the work, shall not relieve the CONTRACTOR of the obligation to furnish a satisfactory first class job in strict conformity with the best practice found in structures or in the work of a similar type. The failure of the Bidder to direct the attention of the CITY's Architect to errors or discrepancies will not relieve the Bidder, should Bidder be awarded the Contract, of the responsibility of performing the work to the satisfaction cj the CITY. 6. INTERPRETATIONS ADDENDA AND PROTESTS 6.1 6.2 6.3 To ensure fair consideration for all Bidders, CITY prohibits communication to or with any department, officer or employee during the submission process except as provided in Paragraph 6.2 below. If the Bidder should be in doubt as to the meaning of any of the Bid Documents, or is of the opinion that the bid documents, plans and/or specifications contain errors or contradictfons or reflect omissions, Bidder shall submit a written request directed to the CITY'S Architect to be forwarded to the appropriate person or department for interpretation or clarification. Such request must be received by the CITY'S Architect at least ten (10) calendar days before the date of the formal opening of Bids. Questions received less than ten (10) calendar days prior to the Bid opening shall not be answered. Interpretations and clarifications deemed necessary by the City's Architect in response to such questions will be issued in the form of written Addenda issued to all parties recorded on the Bid List as having received the Bidding Documents. No oral interpretations or clarifications shall be made or considered valid. Issuance may be by facsimile with hard copy follow-up by u.s. Mail; or by Federal Express next-day or second-day delivery. The City and the Architect shall strive to distribute the Addenda to all parties, as above, but shall not be responsible for any party's failure to receive an Addendum. It shall be the bidder's burden and sole responsibility to determine if any Addenda have been issued prior to the Bid date. Any claim that the bid packet and the requirements and procedures set forth herein violate any applicable law or regulation or the right of any bidder shall be made in writing ai least ten (10) calendar days prior to the date set for bid opening or said Claim shall be deemed to be waived. The claim shall detail the alleged violation with specificity. SECTION 00100 PAGE 4 of 22 7. PRICES BID 7.1 Prices shall be shown in both unit amounts and extensions whenever applicable. In the event of discrepancies existing between unit amounts and extensions or totals, unit amounts shall govern. 7.2 Discrepancies in the multiplication of units of work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor ofthe correctsum. 7.3 All applicable discounts shall be included in the Bid price for materials an~ services and will be considered as determining factors in recommending an award in case of tie bids. Discounts extended to CITY shall include but not be limited to those discounts normally extended to governmental agencies as well as the private sector. 7.4 Chain discounts are not acceptable and will not be considered in determining an award. Bidders may bid only one (1) discount for each item on the Bid Form. Firm discounts and prices are to be quoted for the term of the Contract. () 7.5 Bidder warrants by virtue of bidding that prices. terms and conditions in the Bid will be firm for acceptance for a period of Ninety (90) calendar days from the date of Bid opening unless otherwise stated by the CITY. 7.6 The bid price shall include all. royalties, license fees and other costs arising from the use of such design. device or materials in any way involved in the work as well as all costs of packaging, transporting and delivery to the designated location within the City of Parkland. City Permit and inspection fees shall be waived. 8. OCCUPATIONAL HEALTH AND SAFETY 8.1 In compliance with Chapter 442, Florida Statutes, any toxic substance listed in Section 38F-41.03 of the Florida Administrative Code delivered as a result of this Bid must be accompanied by a Material Safety Data Sheet (MSDS) which may be obtained from the manufacturer. The MSDS must include the following information: . ' 8.1.1 The chemical name and the common name of the toxic substance. 8.1.2 The hazards or other risks in the use of the toxic substance, including: (a) The potential for fire, explosion, corrosivity and reactivity; (b) The known acute and chronic health effects of risks from exposure, SECTION 00100 PAGE 5 of 22 including the medical conditions which are generally recognized as being aggravated by exposure to the toxic substance; and (c) The primary routes of entry and symptoms of overexposure. 8.1.3 The proper precautions, handling practices, necessary personal protection equipment, and other safety precautions in the use of or exposure to the toxic substances, including appropriate emergency treatment in case of exposure. 8.1.4 The emergency procedure for spills, fire, disposal and first aid. ~ 8.1.5 A description in lay terms of the known specific potential health risks posed by the toxic substance intended to alert any person reading this information. 8.1.6 The year and month, if available, that the information was compiled and the name, address, and emergency telephone number of the manufacturer responsible for preparing the information. 9. S~BMISSION OF BIQS 9.1 Bids shall be submitted at or before the time and at the place indicated. in the Invitation to Bid and shall be submitted in a sealed envelope. The . envelope shall be clearly marked on the exterior "BID FOR PARKLAND MUNICIPAL COMPLEX FOR THE CITY OF PARKLAND, FLORIDA, OPEN AUGUST 15, 1997 AT 2:00 PM" and shall state the name and address of the Bidder and accompanied by any other required documents. The Bid Submission Checklist (Section 00050) must be completed and affixed to the exterior of the Bid Envelope. No responsibility will attach to the CITY for the premature opening of a Bid not properly addressed and identified. 9.2 Bids must be typed or printed in ink. Use of erasable ink is not permitted. All blanks on the Bid Form must be completed. Names must be typed or printed below the signature. Facsimile bids will not be accepted. 9.3 In accordance with Chapter 119 of the Florida Statutes (Public Records Law), and except as, may be provided by other applicable state and federal law, all Bidders should be aware that the Invitation to Bid and the responses thereto are in the public domain. However, the Bidders are requested to identify sDecificallv any information contained in their bids which they consider confidential andlor proprietary and which they believe to be exempt from disclosure, citing specifically the applicable exempting law. 9.4 All Bids received from Bidders in response to the Invitation to Bid will become the property of the CITY and will not be returned to the Bidders. SECTION 00100 PAGE 6 of 22 In the event of contract award, all documentation produced as part of the contract shall become the exclusive property of the CITY. 9.5 The submitted Bid shall constitute a firm binding offer on the part of the Bidder to furnish the equipment and/or services requested according to the terms of the bid and all Bidding Documents and specifications and specifically according to the contract contained herein. 10. BlIilQBMS 10.1 The Bid Form is included with the Bidding Documents and must be use~ by the Bidder. All bids must be on the prescribed form. The forms must be submitted in good order and all blanks must be completed. All instructions must be followed and all requested information accurately supplied. No information which has not been requested should be supplied. 10.2 The Bid must be signed by one duly authorized to do so; and in cases where the Bid is signed by a deputy or subordinate, the principal's proper written authority to such deputy or subordinate must accompany the Bid. ("') \... .> 10.3 Bids by corporations must be executed in the corporate name by the President or other corporate officer accompanied by evidence of authority to sign. The corporate address and state of incorporation must be shown below the signature. 10.4 Bids by partnerships must be executed in the partnership name and signed by a general partner, whose title must appear under the signature and the official address of the partnership must be shown below the signature. 11. PRE-BID CONFERENCE & MODIFICATION AND WITHDRAWAL OF BIDS 11.1 PRE-BID CONFERENCE A. A bidders conference has been scheduled for 10:00 AM on the 24th day of July, 1997 at the City of Parkland City Hall, 6500 Parkside Drive~ Parkland, Florida. B. All general contract [and ,{major} subcontract] Bidders [and suppliers] are invited. C. Representatives of the Owner, Architect and Engineer will be in attendance. D. Summarized minutes of this meeting will be circulated to attendees and all known bidders. These minutes will form part of the Contract SECTION 00100 PAGE 7 of 22 Documents. E. Information relevant to the Bid Documents will be recorded in an Addendum, issued to Bid Document recipients. 11.2 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the deadline for submitting Bids. A request for withdrawal or a modification must be in writing and signed by- a person duly authorized to do so, and, in a case where signed by a deputy or subordinate, the principal's proper written authority to such deputy or subordinate must accompany the request for withdrawal or modification. Withdrawal of a Bid will not prejudice th~ rights of a Bidder to submit a new Bid prior to the bid date and time. After expiration of the period for receiving Bids, no Bid may be withdrawn or modified. 11.3 If, within twenty-four (24) hours after Bids are opened, any Bidder files a duly signed, written notice with CITY and within five (5) calendar days thereafter demonstrates to the reasonable satisfaction of CITY by clear and convincing evidence that there was a material and substantial mistake in the preparation of its Bid, or that the mistake is clearly evident on the face of the Bid but the intended correct Bid is nqt. similarly evide.nt, then Bidder may withdraw its Bid and the Bid Security will be returned. Thereafter, the Bidder will be disqualified from further bidding on the work to be provided under the Contract Documents. 12. . BEJECTION OF BIDS 12.1 To the extent permitted by applicable state and federal laws and regulations, CITY reserves the right to reject any and all Bids, to waive any and all informalities, irregularities and technicalities and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Bids will be considered irregular and may be rejected, if they show serious omissions, alterations in form, additions not called for, conditions or unauthorized alterations, or irregularities of any kind. The City stresses the importance of filing a complete bid response which accurately and properly provides all information requested. 12.2 CITY reserves the right to reject the Bid of any Bidder if CITY believes that it would not be in the best interest of CITY to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by CrlY. 12.3 More than one Bid received for the same work from an individual, firm, partnership, corporation or association under the same or different names will not be considered. Reasonable grounds for believing that any Bidder SECTION 00100 PAGE 8 of 22 is interested in more than one Bid for the same work will cause the rejection of all such Bids in which the Bidder is interested. If there are reasonable grounds for believing that collusion exists among the Bidders, the Bids of participants in such collusion will not be considered. 12.4 The reasons for rejection of Bids are not intended to be exhaustive. 13. OPENING Of: BIDS 13.1 Bids will be opened ,publicly on the date and at the location and time specified in the Invitation to Bid. Bids will be read aloud and an abstract of the amount of the Base Bids will be made available after the opening of fueB~. . f 14. BIDS TO REMAIN OPEN .14.1 All Bids shall remain open for Ninety (90) calendar days after the day of the Bid opening, but CITY may, at its sole discretion, release any Bid and return the Bid Security prior to that date. ,,~. -", t.) 14.2 Extensions of time when Bids shall remain open beyond the Ninety (90) day period may be made only by mutual written agreement between the CITY, the Successful Bidder, and the surety, if any, fQr the Successful Bidder. 15. AWARD OF CONTRACT 15.1 If the Contract is to be awarded, it will be awarded to the most responsible and responsive Bidder for the Bid whose evaluation by CITY indicates to CITY that the award will be in the best interests of the CITY, and not necessarily to the Bidder submitting the lowest bid.. 15.2 Contracts shall be awarded to the lowest responsible bidder. In determining "lowest responsible bidder" in addition to price, the City Commission shall consider the following: (i) The ability, capacity and skill of the bidder to perform the contract or provide the service required; (ii) \Nhether the bidder can perform the contract or provide the service promptly, or within the time specified, without delay or interference; (iii) The character, integrity, reputation, judgment, experience and efficiency of the bidders; (iv) The quality of performance of previous contracts or services; (v) The previous and existing compliance by the bidder with the laws SECTION 00100 PAGE 9 of 22 and ordinances relating to the contract or service; (vi) The sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service; (vii) The quality, availability and adaptability of the supplies, or contractual services to the particular use required; (viii) The ability of the bidder to provide future maintenance and service for the use of tbe subject contract; (ix) The award and scope of conditions attached to the bid. ., 15.3 QUALIFICATION OF BIDDER The Owner may make such investigations as he deems necessary to determine the ability of the bidder to perform the work, and the bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the obligations of the contract and to complete the work contemplated therein. Conditional bids will not be accepted. 15.4 The Bidder to whom award is made shall execute a written Contract within F.ifteen (15) calendar'days after the Contract Award unless the CITY, by written authorization grants a 10 day extension (maximum extension permitted), If the Bidder to whom the first award is made fails to enter into a Contract as herein provided, the award may (at the sole discretion of the CITY by Resolution) be annulled and the Contract let to the next lowest Bidder who is responsible and responsive in the opinion of the CITY. ' Such Bidder shall fulfill every stipulation embraced herein as if he were the original party to whom the award was made. The contract contained herein shall be the contract to be executed and shall include the entire bid submitted by the successful bidder unless modified by the City. 16. TAXES 16.1 See Section 00800 - Supplementary General Conditions to AlA Document 201, Article 3'- Contractor, Subsection 3.6 - Taxes, for details. 17. AUDIT RIGHTS 17.1 The CITY reserves the right to audit the records of the Successful Bidder at any time during the performance and term of the Contract and for a period of three (3) years after completion and acceptance by the CITY. If required by the CITY, the Successful Bidder agrees to submit to an audit by an independent certified public accountant selected by the CiTY. The SECTION 00100 PAGE 10 of 22 Successful Bidder shall allOw the CllY to inspect, examine and review the records of the Successful Bidder at any and all times during normal business hours during the term of the Contract. 18. CONFLICT OF INTEREST 18.1 The award hereunder is subject to the provisions of Chapter 112, Florida Statutes. Bidders must disclose with their Bid, the name of any officer, director, partner, proprietor, associate or agent who is also a public officer or employee of the CITY or any of its agencies. Further, all Bidders must disclose the name of any public officer or employee of the CllY who owns, directly or indirectly, an interest of five percent (5%) or more in the Bidder's firm or any of its branches or affiliate companies. 19. NON-COLLUSIVE AFFIDAVIT 19.1 Each Bidder shall complete the Non-Collusive Affidavit Form included with the Bid Form, and shall submit the form with the Bid. 20. PUBLIC ENTllYCRIMES INFORMATION STATEMENT C'" , '. " 20.1 A person or affiliate who has been placed on the convjcted vendor list following a conviction for public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public buUding or public work, may not submit bids on leases of real property to public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. 21. CONTRACT TIME 21.1 The work to be performed under the Contract shall be commenced within 15 days of the issuance of a notice to Droceed. 21.2 The number'of days which the work is to be substantially completed is three hundred and thirty (330) consecutive calendar days from the date of the commencement of the Contract time as specified in the Notice to Proceed. Final Completion shall be within three hundred and sixty (360) consecutive calendar days from the date of the commencement of the contract time as specified in the Notice to Proceed. 21.3 By virtue of the submission of his Bid, Bidder agrees and fully understands that the completion time of the work of the Contract is an SECTION 00100 PAGE 11 of 22 essential and material condition of the contract, is familiar with the project and the project site and that time is of the essence. The Successful Bidder agrees that all work shall be prosecuted regularly, diligently and uninterrupted at such rate of progress as will ensure full completion thereof within the time specified. Failure to complete the work within the time period specified shall be considered a default. 2.2. LlaUIDA TED DAMAGES FOR BREACH OF CONTRACT 22.1 ,Because of the difficulty of determining damages for late performance with any precision, the Successful Bidder agrees that, if the work, or any part thereof, is not completed within the time specified or any extensiog thereof, the Successful Bidder shall be liable to the CITY in the amount of Five Hundred dollars ($500.00) for each and every calendar day the Substantial or Final completion of the work is delayed beyond the time provided in the Contract, as fixed and agreed upon liquidated damages and not as a penalty. Bidder agrees that CITY shall have the right to deduct from and retain out of moneys that may be then due or which may become due and payable to the Successful Bidder, the amount as such liquidated damages. The Successful Bidder agrees that this is not a penalty. 23. SAFETY ., 23.1 The Successful Bidder shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work. The Successful Bidder shall comply with the rules and regulations of the Florida Department of Commerce regarding industrial safety (Fla. Statutes Section 440.56) and with the standards set forth in the Occupational Safety and Health Act of 1970 (OSHA) and its amendments. 23.2 The Successful Bidder shall take all reasonable precautions for the safety of and shall provide all reasonable protection to prevent damage, injury or loss to: (a) All employees on the work site and all other persons who may be affected thereby. (b) The work and aU materials and equipment incorporated therein. (c) Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, structures and utilities not designated for removal, relocation or replacement in the course of the work. 24. WARRANTIES 24.1 Warranty of Title: The Successful Bidder warrants to the CITY that all SECTION 00100 PAGE 12 of 22 goods and materials furnished under the Contract will be new unless otherwise specified and that Successful Bidder possess good, clear, and marketable title to said goods and there are no pending liens, claims or encumbrances whatsoever against said goods. All work not conforming to these requirements, including substitutions not properly approved and authorized may be considered defective. 24.2 Warranty of SDecifications: The Successful Bidder warrants that all goods, materials and workmanship furnished, whether furnished by the Successful Bidder or_its sub-contractors and suppliers, will comply with the specifications, drawings and other descriptions supplied or adopted. 24.3 Warranty of Fitness for a Particular PUrDose: The Successful Bidde~ warrants the goods shall be fit for and sufficient for the purpose(s) intended. The purpose for which the goods covered by the Contract is intended as a Municipal facility as described in these specifications and in the construction plans for Parkland Municipal Complex available for inspection at City Hall. 24.4 Warranty of Merchantability: The Successful Bidder warrants that the goods and faculties to be supplied pursuant to the Agreement are merchantable, of good quality and free from defects, whether patent or latent in material or workmanship. ('-) . , . ... ...~ 24.5 Warranty of Performance: The Successful Bidder warrants that the goods and facilities shall meet the following performance requirements: 24.5.1 The facilities and quality of construction are warranted to be free of all defects and fully operable in and in good working and aesthetic condition and of a quality which is equal to or better than similar facilities in the area which have been found by their owners to operate in a satisfactory manner. 24.6 Warranty of Material and Workmanship: In addition and as supplement to the above and all other warranties, the Successful Bidder warrants all material and workmanship for a minimum of two vears from date of completion and acceptance by the CITY. If within two years after acceptance by the CITY, or within such isrger period of time as may be prescribed by law, or applicable technical specifications, any of the work is found to be defective or not in accordance with the Contract Documents, the Successful Bidder shall after receipt of a written notice from the CITY to do so, promptly correct the work unless the CITY has previously given the Successful Bidder a written acceptance of such condition. This warranty does not limit or impair the continuing obligation of CONTRACTOR to indemnify and hold the CITY harmless from all liability or causes of action and any damages of any kind whatsoever, including but not limited to consequential damages, resulting from CONTRACTOR's SECTION 00100 PAGE 13 of 22 errors or omissions and is in addition to that warranty. 24.7 The Successful Bidder warrants to the CITY that it will comply with all applicable federal; state and local laws, regulations and orders in carrying out its obligations under the Contract. ..~; .' 24.8 The Successful Bidder warrants to the CITY that it is not insolvent, it is not in bankruptcy proceedings or receivership, nor is it engag~d in or threatened with any litigation; arbitration or other legal or administrative proceedings or investigations of any kind which would have an adverse effect on its ability to perform its obligations under the Contract. 24.9 The Successful Bidder warrants to the CITY that the consummation of th~ work provided for in the Contract Documents will not result in the breach .of any term or provision of, or constitute a default under any indenture, mortgage, contract, or agreement to which the Successful Bidder is a party. 24.10 The Successful Bidder warrants that there has been no violation of copyrights or patent rights either in the United States of America or in foreign countries in connection with the work of the Contract. 24.11 All warranties made by the Successful Bidder tog~t)ler with servi,ce warranties and guarantees shall run to the CITY and the successors and assigns of the CITY. 25. RISK OF LOSS 25.1 The risk of loss, injury or destruction, regardless of the cause of the casualty, shall be on the Successful Bidder until the delivery of the completed project and facilities to the CITY, and inspection and final acceptance of the entire project by CITY. Title to all goods, chattel and facilities shall pass to CITY upon delivery and acceptance of the goods by CITY as evidenced in writing. 26. PERMITS, FEES AND NOTICES 26.1 The Successful Bidder shall secure for all permits and licenses which may be required for the proper execution and completion of the work. CITY shall pay for'all permit and impact fees. CITY Permit and inspection fees shall be waived. The Successful Bidder shall use its best efforts to obtain all necessary permits as soon as possible after the date of Contract commencement. Any delays in obtaining permits must be brought to the attention of the CITY's Architect without delay. 26.2 The Successful bidder shall give all notices and comply with all laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the performance of the work. The CITY shall not be SECTION 00100 PAGE 14 of 22 responsible for monitoring the Successful Bidder's compliance with any laws or regulations. 27. CLEANING UP 27.1 The Successful Bidder at all times shall keep the premises free from accumulation of waste materials or rubbish caused by Bidder's operations. At the completion of the work Bidder shall remove all waste, materials and rubbish from and about the site as well as all tools, equipment, machinery and surplus materials,and provide final cleaning and return the space to a condition suitable for use by the CITY. 28. QELA YS AriD, EXTENSIONS OF TIME ~ 28.1 The Contract time may only be changed by a change order or a written amendment. Any claims for an extension or shortening of Contract time shall be based upon written notice delivered by the party making the claim to the other party not more than ten (10) calendar days after the occurrence of the event giving rise to the claim and stating the general nature of the claim otherwise it shall be waived. Failure of the CITY to grant an extension of time shall not be a cause for stopping or delaying the progress of the work. (, t.. J . . 28.2 No claim for damages or any claim other than, an extension of time shall be made or asserted against the CITY by reason of any delays. An extension of time shall be CONTRACTOR's sole remedy for any delays; there shall be no claim to damages against CITY by CONTRACTOR for delays. 29. DEFAULT 29.1 In the event the Successful Bidder shall default in any of the terms, obligations, restrictions or conditions in the Contract Documents, the CITY shall give the Successful Bidder written notice by registered, certified mail or hand delivery to CONTRACTOR's office of the default and that such default shall be corrected or actions taken to correct such default shall be commenced within ten (10) calendar days thereof. In the event the Successful Bidder has failed to correct the condition(s) of the default or the default is not remedied to the satisfaction and approval of the CITY, the CITY shall have all legal remedies available to it, including, but not limited to termination of the Contact in which case the Successful Bidder shall be liable for all procurement and reprocurement costs and any and all damages permitted by law arising from the default and breach of the Contract. 30. TERMINATION FOR CONVENIENCE OF CITY 30.1 Upon seven (7) calendar days written notice delivered by certified mail, SECTION 00100 PAGE 15 of 22 .~ return receipt requested, to the Successful Bidder, the CITY may without cause and without prejudice to any other right or remedy, terminate the agreement for the CITY's convenience whenever the CITY determines that such termination is in the best interest of the CITY. Where the agreement is terminated for the convenience of the CITY the notice of termination to the Successful Bidder must state that the contract is being terminated for the convenience of the CITY under the termination clause and the extent of termination. Upon receipt of the notice of termination for convenience, the Successful Bidder shall promptly discontinue all work at the time and to the e~ent indicated on the notice of termination, terminate all outstanding sub-contractors and purchase orders to the extent that they relate to the terminated portion of the Contract and refrain from placing further orders and sub-contracts except as they may b& necessary, and complete any continued portions of the work. 31. ASSIGNfytEl-JI 31.1 The Successful Bidder shall not assign or transfer its rights, title or interests in the Agreement nor shall Successful Bidder delegate any of the duties or obligations undertaken by Successful Bidder without CITY's prior written approval. 32. APPLICABLE LAWS. ORDINANCE. RULES. CODES AND REGULATIONS & SITE .' 32.1 Familiarity with Laws: Notice is hereby given that the Successful Bidder must be familiar with all Federal, State and Local Laws, ordinances, rules, codes and regulations and site conditions that may affect the work and the relation and affect of these laws and regulations on the site and the project. Ignorance on the part of the Bidder will in no way relieve him from the responsibility of compliance therewith. It shall be the duty of the Successful Bidder to thoroughly investigate all aspects and requirements of the site, project and specifications prior to submitting a bid. Submission of a bid shall constitute a statement that the Bidder has fully conducted all necessary inspections, reviews, and investigations. 33. THIS SECTION LEFT BLANK INTENTIONALLY 34. BID SECURITY 34.1 Each Bid must be accompanied by a certified or cashiers check or by a Bid Bond made payable to the City of Parkland on an approved form, duly . executed by the Bidder as principal and having as surety thereon a surety company acceptable to the CITY and authorized to write such Bid Bond under the laws of the State of Florida, in an amount not less than five percent (5%) of the amount of the Bid. 34.2 The Bid Security of the Successful Bidder will be retained until such SECTION 00100 PAGE 16 of 22 Bidder has executed the Contract and furnished the required payment and performance bonds, whereupon the Bid Security will be returned. If the Successful Bidder fails to execute and deliver the Contract and furnish the required Bonds within fifteen (15) calendar days of the Notice of Award, CITY may annul the Notice of Award and the entire sum of the Bid Security shall be forfeited. The Bid Security of the three (3) lowest bidders will be retumed within seven (7) calendar days after the CITY and the Successful Bidder have executed the written Contract or if no such written Contrad is executed within ninety (90) calendar days after the date of the Bid opening, upon the demand of any Bidder at anytime thereafter, provided that he has not been notified of the acceptance of his Bid. Bid Security of ail other Bidders will be returned within seven (7) calendas days after the Bid opening. The attomey in fact or other officer who signs a Bid Bond for a surety company must file with such a Bond a certified copy of his power of attomey authorizing him to do so. 34.3 The Bid Security filed with the Bid shall be forfeited in its entirety to the CITY as liquidated damages if the Bidder to whom the Contract is awarded fails to execute the Contract Documents within fifteen (15) calendar days of the Contract Award. 35. ,PAYMENT AND PERFORMANCE BONDS ( '. 35.1 Within fifteen (15) calendar days after the Contract Award, but in any event prior to commencing work, the Successful Bidder shall execute and furnish to CITY a performance bond and a payment bond, each written by a corporate surety, having a resident agent in the State of Florida and having been in business with a record of successful continuous operation for at least five (5) years. The surety shall hold a current certificate of authority from the Secretary of Treasury of the United States as an acceptable surety on federal bonds in accordance with United States Department of Treasury Circular No. 570. If the amount of the Bond exceeds the underwriting limitation set forth in the circular, in order to qualify, the net retention of the surety company shall not exceed the underwriting limitation in the circular and the excess risks must be protected by coinsurance, reinsurance, or other methods, in accordance with Treasury Circular 297, revised September 1, 1978 (31 DFR, Section 223.10, Section 223.11). Further, the surety company shall provide CITY with evidence satisfactory to CITY, that such excess risk has been protected in an acceptable manner. The surety company shall have at least the following minimum qualifications in accordance with the latest edition of A.M. Best's Insurance Guide, published by Alfred M. Best Company, Inc., Ambest Road, Oldwick, New Jersey 08858: Financial Stability - A Financial Size - VIII 35.2 Two (2) separate bonds are required and both must be approved by the SECTION 00100 PAGE 17 of 22 CITY. The penal sum stated in each bond shall be the amount equal to the total amount payable under the terms of the contract. The performance bond shall be conditioned that the Successful Bidder perform the contract in the time and manner prescribed in the contract. The payment bond shall be conditioned that the Successful Bidder promptly make payments to all persons who supply the Successful Bidder with labor, materials and supplies used directly or indirectly by the Successful Bidder in the prosecution of the work provided for in the contract and shall provide that the surety shall pay the same in the amount not exceeding the sum provided in such bonds, together with interest at the maximum rate allowed by law; and that they shall indemnify and save harmless the CITY to the extent of any and all payments in connection with the carrying out of said contract which the CITY may be required to make under the law. The bond shall insure payment of laborers, material suppliers, and subcontractors and the timely completion of the project and be in a form acceptable to the City. 35.3 Such bonds shall continue in effect for one (1) year after final payment becomes due except as otherwise provided by law or regulation or by the Contract Documents with the final sum of said bonds reduced after final payment to an amount equal to twenty five percent (25%) of the Contract Price, or an additional bond shall be conditioned that the Successful Bidder correct any defective or faulty work or material which appear within one (1) year after final completion of the Contract, upon notification by CITY. 36. lNDEMNIFICA TION 36.1 GENeRAL INDEMNIFICATION: The parties agree that one percent (1%) of the total compensation paid to Successful Bidders for the work of the Contract shall constitute specific consideration to Successful Bidder for the indemnification to be provided under the Contract. To the fullest extent permitted by laws and regulations, Successful Bidder shall indemnify, defend, save and hold harmless the CITY, its officers, agents and employees, from or on account of all claims, damages, losses, liabilities and expenses, direct, indirect or consequential arising out of or alleged to have arisen out of or in consequence of the operations of the Successful Bidder or his Subcontractors, agents, officers, employees or independent contractors pursuant to the contract specifically including but not limited to those caused by or arising out of (a) any act, omission or default of the Successful Bidder and/or his Scbcontractors, agents, servants or employees in the provision of the goods andlor services under the Contract; (b) any and all bodily injuries, sickness, disease or death; (c) injury to or destruction of tangible property, including the loss of use resulting therefrom; (d) the use of any Improper materials; (e) a defective condition in any goods provided pursuant to the Contract patent or latent; (f) the violation of any federal, state, county or municipal laws, ordinances or state, county or municipal laws, ordinances or regulations by SECTION 00100 PAGE 18 of 22 Successful Bidder his subcontractors, agents, servants, independent contractors or employees; (g) the breach or alleged breach by Successful Bidder of any term of the contract including the breach or alleged breach of any warranty or guarantee. This provision shall survive the termination of this contract. 36.2 PATENT AND COPYRIGHT INDEMNIFICATION: Successful Bidder agrees to indemnify, defend, save and hold harmless the CITY, its officers, agents and employees, from all claims, damages, losses, liabilities and expenses arising out of any alleged infringement of copyrights, patent rights and/or the unauthorized or unlicensed use of any material, property or other work in connection with the performance of th~ Contract. This provision shall survive the termination of this contract. . 36.3 Successful Bidder shall pay all claims, losses, liens, settlements or judgments of any nature whatsoever in connection with the foregoing indemnification's including, but not limited to, reasonable attorney's fees (including appellate attorney's fees) and costs. This provision shall survive the termination of this contract. (....-...', .... . .' J 36.4 CITY reserves the right to select its own legal counsel to conduct any defense in any such proceeding and all costs and fees associated therewith shall be the responsibility of Successful .Bldder under the indemnification agreement. Nothing contained herein is intended nor shall it be construed to waive CITY's rights and immunities under the common law or Florida Statute 768.28 as amended from time to time. 37. INSURANCE 37.1 Bidders must submit copies of their current certificate(s) of insurance together with the Bid. 37.2 AT THE TIME OF EXECUTION OF THE CONTRACT, THE SUCCESSFUL BIDDER SHALL SUBMIT ADDITIONAL CERTIFICA TE(S) OF INSURANCE EVIDENCING THE REQUIRED COVERAGES AND SPECIFICALLY PROVIDING THAT THE CITY OF PARKLAND IS AN ADDITIONAL NAMED INSURED WITH RESPECT TO THE REQUIRED COVERAGE AND THE OPERATIONS OF THE SUCCESSFUL BIDDER UNDER THE CONTRACT. Insurance Companies selected must be acceptable the CITY. All of the policies of insurance so required to be purchased and maintained shall contain a provision or endorsement that the coverage afforded shall not be canceled, materially changed or renewal refused until at least thirty (30) calendar days written notice has been given to CITY by certified mail. Such notice shall constitute a default by the Successful Bidder. 37.3 The Successful Bidder shall procure and maintain at its own expense and keep in effect during the full term of the Contract a policy or policies of SECTION 00100 PAGE 19 of 22 insurance which must include the following coverage and minimum limits of liability: 37.4 (a) Worker's Compensation Insurance for statutory obligations imposed by Worker's Compensation or Occupational Disease Laws, including, where applicable, the United States Longshoremen's and Harbor Worker's Act, the Federal Employer's Liability Act and the Homes Act. Employer's Liability Insurance shall be provided with a minimum of One Hundred Thousand and xx/100 dollars ($100,OOO.00) per accident. Successful Bidder shall agree to be responsible for the employment, conduct and control of its employees and for any injury sustained by such employees ir,1 the course of their employment. (b) ComDrehensive Automobile Liability Insurance for all owned, non- owned and hired automobiles and other vehicles used by the Successful Bidder in the performance of the work with the following minimum limits of liability: 11.000.000 Combined Single Limit, Bodily Injury and Property Damage Liability per occurrence, (c) Comorehensive General Liability with the following minimum limits of liability: $1.000.000 Combined Single Limit, Bodily Injury and Property Damage Liability per occurrence Coverage shall specifically include the following with minimum limits not less than those required for Bodily Injury Liability and Property Damage: 1. Premises and Operations; 2. Independent Contractors; 3. Product and Completed Operations Liability; 4. Broad Form Property Damage; 5. Broad Form Contractual Coverage applicable to the Contract and specifically confirming the indemnification and hold harmless agreement in the Contract; and 6. Personal Injury coverage with employment contractual exclusions removed and deleted. (d) Builders Risk Insurance shall be provided by the Contractor in an amount not less than the replacement cost for the construction of the work described herein and as shown on the construction plans. Coverage shall be "All Risk" coverage for one hundred per cent (100%) of the completed value with a deductible of not more than five thousand dollars ($5,000.00) per claim. SECTION 00100 PAGE 20 of 22 37.5 The required insurance coverage shall be issued by an insurance company authorized and licensed to do business in the State of Florida, with the following minimum qualifications in accordance with the latest edition of A.M. Best's Insurance Guide: Financial Stability - A Financial Size - VIII 37.6 In addition to the above referenced insurance requirements for the successful bidder, the successful bidder shall require each of its subcontractors of any tier to maintain the insurance required herein, witb the exception that the minimum limits of liability shall be reduced to $100,000.00/ $200,000.00 (under FS 768.28) for all coverage's (Worker's Compensation, Comprehensive Automobile Liability and Comprehensive General Liability). The successful bidder shall provide verification thereof to City upon request of City. 37.7 All required insurance policies shall preclude any underwriter's rights of recovery or subrogation against CITY with the express intention of the parties being that the required insurance coverage protect both parties as the primary coverage for any and all losses covered by the above described insurance. (~~. 37.8 The Successful Bidder shall ensure that any company issuing insurance to cover the requirements contained in this Contract agrees that they shall have no recourse against CITY for payment or assessments in any form on any policy of insurance. 37.9 The clauses "other Insurance Provisions" and "Insurers Duties in the Event of an Occurrence, Claim or Suit" as it appears in any policy of insurance in which CITY is named as an additional named insured shall not apply to CITY. CITY shall provide written notice of occurrence within fifteen (15) working days of CITY's actual notic:e of such an event. 37.10 The Successful Bidder shall not commence work under the Contract until after he has obtained all of the minimum insurance herein described. 37.11 The Successful Bidder agrees to perform the work under the Contract as an independent contractor, and not as a sub-contractor, agent or employee of CITY. 37.12 Violation of the terms of this paragraph and its subparts shall constitute a breach of the Contract and Clr(, at its sole discretion, may cancel the Contract and all rights, title and interest of the Successful Bidder shall thereupon cease and terminate. SECTION 00100 PAGE 21 of 22 38. SUMMARY OF DOCUMENTS TO BE SUBMITTED BY BIDDERS 38.1 The following is a summary of documents, copies of which are included in the Bid Documents, which are to be completed and submitted by Bidders with the bid package. All documents must be submitted prior to the bid opening: (a) Bid Form and Bidder's Certification (section 00300) (b) Appendix A - Unit Prices (Section 00402) (c) Appendix B - List of Alternates (Section 00403) (d)' Appendix C - Cost Breakdown (Section 00405) (e) Foreign (non-Florida) corporate statement, if applicable (Section ., 00408) (1) Bid Security (Bid Bond or a Certified or Cashiers check) (section 00410) (g) Qualification Request Form (section 00430) (h) General Contractor Questionnaire (section 00450) (i) Contractor affidavit (section 00460) 0) Non-Collusive Affidavit (section 00480) (k) Certified Resolution or other duly executed document evidencing authority to sign on behalf of the Bidder (section 00490) (I) Certificate(s) of Insurance (m) Bid Submission Checklist (section 00050) 39. All builders are encouraged to use the services of small disadvantaged business enterprises (SDBE's). END OF SECTION SECTION 00100 PAGE 22 of 22 SECTION 00200 GEOTECHNICAL DATA PART 1: GENERAL 1.01 INVESTIGATION: A. Soil and subsurface investigations were conducted at the site, the results of which are to be found in the report prepared by: 1. Nutting Engineers of Florida, Inc. If B. A copy of the report follows. C. Bidders are urged to examine geotechnical data and to make their own complete and thorough investigation of the site before bidding. 1.02 INTERPRETATION AND ACCURACY: () GEOTECHNICAL DATA IS PROVIDED ONLY FOR THE GENERAL INFORMATION AND THE CONVENIENCE OF BIDDERS. THE OWNER AND ARCHITECT DISCLAIM ANY RESPONSIBILITY FOR THE ACCURACY, TRUE LOCATION AND EXTENT OF THE SOILS INVESTIGATION THAT HAS BEEN PREPARED BY OTHERS. THEY FURTHER DISCLAIM RESPONSIBILITY FOR INTERPRETATION OF THAT DATA BY BIDDERS, AS IN PROJECTING SOIL-BEARING VALUES, ROCK PROFILES, SOIL STABILITY AND THE PRESENCE, LEVEL AND EXTENT OF UNDERGROUND WATER. BIDDERS ARE FULLY RESPONSIBLE FOR CONFIRMING ANY INFORMATION CONTAINED THEREIN BY THEIR OWN INVESTIGATION. RELIANCE UPON THE DATA SHALL NOT BE A DEFENSE SHOULD THE DATA BE INCORRECT, MISLEADING,' OR SHOULD UNDISCLOSED GEOTECHNICAL CONDITIONS LATER BE DISCOVERED. SECTION 00200 PAGE 1 OF 14 OF FLORIDA INC. eSTABLISHED 1967 ~~'tECEfVE[) DEe 2 4 1996 MichaslA~&~ Geotechnical &. Construction Materials Hydrogeology &. Monitoring Wells Engineerin.g · Inspection · Testing NUTTING ENGINEERS Decem ber 17, 1996 Michael A. Shiff & Associates, Inc. /' 2701 West Oakland Park Boulevard Suite No. 300 Fort Lauderdale, FL 33311 954-486-7500 Fax: 954-486-6109 ~ Attn: Mr. Michael Shiff RE: Repbrt of Geotechnical Exploration Proposed Parkland City Hall MAS Project #9506 NE ~orner of University Dr.&Holmberg Rd. Parkland, FL Dear Mr. Shiff. ! i Nutting Engineers of . Florida, Inc. has performed a geotechnical explorati9n for the proposed city hall building to be located at the northeast corner of University Drive and Hobnberg Road in Parkland, Florida. The purpose of this exploration was to obtain infonnation concerning the subsurface soil conditio'ns at the site in order to evaluate I foundation design alternatives for the support of the proposed construction. This report presents our findings and recommendationS. ., \ . PROJECT INFORMATION . We understand that a single-story city hall building, covering approximately 16,000 square feet, will be constructed on the above mentioned location. Part of the structure will consist of an atrium, which has a maximum height of 40 feet above finished floor. Additional improvements will include parking and drive pavement areas. The test borings were located using approximate methods at the locations es~b1ished by the principal geotechnical engineer. i Nutting Engineers of Florida, Inc. has performed five (5) Standard Penetration Test borings (ASTM 0-1586) to depths of 25 feet below the existing ground surface in order , to evaluate the subsurface soil conditions. SECTION 00200 PAGE 2 of 14 1310 NEPTUNE DRIVE. BOYNTON BEACH, flORIDA 33426 Boynton Beach (561) 736-4900. Pompano Beach (954) 941-8700- Fax (561) 737-9975 GENERAL SUBSURFACE SOIL CONDmONS According to the Broward County Soil Survey, the area investigated in its natural state COnsl'its of Hall3Jldale fine s:md. The Hall:mdale series is a nearly. level, poorly drained sandy soil underl:1in with limestone at a depth of7 to 20 inches below the ground surface. The limestone h:lS numerous sand and rock tilled vertical solution holes within its form:1tion. Depth to the limestone is variable within short distances because of the irregular surface of the limestone :md numerous sand filled solution holes. The borings perfonned for this project revealed soil conditions similar to tho~ described in the soil survey. Note that the soil surveys were typically limited to :m approximate depth of six feet. . . ~ The test borings revealed a general geologic profile consisting of medium dense light tan to brown quartz 3Jld calc:lfeous fine sands from the ground surface to an approximate depth of 1.5 to 2 feet. From 1.512 to 3 feet light tan quartz fine sand Jnd limestone fragments was el\Countered, which is underlain with medium hard to hard limestone and tan calcareous sand with traces of shell fragments to an approximate depth of 12 feet From 12 to 25 feet, the m:1Ximum depth explored, medium dense tan to brown quartz fine to medium s:md W:lS encountered. Test boring B-1 revealed clayey fine sand at an approximate depth of 22.5 to 25 feet below the ground surface. (: The groundwater level wns measured at the boring locations at the time of drilling. The groundwater was encoun.tered at depths ranging from approximately 3 to 3.5 feet below the existing ground surface. This elevation is subject to change because of adjacent canal . level fluctuation, seasonal climatic changes, construction activity, and other site specific factors. i i GENERAL FOUNDATION RECOl'vIMENDA nONS Settlement Analysis Based on nIl allowable sojI bearing pressure of 3,000 pounds per square foot, a continuous footing width of 1.5 feet,:an individual column footing (3ft X 3ft). both at a depth of2 feet and results of the test borings, a settlement analysis was perfonned using the . Schmertmann method. It W:lS detennined that with adequate compaction of the foundation soils. total settlements should, be less than approximately one inch. Foundation Analysis f Once the site has been prepared in accordance with our site prep3ration recommendations presented in this report, the proposed city hall building at the referenced project may be supported on a shallow foundation system using :m allowable soil bearing pressure of 3,000 pounds per square foot. The foundation recommendation assumes no lateral nor uplift forces being applied. this will be up to the structural engineer to determine. ~NUTTING ~ ENGINEERS _ . _, r. I"U'tI~. fa.Jr 2 SECTION 00200 Page 3 of 14 We note that the site is approximately one foot below the road crown of Holmberg Road which indicates that structural fill will be required to bring the site to fInal construction grades. We recommend a minimum width of 18 inches for continuous footings and 36 inches for .. individual footings. even though the soil bearing capacity may not be fully developed in all cases. We recommend that the bottom of foofings be a minimum of 12 inches below the lowest adjacent fmished grade. . Foundation Preparation " ~ All grass, weeds. root zones should be stripped and removed from the construction area to a lateral distance of at least 5 feet beyend the proposed exterior building limits. The stripped. surface should be observed by a Nutting representative. The stripped swface should be soaked and then compacted with a minimum of 25 overlapping passes per unit area of a vibratory 'compactor' imparting po minimum dynamic force of 20 tons. The compactor should operate at a maximum speed of 2 feet per second, at the high frequency setting. The upper 24 inches of the compacted surface should be checked with field density tests equivalent to 95 percent of the modified Proctor maximum dry density. Structural till needed to bring the site to construction grade should be placed in lifts not exceeding 12 inches in loose thickness wheni using the recommended compaction f equipment described previously. Each lift should ~ thoroughly compacted until densities equivaJent to 95 percent of the Modified Proct~r maximum dry density are unifonnly obtained. ! The upper 12 inches of footing and floor slab s~bgrades should be compacted to 95 percent of the modified Proctor maximum dry dens~ty prior to the placement of concrete. Pavement Areas The parking and drive pnvement areas should consiSt of a minimum 12 inches of stabilized subgrade compacted to an equivalent density of ~8 percent of the modified Proctor maximum dry density. The subgrade soils should have a minimum Limerock Bearing Ratio (LBR) of 40. The parking 'areas should have a minimum of 6 inches of base course J' material and the drive areas should have a minimum' of 8 inches of base course material The base material should have a minimum LBR of 100 and should be compacted to 98 percent of the modified Proctor maximum dry density. The entire pavement area should have a minimum of 1.5 inches of flexible asphaltic concrete over the base materials. The a.<;phaltic concrete should be compacted and tested with backscatter densities equivalent to the Marshall value determined by the asphalt manufacturer. Additional pavemem recommendations can be provided upon provision of detailed pavement plans. ~NUTTJNG . .~}ENGJ~~~~A~NC 3 SECTION 00200 Page 4 of 14 GENERAL INFORMATION Difficult excavation of utilities and footings (dependent on finish. floor grades) should be anticipated due to the hard limestone fonnation encountered. Dewatering may be necessary when excavating' utilities and footings (dependent on finish floor grades) due to the high water table. Prior to initiating compaction operations, we' recommend that representative samples of the natural ground material and the strUctural fill material to be used be collected and tested to determine their compaction and classification characteristics. The maximum dry density, optimum moisture content, gradation and p1asti~ity characteristics ought to be' determined. These tests are needed for compaction quality control of the structural fill and natural ground soils, and to determine if the fLIt material is acceptable. - (' " A repreSentative nurhber of in-place field density tests should be perfo:ffiled in the compacted existing soils and in the structural fill or bacldill to confinn Utat,the required' degree of compaction is obtained. ' . t The vibratory compaction equipment will cause vibrations that could be felt by persons within adjacent buildings and could cause plaster or stucco cracking wjthin .these buildings. Excavation' of a vibration isolation trench and working parnllel'to and away from buildings to be protected have proven successful in reducing transmitted vibration intensity. The cont.ra.ctor should exercise due care during performance of the vibratory compaction work. If such vibrations are not considered tolerable then alternate foundation modification techniques should be considered. I i . I If conditions are encountered which are not consistent with the findings presented in this report, or if proposed construction is moved from the location investigated, this office shall be notified immediately so that the condition or change can be eval~a.ted and appropriate actioq tnken. . f Excavations of five feet or more in depth should be sloped or shored in accordance with OSHA and State of Florida requirements. ~ j ~NUTTING ~JE~I~~~~A~NC 4 SECTION 00200 Page S'of 14 " ". '. This concludes our services for this project as defined in the scope of work. We appreciate the opportunity to provide our continued services for you. Should you have any questions regarding this report or if you require additional engineering or testing services, please contact the undersigned at your convenience. Sincerely, , NUTIING ENGINEERS OF FLORIDA, INC. ," , 1 . · ',I ,; i l ,.' """" .I.I~~ '. " <Ywu ~~ ., . ,... ~:bJd4~ i2..J/~l,~ Richard C. WOhlf:uth, p.i ..;:.: "; .' Horida Registrati~n ##:508'58 :.~ :..: " !.-:. ;,' Senior Engineer . ~,' ...1 ..', I,: . / I . I. t.. ~ . . c..... ... i " J ;", '.! , ..: . - .;,..... '" . . , .', - Terence P. Butler, EJ. Project Engineer Attachments: Soil Boring Location Plan Test Boring Reports 1-5 Soil Classification Criteria Limitations of Liability i ! \ : SHIFF.lPBItpb , . t ~NUTTING .JC ENGINEERS OF FlORIO". IHe s SECTION 00200 Page 6 of 14 t ) ( \..,. ~-q a8ed OOZOO NOII~3S .-..... L . . ....." . ~o i?1 ~~. I f , Aft.' . ~ l!t. : r_rb :Ula,. iJ..I i8~ ;o:~.. -~ !!~; --a;,:c ...... Ull~ ~ Z ~ "OY'%:;"'\i 1) 't. ,..." JQ C1 (') :p ~ . i,~ f' ~ ~~ ~ ~..~ ~; 6. "1101111 r fJ c. t S'\ 'Z z. '2. (') ~ff1 ~ 3' ~ ~ t7 rt.. I'" ;t,'c3 ~ 1- e "\'Y 11\ c; )( " . - .~:""':":"I--:-=-",- " , . . , "', ~. --:.. \ :J -' 9-q + ~ NUTTING ENGINEERS CW PLOIllDA, INC.. ,.,.....,... 1H7 Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering -Inspection - Testing . Penetration - N Value Blows o 10 20 3) 4) 50 S) 70 eo 9J N Sampler Casing 113 lII1S 18113 8/6 6/5 , 616 518 11/6 5/5 7/1 1.u17 . 1l111. ~ TEST BORING REPORT eoth It Description of Materials 2 U. t.n qUMtz fine SAND,lIIght trace of root Q . " U. tan quartz line SAND, & lmutone fragments fo:= V~ 21 - U. tan allghtly silty quartz ftne SAND, & limestone 11 fragments , .. ~ .. ..... ..... . 19 U. tan UMESTONE fragment.. some It. tan quartz 10.. ftne And trICe shell - 12 U. tan quartz tine SAND. & aheII. sUght trace of ...... IImut .......... U. brown ctayey calcareous SAND, tnIc:e ahell. ~. 32 .. tnlcellmestonefngmenls ...._-~.. . .. . .. .. .. . ;/ ..:~". o. " .... .... U. brown qu.u line SAND < 15. . I . \ - I 34 / , Brown clayey, quartz fine SAND W.C.'"20.1~ . V I . - . . .." \ 11 Tut Borfng terminates G 2& feet. ~ : . . . . I J.5 5 " lient Michael A. Shiff & Associates,lnc. ;)ject Name: Park..ncI City HaUMAS Project #9506 ;)Ject LocaUon: NE comer of University Dr & Holmberg Rd. Parkland, FL ole Location: . Approx. 2.0' N & 195' E of SW property corner 'iller: C. StanleY !vatlon Reference: Approx. . road crown dsing:OIameter: Mud Rotary ampler:Diameter: 2" 00 x 2' Split Spoon oundwater depth:lmmediate: ~ 4Pla WILL lIE OISCAAOED.. eo CAYS UNlESS INS1'RUCTEI) onERWISE. MH 7/8 9/11 . " :.'f'. M .. :; M ;, M' 19117 17122 .' M S .' ,.s ." .u& . 6/5 ...r..~:'" Order #: 3815.2 Hole #: 1 Oate Started: 12/11/96 Oate Completed:-" 12/11/96 Hamme!\ WT: -..:..:~_ F, ~II: .. Ham",er 'NT: ~O# " Fall: 30 bi"~&~~.1ik;~ \ ,)/ ~J( 191:, )~.C. Wohlfs . "j.P.E.:~~ '.. , _I', . ;:.' . 1310 Neptune Drtve. Boynton Beach. ?J~l3~~ 00 2 OO",.~ ~ ~ e 8 0 f .1.4 Boynton 8Hch (N1) nf-4IOO - PompMO 8Hch (1M) 1041-1700 - FAX (N1) 137-11"15. '.' . , ,'-9 NUTTING ENGINEERS Of' I'\.OIUDA, ..c. E......1M4 tH7 Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering 'Inspection · Testing Blows eo go N Sampler Casing 112 117 12110 714 616 7/8 11110 10ft 9" 61S 716 ' 5/5, .. :ent Michael A. Shiff & Assocfates,lnc. )ject Name: Parkland City Hall MAS Project #9506 )ject Location: HE comer of ~nlv.nlty Dr & Holmberg Rd. Parkland. FL lie Location: Approx. 240' I: & 215' N of SW property comer iller: D. Tyson Date Started: 12/12/96 tVatlon Reference: Approx.1' below road crown Date Completed: ' '12J.~2/96 ,sing:Dlameter: Mud Rotary Hammer w:r: .:,...:__.;;.,..F,U: 't, :mpler:Diameter. 2" 00 x 2' Split Spoon Hammer WT: 14ul: Fall: .JO"_ oundwater depth:lmmediate: 3.5' ' fPll;S'fW.L BE OISCAAoeo IN eo OAYS UNLESS INSTRVC'TCO 0Tl1ERWISE TEST BORING REPORT ')th t o . Penetration. N Value 10 20 3) 4) 50 8J 70 0escriptI0n of Materials Gr.y quartz medium SAND Q., 7 Tan quartz medium SAND & llmeatone fragmenta , ) 17 ~ _U LL tan quartz line SAND, some Ilmutone \D fragment.. trace IheII 20 ( - 13 LL tan quartz line SAND. trace limestone r 11 fragments. trace shell ..... .. " . . ..-. ..... . " . ~ 12 , , . , '. Ok. tan quartz fine to medium SAND I I 10 "\ . J -. , d 7 ~ Tut Bortng tennlnat.. .. 25 feet. , I : , (' .. ; Order #: Hole #: 518 6112 .us 516 314 315 3815.2 2 ,\ I . I by: /<clJ~~t~.~~h~k&~ R.C.lJVohf~., ...~.e.;#508.5~t ; ,\ . . . 1310 Neptune Drive, Boynton 8Nch. Florida 33421 ' . Boynton ae.ch (M1) 73t-QOO. Pompeno Beech (154) M1~OO . FAX (561) 737.s975 ' . . 0,\\ SECTION 00200 Page 9 of \.i @ NUTTING ENGINEERS Of' Pl.OftlDA. INC. 1..'IIe'" 1H7 Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering -Inspection - Testing TEST BORING REPORT ~ t . Penetration. N Value o to 20 3) cO 50 aJ 70 eo 00 N Description of Materials U. tan qcurU fine SAND Go....... 3 ~ I"'-.. u. tan quarU line SAND, & limestone fragments 1-:= ~ 33 - T~n UMESTONE fragments. some It. brown qu~rtz. '1ft 1Ine sand ~ ~ 29 ,Tan UMESTONE 'ragments. some It. brown quartz. ~ r-..... rne sand ./ 33 LL tan quartz fine SAND. trace of Umestone , fragments . V I 29 Brown clayey calcMeous SAND, trace 0' limestone k' ....... ' trace shtI1 / U. brawn quartz nne SAND, sUght trace of shell 10 , . .. . '. . . . " . , , .' I Ll brown quarU fine SAND ~ ~ . . /F 41 / ; / , '. c: . i ! Test BorIng !ennlnate. G 25 ,eet. : . , .5 4 .j Blows Sampler Casing 1J1 213 14115 18/11 15117 13/12 8" 22/19 14118 ~ 15/16 13/15 14117 MH 115 SII -" - -....- M M M 15/19 22125 M M S' 514 ' . 616 Order #: 3815.!...- Hole #: 3 Date Started: 12/11/96 Date Completed: . 12J11/96 Hammer WT:" , " Fall: '. ., Hammer Wf: -fm'" Fatl:'30"-- ent Micha.1 A. Shiff & Associates, Inc. tJ8Ct Name: Parkland City Hall MAS Project #9506 ' Iject Location: HE comer of URiversity Dr & Holmberg Rd. Parkland, FL Ie Location: Approx.16&' N & is&' E of SW property cdmer lIer: C. StanleY vation Reference: Approx. l' below road crown sing:Oiameter. Mud Rotary mpler:Oiameter: 2- 00 x 2' Split Spoon )undwater depth:lmmediate: 3.1' ?l.fS wu. BE 0lSCAR0ED IN eo OAYS UNlESS 1t4STRUCTa) OTHERWISE. . ' 'I, . .,...... '.. . . , 0 by: XL(~llalZ;~'\Ji'1!.t.'/Jj, R.C. W~hlfa1.\J~.~.1*?O ~.:',~ : '. 0 0,' 13 10 Neptune Dftve. Boynton Beach. Florida 33042t ' Boynton 8eKh (M1) 73C-4IOO. Pompano BeKh (154) 541-1700. FAX. (561) 737".7' ' . \ SECTION 00200 Page 10 of 14 , , ~ NUTTING ENGINEERS 01' n01l1OA, lie. E.......... 'KT Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering 'Inspection' Testing TEST BORING REPORT Oescriptlon of Materials . Penetration - N Value Blows o 10 20 30 4) m 8) 70 80 SO N Sampler Casing it Brown quartz line SAND, ... colloidai organic. ., 21 .......... trace It. tan clayey calclreoua sand ./ ............ Tan .city calcareoua SAND, & IImutone hgmenb >> q Tan UMESTONE fragmenta & tan IIIty calc:areoua ~ sand '= ~ - .,., Tan calcareous SAND, & shell, .xne Ilmatone c~ fragments . 10 --- - Tan UMESTONE fragments. some tan calcareous --- ;;e 47 sand&sheU . f' ../ r 26 ! U. tan quartz tine to medium SAND, trace (( 15 limestone fragments, ... shell . - , - Tan quartz ftne SAND ..' , . ,. .... 116 ~ ~ I " j i '. Brown slightly .city quartz ftne SAND ( \ 10 : i Test BorIng terminates. 26 feet. . \ : 116 11121 30m 21119 16113 918 616 515 6117 30121 11115 1011 m 8110 . ~ .....-"'. ... . . 618 819 5/6 416 Order #: 3815.2 Hole #: 4 .nt Mlehae. A. Shiff & Anoelates,lnc. ied Name: Parkland City HaR MAS Project #9506 ;ect Location: HE eqmer of University Dr & Holmberg Rd. Parkland, FL , Location: Approx. 210' E & 170' H of SW property corner 'er: D. Tyson /ation Reference: Approx. l' below road crown ~ng:Diameter: Mud Rotary npler:Oiameter: 2" 00 x 2' Split Spoon undwater depth:lmmediate: 3.5' 1U. BE OISCAACED IN eo DAYS UN...ESS INSTRUCTED 0Tl1ERWISE. Date Started: 12/12/96 Date Completed:.- 121t2J9El, Hammer WT: ,PeJ~..' , "- Hammer 'NT: ~T Fa:1: )U....:-. ", " . by: i<c-':" _ LW.J ~,;V/~ :: R.C..W~\'tlfa ..,P.E.:~. ".' . . \ I, 0, ..' t, '. . .. ,,:' , 1310 Nept1me om.. Boynton Be.ch. FkKtcIa 3342. . Boynton Beach (M1) T3t~. Pompano Beach (914) M1~OO · FAX (Ie 1) 737-1'75 ,\ SECTION 00200 Page 11 of 14 ": .. ~ NUTTING ENGINEERS Of' P\.OfUOA,lNC. E....III_" tte7 Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering -Inspection - Testing ient Michael A. Shiff & Associates, Inc. 'ject Name: Parkland CitY Hall MAS Project #9506 ,ject Location: NE corn<< of University Dr & Holmbfrg Rd. Parkland, FL )Ie Location: Approx. 365' E & 16S' N of SW property corner ;lIer: D. Tyson Date Started: 11112196 ,vatlon Reference: Approx.1' below road crown Date Completed: ~\.,1p12196 .sing:Oiameter: Mud Rotary Hammer WT: __.;..; f611: IlTipler:Oiameter: 2" 00 x 2' Split Spoon Hammer WT: HO# ~:a!l:.1~ oundwater depth:lmmediate: 3.5' " . IP\.ES'MU. BE OISCARCED 1M eo OAYS UNl.ESS 1NSTRUCTED cmERWlSC. TeST BORING REPORT !Clth !t . Penetration - N Value 3) 4() 50 En 70 eo 9J N Description of Materials o 10 20 a Lt. brown quartz ftne SAND, & tan slight clayey 0- 4 calc:areous sand ~ Brown ..ny quartz ftne to medium SAND, IItUe r--. "7 31 limestone fragments Tan qcMrtz 11M SAND. & shell, trace limestone - of .,. fragment. ,.. V .~ 12 Lt. tan UMESTONE fragments & some calcareous --- ftne sand r-- ;e 42 . V . .' - .. ~ . 1t Tan quartz 11M to SAND, .ught trace ~ limestone fragment.. alight trace shell Tan qtMrtz 11M SAND J 17 N... " '" "'" - , . >> 56 .J I / 7' ! V i .. Srcnyn quartz nne SAND - - ' rr . , , 15 ! : Test porfng tennlnate. Cl25 reet. I ' .. \ Order #:: Hole#: Blows Sampler 1/1 3/10 11/16 21/15 13114 14115 116 6/6 6118 2<4128 18110", . tit Casing 516 11/14 I. ~~~ ' I 718 sa 3815.2 5 by: l"?cl~'~~ '~~0'~A RJ;;. WObJ1~. P~. #50e58 . , "0 1. \. .. . : t:'. . . 1310 NeptUne Dftve, Boynton ae.c:h. FIof1da 3342C ".~' Boynton ae.cn (1541) 73f-4IOO - Pompano Be.ch (U4) M1~700. FAX ($61) 737-1'7'5 : . . SECTION 00200 Page 12 of 11 SOIL CLASSIFICATrON CRITERIA RELATIVE DENSITY SAND SHEAR STRENGTH CLAY SPT N-VALUE RELATIVE SPT UNCONFINED CONSISTENCY N-Value COl\ttP. STRENGm (blows/Ct.) (tons/ft.2) (blows/ft.) DENSITY 0-4 5 - 10 11 - 29 30 - 49 >SO 100/6" . PARTICLE SIZE Very Loose Loose Medium Dense Very Dense Refusal <2 2-4 5-8 9 - 15 16 - 30 >30 <0.25 0.25-0.50 0.50-1.00 1.00-2.00 2.00-4.00 >4.00 Very soft Soft. Medium Stiff Very Stiff Hard 't '- DESCRIPTION MODIFIERS Boulder Cobble Gravel Sa.ad Silt Clay >IZ In~ 3 to 12 in. 4.76mm to 3 in. 0.074mm to 4.76mm 0.005mm to 0.074mm <O.OOSmm 0-5% 6 - 10% 11 - 20% 21 - 35% >35% Sliaht trace Trace Li ttJe Some And (' " e ~ I TyOlcoI Majot 0....... Cl.uir.o.leA Cri.trie ..",.... . ~ . J- c..D_D.. GI___. : I i WolIotr.... ....... ..... . Ii ow l:==:'- ,;1 lD2fr,1 .. ,1 J Il:;CJ.. c,. Dt.. ... 1- Iii'll ~ I i 1di '-"'.....- - -~i"~ GP. .......... ......... i~~fi *._....... crI.... lor GW ! a III ,liItle ., .... .... I I, ji U) oU I Sil., ........--.. A-..,.............. _"M.... I "n................ iSJ ...-- ioo.I ., IIUliCi., ink. ... _ . i lit IlalClIelI .... ... 11 ! 1'1 ......1Iw -..;1'__ a ... GC ~.-...- 11.1 - ..._......" ...,_ -A-11M I ,-iriftt"....- III ...,-- _ _oc;., ...... ..... _ 7 .,-, . s: I w.....--_ 181,1 c. . D..,D.. GI....._. &1 SW ....... ..... .'" -8 ~ ill Jf _.,... IloMt I jZ7 c.. . 1_11i'lI:I S - i lz .. ... ti u~ ,..,..,.- - - ........, J ~' I . li~i Sl' wldo.linIe ., ... ""- 1...1 .... _... ..... cri.... ... M I j I d.J~ I ...-......"..... ...... -4-11M I ...n...... liMi. ........ jll SU sa., ...... ~ 1IIi..._ h. . .....cl., ...... ... _ 4 , .. ....... .... ." I!] I I ......iN eN"'Co..., I c... I j" ...n...... _".... _ -4-"" ,-"......... - Ie 0""'" ....... __ _._.. .. .. _ ......i.. ...... _." .... 7 ! ...,-. I '-.-;. ~.... ..., !Me I , . M~ --. -- .......~.,., ......,.... C-..f I I V . au ......, !Me ...... ._~"""4__ . .. --...... ....... -'--- I I -,..... ......f _ .. ..-- eIY.~ 1 ;a .-.-.. ,,-...-...-...-... -8 . .,. C~ __.Ci.,. .._ty .. ..... -......-..-....--. I -=", : .7i ct_. _ CI..,......., ----..-.. ...., ......... iA I o , C1_;_ CI... ...-- ,,-. I I l "0 J" ,... rl.,,, ,. ! lZ I J .. i n~ 01. Or_c "'0 _ oo_c I I I~ VI I I I "'tV CI.,.,., ....O...tlCllV I ! ~.t . I ''''''''''' .1'1. ~. I 10 S . I :., I I v. i 6~5: I ' i "'" , . "'Of'I'MeOt.tl ,"". ....... ~ .. I i ,/ I ... : u ! c 01 ..u. ....c .... .. ; i ;~ I __ ct.....1 .... i .....~..::!:W 6:!;) I Iii I I ~ . '. CM . ....c.flp. 'If a.,. . ... r t..,? =7 _ J ..: 0 .. Ie . .. .. .. .. .. .. ... " OM I ~CI..-." _ i -- ..... , .. ...... ......... ........, Or_c s.... I " '.... _0. _ ._ ........ . y_......_ '_"'C"_. _ AsrM 0__ 02_ ~...... ..... , ........... .... ....................... ..... ,.... . ,~...... ,....... SECTION 00200 Page 13 of 14 LlMITATIONS OF LIABILITY WARRANTY We warrant Ih~lt the l'Crvkcs pcrformeu hy Nutting Engineers of Aoriua. Int:. arc ~on<.lu~tcu in a manner t.:on.c;istent wilh that level of ~are anu skill ordinarily cxerdseu hy mel1lher.\ of the profes,c;ion currenuy prJctic.:ing under ~imilar ccmditions. N" lither warranties, e:cpressed fir implied, are lnade. While the services of Nutting Engineer.\ ~f Aoriua. Inc. 3l'C a valuable anu integrJ.l p-JJ't of U1C uesign anu cunstruction team.;, we do not wa.rrarlt. guur.tntee, or in.c;ure ttle lluality or l."Ompletenes... of services provi<.Jcd by other memncr.\ of lhosc tcams. the quality, ~ompletcnes~. or satisfactory perfonnance of ~oll.'\tructi()n plall.o; and ~pcciticptioll.'; whi~h we have not prepared, nor lhe , ultimate performant.:e of bu,iluing site materials. SUBSURFACE EXPLORATION J . I Subsurface e:<plor.ltion is nomlalJy al.'Complished by test borings: test pite; are ~l1letime.c; employed. ll1e methoc.l of determining Ule horing loc:ltion and the surf::lI:e elevation :It the boring is noted in the report. 11us information is represented on a drawing or on tlle horing log. llleJoc:uion and elevation of the boring should be l."Qnsidered accurate only to the degree inherent with the method used. 11le ~i1 boring log include.-c munpling' infonnation, description of the lDaterials recovered, approximate depdlS of boundarie.c; he[\veen soil and rock strata and groundwater dat:1. llle 'Iog repre.~nrs l:onditions specitil.'UJJy at the location and time the boring was made. TIle boundaric:; between different soil strata are indicated at specific depths; however, the.~ depths 3l'e in fact approximate and lIcpendent upon the frequency of ~pling. 1be tr:lnsition between soil str:lta is often gradual. Water level readings are made at the time.'l and under conditions sUlted on the boring logs: Water levels changefwith time, precipitation, canal levels, local well drawdown and odler factors. LA BOR.-\ TORY AND FIELD TESTS TC.'\l'\ ~e performed in at.:wnjan~e with ~pcdlil; ASTM Standanl.'\ unless lltherwi~ inuicated. All I.:riteria indudcd in a given ASThI Standard arc n(lt always required and performcd. Each test report indk:llc... the me:1SUremenl'\ and lJetenninaljons actually made. '~NUTTING ~~)ENGINEERS ANALYSIS AND RECOMMENDATIONS 11le gcolechnkal report is prep3l'ed primarily to aid in thc design of sile work and structural foundations. Although the information in the report is expected to be suftident for the.-.e purposes, it is not intended to detcmline the ~ost of com;tcuction or to stand alone as a Clln.-;truction sped tication. Rerxln rccummendatiuns are based primarily on dati from test tx)rings m:llJe at the locations shown on the tcst horing reports. Soil variations may exist between hl)rings and may not become evident until construction. Irvariations are then noted. the geotechnkal engineer should he cuntacted ~() that field conditions can be examined and recommendatioll.'! revised if necessary. . l1le geotechnic:1l repon states our understanding as to the location, dimension.e; and structural features proposed for the site. Any significant cluJngesin the nature, design, or location of the site improvements must be communicated to the geotechnical engineu so thatUle geotechnical analysis, conclusions, and recommendations can be appropriately adjusted. CO~STRUCTION OBSERVATION Constructi6n ohservation and testing is an importint elem~nr of: geotechnical services. The geotet.iu1icaJ engineer's ., tield representative (G.E.F.R.) is the "owner's ~pre.c;ento.tive" observing the work of the contr:lcto~, performing tests and reporting data from such test.;, and observations. The geotechnical engineers .(ield representJ:ztive does not direct the contracttJr's: CtJn.fullctiun means, methnds, opera- tions ur persflnneL nle G.E.F.R. does not interfere with the rc!ation.c;hip between the owner and the contr.1t.:tor anll. except us an observer, does not become. a suhstitute owner on site. The G.E.F.R. is responsible for luslller safety, but has no responsibility for the l'afety of other personnel at the site. The G.E.F.R. is an important member of :l ream whose responsibility is to nh~rve Jnd test lhe work being done and report to the llwner whethcr that work is being curried out in generJ.l cllnl()rnmn~c wilh the plans anti spcdtil.:atiuns. SECTION 00200 Page 14 of 1 SECTION 00300 BID FORM PROJECT NAME: PARKLAND MUNICIPAL CENTER SUBMITTED BY: DATE: NAME OF QUALIFYING AGENT: FLORIPA STA TE REGISTRATION NUMBER I BROWARD COUNTY CERTIFICATE OF COMPETENCY NUMBER: I BID NO.:97-01 ., (") "'- .' The Bidder, having thoroughly and completely familiarized himself with all local site conditions affecting the cost of the work at the place where the work is to be done and with the related drawings, specifications, and other Contract documents, hereby proposes and agrees to furnish all construction, labor and materials, bonds, necessary tools, expendable equipment, and all utility and transportation seriiCes necessary to perform and complete all work required for the construction of the project, all in accordance with the Contract documents, within the time set forth and at the prices stated below. The undersigned, as Bidder, hereby declares that the only persons interested in this bid as principal are named herein and that no person other than herein mentioned has any interest in this bid or in the Contract to be entered into; that this bid is made without connection with any other person, firm, or parties making a bid; and that it is, in all respects, made fairly and in good faith without collusion or fraud. The Bidder further declares that he has examined the site of the work and informed himself fully of all conditions pertaining to the place where the work is to be done and has had sufficient time to make all tests and investigations; that he has examined the Bid Specifications and all addenda thereto furnished before the opening of the bids, as acknowledged below and that he has satisfied himself about the work to be performed and considered all obligations and costs attendant thereto; and that he has submitted the required Bid Guaranty and aU other required information with the bid. The Bidder agrees, if this bid is accepted, to contract with the City of Parkland, a municipal corporation of the State of Florida, on the form attached hereto to furnish all necessary materials, equipment, machinery, tools, apparatus, means of transportation, and labor necessary to construct and complete the work covered by this bid and other Contract Documents for the project entitled: SECTION 00300 PAGE 1 OF 7 The Bidder also agrees to furnish the required Performance and Payment Guaranty for not less than the total bid price, and to furnish the required Certificate(s) of Insurance. The undersigned further agrees that if he fails to execute said Contract, or fails to furnish the required Performance and Payment Guaranty or fails to furnish the required Certificate(s) of Insurance within fifteen (15) calendar days after being notified of the award of the Contract to him, the money payable on the bid guaranty accompanying his bid shall be paid into the funds of the City of Parkland, Florida. Bidder understands that Owner reserves the right to reject any or all Proposals and to waive irregularity in the bidding. Failure to complete all items on this Proposal Form will be cause for rejection. ., The Bidder certifies that no principals or corporate officers of the firm were principals or corporate officers in another firm at the time such other firm was suspended within the last two years from doing business with CITY or Broward County; except as stated below: Acknowledgment is hereby made of the following addenda (identified by number) received since issuance of the Project Manual: ADDENDUM #1 dated: ADDENDUM #2 dated: ADDENDUM #3 dated: ADDENDUM #4 dated: ADDENDUM #5 dated: ADDENDUM #6 dated: SECTION 00300 PAGE 2 OF 7 TABULATION OF PRICES BID The Base Bid shall include all labor, materials, equipment and incidentals necessary to complete all improvements .as indicated and in accordance with the Contract Documents and Construction Plans, except those improvements specifically identified as Add Alternates (See Section 01030). TOTAL BASE BID PRICE IN WORDS AND NUMBERS ($ ) APPENDICES: Submit Document 00400 - Supplements to Bid Form (and Appendices~ concurrent with Bid submission: Document 00402 - Appendix A - Unit Prices Document 00402 - Appendix B - Alternatives Document 00405 - Appendix C - Cost Breakdown The Bidder understand that the Owner reserves the right to reject any and/or all bids and to waive any informalities in the bidding. The Bidder agrees that this bid shall be valid and may not be withdrawn for a period of ninety (90) calendar days after the scheduled closing time for receiving "bids. . (') Upon receipt of written notice of the acceptance of his bid, the Bidder will execute the formal contract within fifteen (15) days and deliver a Surety Bond or Bonds as required by the General and/or Supplementary Conditions. The bid security attached is in the sum of five percent (5%) of the amount of the base bid is to become the property of the Owner in the event the contract and bond or bonds are not executed within the time set forth herein, as liquidated damages for the delay and additional expense to the Owner caused thereby. The lowest bid shall be determined by the base bid plus the cost of any selected alternates chosen by the City of Parkland at time of Award of Contract.. The CITY reserves the right to select one or more Add Alternates at the time of Contract Award, or at any time(s) within'90.days of the contract commencement as specified in the Notice to Proceed. Add Alternate costs shall be honored by the successful bidder for at least that length of time. SECTION 00300 PAGE 3 OF 7 BIDDER'S CERTIFICATION WHEN BIDDER IS AN INDIVIDUAL IN WITNESS WHEREOF, the Bidder hereto has executed this Bid Form this day of ,19 By: Signature of Individual f Witness Printed Name of Individual Witness Business Address City/State/Zip Business Phone Number State of Florida, County of On this the day of , 19 , before me, the undersigned Notary Public of the State of Florida, personally appeared (Name(s) of individual(s) who appeared before notary) and whose name(s) is/are Subscribed to the within instrument, and he/she/they acknowledge that he/shelthey executed it. WITNESS my hand and official seal. NOTARY PUBLIC, STATE OF FLORIDA NOTARY PUBLIC SEAL OF OFFICE: (Name of Notary Public: Print, Stamp, or Type as Commissioned.) o Personally known to me, or o Produced identification: (Type of Identification Produced) o DID take an oath, or o DID NOT take an oath. SECTION 00300 PAGE 4 OF 7 BIDDER'S CERTIFICATION WHEN BIDDER IS A SOLE PROPRIETORSHIP OR OPERATES UNDER A FICTITIOUS OR TRADE NAME IN WITNESS WHEREOF, the Bidder hereto has executed this Bid Form this day of .19 Printed Name of Firm By: Signature of Owner 4 Witness Printed Name of Individual Witness Business Address City/StatelZip Business Phone Number State of Florida, County of ('; On this the day of , 19 . before me, the undersigned Notary Public of the State of Florida, personally appeared (Name(s) of individual(s) who appeared before notary) and whose name(s) is/are Subscribed to the within instrument, and he/she/they acknowledge that he/she/they executed it. WITNESS my hand and official seal. NOTARY PUBLIC, STATE OF FLORIDA NOTARY PUBLIC SEAL OF OFFICE: (Name of Notary Public: Print, Stamp, or Type as Commissioned.) o Personally known to me, or o Produced identification: (Type of Identification Produced) o DID take an oath, or o DID NOT take an oath. SECTION 00300 PAGE 5 OF 7 BIDDER'S CERTIFICATION WHEN BIDDER IS A PARTNERSHIP IN WITNESS WHEREOF, the Bidder hereto has executed this Bid Form this day of . 19 Printed Name of Partnership By: Signature of General or Managing Partner f Witness Printed Name of partner Witness Business Address CitylStatelZip Business Phone Number State of Registration State of Florida, County of On this the day of , 19 . before me, the undersigned Notary Public of the State of Florida, personally appeared (Name(s) of individual(s) who appeared before notary) and whose name(s) is/are Subscribed to the within instrument, and helshelthey acknowledge that' he/she/they executed it. WITNESS my hand and official seal. NOTARY PUBLIC, STATE OF FLORIDA NOTARY PUBLIC SEAL OF OFFICE: (Name of Notary Public: Print, Stdmp; or Type as Commissioned.) o Personally known to me, or o Produced identification: (Type of Identification Produced) o DID take an oath, or o DID NOT take an oath. SECTION 00300 PAGE 6 OF 7 BIDDER'S CERTIFICATION WHEN BIDDER IS A CORPORATION IN WITNESS WHEREOF, the Bidder hereto has executed this Bid Form this day of ' 19 Printed Name of Corporation , Printed State of Incorporation By: Signature of President or other authorized officer f (CORPORATE SEAL) ATTEST: Printed Name of President or other authorized officer Address of Corporation By: Secretary City/State/Zip Business Phone Number/ State of ; County of .r f '\ On this the day of , 19 . before me, the undersigned Notary Public of the State of Florida, personally appeared (Name(s) of individual(s) who appeared before notary) and whose name(s) is/are Subscribed to the within instrument, and helshelthey acknowledge that he/she/they executed it. WITNESS my hand and official seal. NOTARY PUBLIC, STATE OF FLORIDA NOTARY PUBLIC SEAL OF OFFICE: (Name of Notary Public: Print, Stamp, or Type as Commissioned.) o Personally known to me, or o Produced identification: (Type of Identification Produced) o DID take an oath, or o DID NOT take an oath. END OF SECTION SECTION 00300 PAGE 7 OF 7 SECTION 00400 SUPPLEMENTS TO BID FORM Name: Address: Date: To: The City of Parkland 6500 Parkside Drive Parkland. Florida 33067 " In accordance with Document 00100 -Instructions to Bidders and Document 00300- Bid Form, we include the Supplements to Bid form and Appendices listed below. The information provided shall be considered an integral part of the Bid Form. ( \ These Appendices are as follows: Document 00402 - Appendix A - Unit Prices: Include a listing of unit prices specifically requested by the Contract Documents. Document 00403 - Appendix B - Alternatives: Include the cost variation to the Bid Price applicable to the work described in Section 01230. Document 00405 - Appendix C - Cost Breakdown: Identify the Bid Price segmented into portions as requested. END OF SECTION SECTION 00400 - 1 of 1 ("~'.') SECTION 00402 APPENDIX A - UNIT PRICES The Following is the list of Unit Prices referenced in the bid submitted by: Bidder: " Owner: 1)1e City of Parkland, Florida dated and which is an integral part of the Bid Form. The foUowing are Unit Prices for specific portions of the Work as listed, and are applicable to authorized variations from the Contract Documents. Refer to "landscape Plant list Key & SUl'IIlIary" on Sheet No. LP-2 - Building Planting Oetail" for required unit prices and sub-total prices. Use additional sheets as necessary. ITEM DESCRIPTION UNIT QUANTITY UNIT VALUE END OF SECTION ..... SECTION 00402 - 1 of 1 SECTION 00403 APPENDIX B - LIST OF ALTERNATIVES The Following is the list of Unit Prices referenced in the bid submitted by: Bidder: Owner: The City of Parkland. Florida dated and which is an integral part of the Bid Form. of The following amounts shall be added to or deducted from th~ Bid Sum. Refer to Section 01230 - Alternatives: Schedule of Alternatives. SECTION 00403 - 1 of 2 Alternative No. 12 Brick Finish: (Deduct) $ Alternative No. 13 Reception Counter Finish: (Deduct) $ Alternative No. 14 Impact Resistant Glazing: (Deduct) $ Alternative No. 15 Concrete Sidewalk Coloring: (Add) $ t ~ END OF SECTION ., SECTION 00403 - 2 of 2 SECTION 00405 APPENDIX C - COST BREAKDOWN ~, .I The Following is the list of Unit Prices referenced in the bid submitted by: Bidder: Owner: The City of Parkland. Florida . dated and which is an integral part of the Bid Form. f ITEM OF WORK VALUE (Overhead & Profit Included) Earthwork $ $ $ $ $ $ $ $ $ Site Clearing Excavating, Backfilling & Compacting for Utilities ("~: "..' Asphaltic Concrete Paving Water Distribution Storm Sewerage System Sanitary Sewerage System Landscaping Irrigation System END OF SECTION SECTION 00405 - 1 of 1 SECTION 00408 FOREIGN (NON-FLORIDA) CORPORA TE STATEMENT FOREIGN (NON-FLORIDA) CORPORATIONS MUST COMPLETE THIS FORM DEPARTMENT OF STATE CORPORATE CHARTER NO. If your corporation is exempt from the, requirements of Section 607.1501, Florida Statutes, YOU MUST CHECK BELOW the reason(s) for the exemption. Please contact the Department of State, Division of Corporations at (904) 488-9000 for assistance with corporate registration or exemptions. ., 607.1501 Authority of foreign corporation to transact business required. 11) A foreign corporation may not transact business in this state until it obtains a certificate of authority from the Department of State. (2) The following activities, among others, do not constitute transacting business within the meaning of subsection (1): (-"") ....~, v''' (a) Maintaining, defending, or settling any proceeding~~ (b) Holding meetings of the board of directors or shareholders or carrying on other activities concerning internal corporate affairs. (c) Maintaining bank accounts. (d) Maintaining officers or agencies for the transfer, exchange, and registration of the corporation's own securities or maintaining trustees or depositories with respect to those securities. (e) Selling through independent contractors. (f) Soliciting or obtaining orders, whether by mail or through employees, agents, or otherwise, if the orders require acceptance outside this state before they become contracts. (g) Creating or acquiring indebtedness, mortgages, and security interests in real or personal property. (h) Securing or collecting debts or enforcing mortgages and security interests in property securing the debts. (I) Transacting business in interstate commerce. 0) Cond~cting an isolated transaction that is completed within 30 days and that is not one in the course of repeated transactions of a like nature. _Jk) Owning and controlling a subsidiary corporation incorporated in or transacting business within this state or voting the stock of any corporation which it has lawfully acquired. (I) Owning a limited partnership interest in a limited partnership that is doing business within this state, unless such limited partner manages or controls the partnership or exercises the powers and duties of a general partner. (m) Owning, without more, real or personal property. SECTION 00408 - 1 of 2 (3) The list of activities in subsection (2) is not exhaustive. (4) This section has no application to the question of whether any foreign corporation is subject to service of process and suit in this state under any law of this state. Please check one of the following if your firm is NOT a corporation: Partnership, Joint Venture, Estate or Trust Sole Proprietorship or Self Emp,loyed (I) (II) NOT~: This sheet MUST be enclosed with your bid if you claim an exemption or have checked I or II above. If you do not check I or II above, your firm wirl be considered a corporation and subject to all requirements listed herein. BIDDER'S CORRECT LEGAL NAME SIGNATURE OF AUTHORIZED AGENT OF BIDDER END OF SECTION SECTION 00408 - 2 of 2 SECTION 00410 BID BOND STATE OF FLORIDA} } ss: COUNTY OF BROWARD } KNOW ALL MEN BY THESE PRESENTS, that we, . as Principal, and . as Surety, are held and firmly bound unto the City of ., Parkland, a municipal corporation of the State of Florida in th~ penal sum of Dollars ($ ), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally,.firmly by these presents. THE CONDITION OF THIS OBUGA TION IS SUCH that whereas the Principal has submitted the accompanying Bid, dated C-') . 19 . for: NOW, THEREFORE, (a) If said Bid shall be rejected. or in the alternate (b) If said Bid shall be accepted and the Principal shall properly execute and deliver to said CITY the appropriate Contract Documents, and shall in all respects fulfill all terms and conditions attributable to the acceptance of said Bid, then this obligation shall be void; otherwise, it shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall in no event exceed the amount of this obligation as herein stated. The Sureti, for value received, hereby agrees that the obligations of the said Surety and its bond shall be in no way impaired or affected by any extension of time within which said CITY may accept such Bid; and said Surety does hereby waive notice of any extension. SECTION 00410 -1 of 2 IN WITNESS WHEREOF, the above bonded parties have executed this instrument under their several seals this day of . 19 the name and the corporate seal of each corporate party being hereto affixed and these presents being duly signed by its undersigned representative. IN THE PRESENCE OF: (SEAL) (Individual or Partnership Principal) # (Business Address) .. (City/StatelZip) (Business Phone) ATTEST: Secretary (Corporate Principal). By: (Title) ATTEST: Secretary (Corporate Surety). By: *Impress Corporate Seal IMPORTANT Surety companies executing bonds must appear on the Treasury Department's most current list (circular 570 as amended) and be authorized to transact business in the State of Florida. END OF SECTION SECTION 00410 - 2 of 2 SECTION 00430 QUALIFICATION REQUEST FORM GENERAL CONTRACTOR: CITY OF PARKLAND PROJECT NAME: PARKLAND MUNICIPAL COMPLEX CITY Project No.: 97-01 Contractor to list projects fulfilling the following qualification requests on th, following page: CONTRACTOR should list projects where the following building components andlor building systems were utilized under their direct supervision and General Contractor License: 1, List Three Projects involving construction of a park or recreational facilities, giving date, location, owner and phone number of owner's representative and architect. 2. List Project Management Personnel, include resumes. PersOnnel" cannot be changed without written approval: (--': .:-....: · Principal in charge · Project Manager · Superintendent 3. List 5 previous public bid projects in Broward, Dade, or Palm Beach County. List Owner's representative and phone number, and Architect and phone number. If 5 public bid projects have not been completed in the above three counties, list 5 public bid projects completed elsewhere in Florida. 4. List 3 previous projects similar to this project. FAILURE TO HAVE UNDERTAKEN THE NUMBER OF PROJECTS LISTED ABOVE SHALL NOT. IN AND OF ITSELF. BE GROUNDS FOR AUTOMATIC DISQUALIFICATION OF BID. END OF SECTION SECTION 00430 - 1 of 1 SECTION 00450 GENERAL CONTRACTOR Q~ESTIONNAIRE The undersigned warrants the truth and accuracy of all statements and answers herein contained. Include additional sheets if necessary. 1. How many years has your organizCltion been in business as a General ContractorlSubcontractor? ., 2. Describe and give the date and owner of the last project that you have completed similar in type, size, and nature as the one proposed? (") .'--- .-' 3. Ha~e you ever failed to complete work awarded to you? If so, where and why? 4. Name three individuals or corporations for which you have performed work and to which you refer: SECTION 00450 - 1 of 5 5. Please list the names and addresses (including City of location) of all the proposed subcontractors to be used specifying which portions of the work each will perform. Attach additional sheets if necessary. List only one subcontractor per trade. If work is to be performed by General Contractor's own forces, Indicate accordingly. SURVEYING: EARTHWORK: UNDERGROUND UTILITIES: PAVING: ELECTRICAL: PLUMBING: BUILDING CONSTRUCTION: ROOFING: HVAC: LANDSCAPING: IRRIGATION: FENCING: OTHER (SPECIFY): " SECTION 00450 - 2 of 5 6. What equipment do you own that is available for the work? 7. What equipment will you purchase for the work? " 8. What equipment will you rent for the work? 9. The following is given as a summary of the Financial Statement. of the undersigned: (List Assets and Liabilities and use insert sheet if necessary.) (-"; 1 O. Indicate recent and current workload: a. Total value of Contracts completed in each of the last three (3) years. 1996: $ 1995 $ 1994 $ b, Total value of current signed contracts: $ c. Of the total in "b" above, amount completed to date: $ 11. State the true and exact, correct, and complete name under which you do business. BIDDER IS: SECTION 00450 - 3 of 5 SOLE PROPRIETORSHIP (SEAl) (Individual's Signature) (Individual's Name) doing business as " Business address: .. Phone No.: A PARTNERSHIP (SEAL) (Partnership Name) (General Partner's Signature) (General Partner's Name) Business Address: Phone No.: SECTION 00450 - 4 of 5 A CORPORATION (Corporation Name) (State of Incorporation) By: (Name of person authorized to sign) ~ (Title) (Authorized Signature) (Corporate Seal) :( '-. Attest (Secretary) Business address: Phone No.: 12. List the following in connection with the Surety which is providing the Bid Bond: Surety's Name: Surety's Address: Name and address of Surety's resident agent for service of process in: END OF SECTION SECTION 00450 - 5 of 5 SECTION 00460 CONTRACTOR AFFIDAVIT General Contractor must acknowledge via letter of transmittal that they have reviewed entire Contract Documents and will provide all "NAMED PRODUCTS" and in the event there is ambiguity or conflict relating to items or arrangements to be furnished under the Contract Documents, the Architect will, determine which takes precedence. It is understood that the CONTRACTOR shall furnish the items or arrangements of greater '# quantity, better quality, or higher cost as conclusively determined by the Architect. In addition, the General Contractor has reviewed this condition with all the SubcoRtractors and Suppliers. GENERAL CONTRACTOR (~.) Signature ',. ,... Title Company Name Company Address END OF SECTION SECTION 00460 - 1 of 1 State of SECTION 00480 NON-COLLUSIVE AFFIDAVIT ) )ss: County of ) (Name) being first duly sworn, deposes and says that: (1}He/she is the (Owner, Partner, Officer, Representative or Ag~nt) of (Company Name) the Bidder that has submitted the attached Bid; f (2}He/she is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3}Such Bid is genuine and is not a collusive or sham Bid; ("':: (4}Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affiant, have in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm, or person to submit a collusive or sham Bid in connection with the Work for which the attached Bid has been submitted; or to refrain from bidding in connection with such Work; or have in any manner, directly or indirectly, sought by agreement or collusion, or communication, or conference with any Bidder, firm, or person to fix the price or prices in the attached ~id or of any other. Bidder, or to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against (Recipient), or any person interested in the proposed Work; (5)The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any other of its agents, representatives, owners, employees or parties in interest, including this affiant. SECTION 00480 - 1 of 2 Signed, sealed and delivered in the presence of: By: (Witness) (Witness) (Printed Name) , (Title) ACKNOWLEDGMENT # State of Florida; County of .. On this the _ day of , 19_, before me, the undersigned Notary Public of the State of Florida, personally appeared and (Name(s) of individual(s) who appeared before notary) whose name(s) is/are Subscribed to the within instrument, and he/she/they acknowledge that he/shelthey executed it. WITNESS my hand and official seal. NOTARY PUBLIC, STATE OF FLORIDA NOTARY PUBLIC: SEAL OF OFFICE (Name of Notary Public: Print, Stamp, or Type as Commissioned.) o Personally known to me, or o Produced identification: (Type of Identification Produced o DID take an oath, or o DID NOT take an oath. END OF SECTION SECTION 00480 - 2 of 2 SECTION 00490 AUTHORITY TO EXECUTE BID AND CONTRACT A. If the Bidder is a Corporation, attach to this page a certified copy of corporate resolutions of the Board of Directors of the Corporation authorizing an officer of the Corporation to execute the Bid and the Contract contained within this ~ document on behalf of the Corporation. The OWNER would prefer the use of the attached sample Resolution. B. A corporation to which a contract is to be awarded will be required to furnish certificates as to its corpQrate existence. c..,) SECTION 00490 - 1 of 3 CERTIFIED RESOLUTION I, (Name)" (Title of Officer) of (Corporate Title) be and is hereby authorized to execute and submit a Bid and Bid Bond, if such bond is required, to the City of Parkland for: and such other instruments in writing as may be necessary on behalf of the said corporation; and that the Bid, Bid Bond, and other such instruments signed by him/her shall be binding upon the said corporation as its own acts and deeds. The secretary shall certify the names and signatures of those authorized to act by the foregoing resolution. (Name), the duly elected Secretary of (Corporate Title), a corporation organized and existing ~nder the laws of the State of , do hereby certify that the following Resolution was unanimously adopted and passed by a quorum of the Board of Directors of the Said corporation at a meeting held in accordance with law and th, by-laws of the said corporation. "IT IS HEREBY RESOLVED THAT The duly elected The City of Parkland shall be fully protected in relying upon such certification of the secretary and shall be indemnified. and saved harmless from any and all claims, demands, expenses, loss or damage resulting from or growing out of honoring, the sjgnature of any person so certified or for refusing to honor any signature not so certified. I further certify that the above resolution is in force and effect and has not been revised, revoked or rescinded. I further certify that the following are the name, titles and official signatures of those persons authorized to act by the foregoing resolution. SECTION 00490 - 2 of 3 NAME TITLE SIGNATURE Given under my hand and the Seal of the 'said corporation this .19 day of ., (SEAL) By: Secretary Corporate Title ( ,. NOTE: The above is a suggested forr:n of the type of Corporate Re~olution desir~d. Such form need not be followed explicitly, but the Certified Resolution submitted must clearly show to the satisfaction of the City of Parkland that the person signing the Bid and Bid Bond for the corporation has been properly empowered by the corporation to do so in its behalf. END OF SECTION SECTION 00490 - 3 of 3 SECTION 00610 FORM OF PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That, pursuant to the requirement of Florida Statute 255.05, we, ., as Principal; hereinafter called CONTRACTOR, and . as Surety, are bound to the City of Parkland, Florida, as Obligee, hereinafter called OWNER, in the amount equal to 110% of the bid process totaling Dollars..L$ whereof CONTRACTOR and Surety bind themselves, administrators, successors and assigns, jointly and severally. ) for the payment their heirs, executors, (:) WHEREAS, CONTRACTOR has by written agreement entered into a Contract, Bid/Contract No.: 97-01 , awarded the day of , 19 . with OWNER for Construction of Parkland Municioal Comolex in accordance with drawings (plans) and specifications prepared by Michael Shiff & Associates which Contract is by reference made a part hereof, and is hereafter referred to as the Contract; THE CONDITION OF THIS BOND is that the CONTRACTOR: 1. Fully performs the Contract between the CONTRACTOR and the OWNER for construction of PA~KLAND MUNICIPAL COMPLEX . As detailed in the Contract, shall be substantially complete within 330 consecutive calendar days after the date of contract commencement as specified in the Notice to Proceed. Final Completion shall be completed within 360 calendar days from the date of Contract commencement. SECTION 00610 - 1 of 5 2. Indemnifies and pays OWNER all losses, damages (specifically including, but not limited to, damages for delay and other consequential damages caused by or arising out of the acts, omissions or negligence of CONTRACTOR), expenses, costs and attomey's fees and costs, including attorney's fees incurred in appellate proceedings, that OWNER sustains because of default bV CONTRACTOR under the Contract; and Whenever CONTRACTOR shall be, .. and declared by OWNER to be, in default under the Contract, or the obligation described herein, the OWNER having materially performed OWNER'S obligations thereunder, the Surety shall promptly remedy the default, or shall promptly: 2.1 Complete the Contract in accordance with its terms and conditions; or 2.2 Immediately obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the best, lowest, qualified, responsible and responsive Bidder, or, if the OWNER elects, upon determination by the OWNER and Surety jointly of the best, lowest, qualified, responsible and responsive Bidder, arrange for a contract between such Bidder and OWNER, and make available as work progresses (even though there should be a default or a succession of defaults under the Contract or Contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion I.ess the balance of the Contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract price," as used in this paragraph, shall mean the total amount payable by OWNER to CONTRACTOR under the Contract and any amendments thereto, less the amount properly paid by OWNER to CONTRACTOR. Time shall be of the essence in the fulfilling of SECTION 00610 - 2 of 5 ("'~,'''o ~ ,~ ~.;/ Surety's responsibilities as set forth herein. 3. Upon notification by the OWNER, corrects any and all defective or faulty work or materials which appear within two ~2) years after final acceptance of the work. 4. ., Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract, then this Bond is void, otherwise it remains in full force and Surety shall be obligated to guarantee the performance of the Contractor in strict conformance with terms of the Contract. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the OWNER named herein and th~se persons. or corporations provided for in Section 255.05, Florida Statutes, or their heirs, executors, administrators or successors. Any action under this Bond must be instituted in accordance with the Notice and Time Limitations provisions prescribed in Section 255.05(2), Florida Statutes. The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Surety's obligation under this Bond. SECTION 00610 - 3 of 5 Signed and sealed this day of .19 WITNESSES: Secretary , (Name of Corporation) BY: (Signature and Title) .' ., (CORPORATE SEAL) (Type Name & Title signed above) IN THE PRESENCE OF: INSURANCE COMPANY: By Agent and Attorney-in-Fact Address - (City/State/Zip Code) Telephone No.: State of County of On this, the day of , 19 . before me, the undersigned Notary Public of the State of , the foregoing instrument was acknowledged by (name of corporate officer), (title), of (name of corporation), a (state of corporation) corporation, on behalf of the corporation. SECTION 00610 - 4 of 5 WITNESS my hand and official seal Notary Public, State of Printed,'typed or stamped name of Notary Public exactly as commissioned ., o Personally known to me, or o Produced identification: (type of identification produced) o Did take an oath, or o Did. not take an oath ( .; Bonded by: CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the Secretary of the Corporation named as Principal in the foregoing Performance Bond; that , who signed the Bond on behalf of the Principal, was then of said corporation; that I know his/her signature; and hislher signature thereto is genuine; and that said Bond was duly signed, sealed and attest~d to on behalf of said corporation by authority of its governing body. (CORPORATE SEAL) ., END OF SECTION SECTION 00610 - 5 of 5 SECTION 00620 FORM OF PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: That, pursuant to the requirements of Florida Statute 255.05, we, , as Principal, hereinafter called CONTRACTOR, and , as Surety, are bound to the City of Parkland, Florida., as Obligee, hereinafter called OWNER, in the amount of _Dollars ($ ) for the payment whereof CONTRACTOR and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, CONTRACTOR has by written agreement entered into a Contract, Bid/Contract No.: , awarded the _ day of , 19_, w,ith OWNER for in accordance with drawings (plans) and ( specifications prepared by which Contract is by reference made a part hereof, and is hereafter referred to as the Contract; THE CONDITION OF THIS BOND is that if the CONTRACTOR: 1. Indemnifies and pays OWNER all losses, damages (specifically including, but not limited to, damages for delay and other consequential damages caused by or arising out of the acts, omissions or negligence of CONTRACTOR), expenses, costs and attorney's fees including attorney's fees incurred in appellate proceedings, that OWNER sustains because of default by CONTRACTOR under the Contract; and 2. Promptly makes payments to all claimants as defined by Florida Statute 225.05(1) supplying CONTRACTOR with all labor, materials and supplies used directly or indirectly by CONTRACTOR in the prosecution of the Work provided for in the Contract, then his obligation shall be void; otherwise, it shall remain in full force and effect subject, however, to the following conditions: SECTION 00620 - 1 of 4 2.1 A claimant, except a laborer, who is not in privity with the CONTRACTOR and who has not received payment for his labor, materials, or supplies shall, within forty five (45) days after beginning to furnish labor, materials, or supplies for the prosecution of the work, furnish to the CONTRACTOR a notice that he intends to lo'ok to the Bond for protection. ., 2.2 A claimimt who is not in privity with the CONTRACTOR and who has not received payment for his labor, materials, or supplies shall, within ninety (90) days after performance of the labor or after complete delivery of the materials or supplies, deliver to the CONTRACTOR and to the Surety, written notice of the performance of the labor or delivery of the materials or supplies and of the non-payment. 2.3 Any action under this Bond must be instituted in accordance with the Notice and Time Limitations provisions prescribed in Section 255.05(2), Florida Statutes. The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect the Surety's obligation under this Bond. Signed and sealed this _ day of ,19 WITNESS: (Name of Corporation) Secretary By: (Signature and Title) (CORPORATE SEAL) (Type Name and Title,signed above) SECTION 00620 - 2 of 4 WITNESSES: Secretary (Name of Corporation) By: (Type Name and Title signed above) ., IN THE PRESENCE OF; INSURANCE COMPANY: By: (Agent and Attomey-in-F act) Address: (Street) { (City/StatelZip Code) Telephone No.( ) State of County of , 19_, before me, the undersigned , the foregoing instrument was acknowledged by (name of corporate officer), (title), of (name of corporation), a .. (state of corporation) corporation, Qn behalf of the corporation. On this, the _ day of Notary Public of the State of SECTION 00620 - 3 of 4 WITNESS my hand and official seal Notary Public, State of ., (Printed, typed or stamped name of Notary Public exactly as commissioned) o Personally known to me, or o Produced identification: (type of identification produced) o Did take an oath, or o Did not take an oath CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the Secretary of the corporation named as Principal in the foregoing Payment Bond; that I who signed the Bond on behalf of the Principal, was then of said corporation; that I know his/her signature; and his/her signature thereto is genuine; and that said Bond was duly signed, sealed and attested to on behalf of said corporation by authority of its governing body. (CORPORATE SEAL) (Name of Corporation) END OF SECTION SECTION 00620 - 4 of 4 SECTION 00690 AGREEMENT BETWEEN OWNER AND CONTRACTOR ., THIS IS THE AGREEMENT WHICH WILL GOVERN THE SUCCESSFUL BIDDER'S PERFORMANCE UNDER THE CONTRACT AND SHALL BE EXECUTED BY THE SUCCESSFUL BIDDER. ALL BIDDERS, BY SUBMISSION OF THEIR BIDS AGREE TO EXECUTE THIS CONTRACT IF SELECTED BY CITY TO PERFORM THE PROJECT. (-\ , . This Agreement Is entered Into between the City of Parklan~~_ 6500 Parkslde Drive, Parkland, Florida, as OWNER, and (CONTRACTORS NAME AND ADDRESS), as CONTRACTOR, made as of the day of In the year of Nineteen Hundred and Ninety Seven. 1. This Agreement shall consist of the Contract Documents, of which this is a part. The Contract Documents shall consist of this agreement, the entire Bid packet and all documents contained therein, Including, but not limited to, the instructions to Bidders, the General Conditions, the supplementary General Conditions, any special conditions <as revised), any supplementary conditions" all Construction Plans, drawings and technical specifications and the bid and all bid forms and questionnaires submitted by the Contractor (except those provisions of the Bid not accepted by the OWNER) and any addendum issued by the CITY. All said documents and provisions contained therein shall be binding contractual provisions. which shall include the following alternates accepted by the City Commission: 3. Substantial and final completion shall be achieved as set forth in the con~actdocumen~. ., 4. CONTRACTOR shall ensure that all subcon~actors materialmen, laborers, or other providers of goods and services are paid in full for services properly rendered. This shall be the full responsibility of the CONTRACTOR and a requirement for payment. 5. Based upon application for payment submitted to the Architect, by CONTRACTOR and certificates for payment issued by th@ Architect, t~e OWNER shall make progress payments on account of the contract sum as set forth below or elsewhere in the contract documents. 5.1 No progress paymen~ shall be made more often than 30 day cycles. The first 30 day cycle shall begin 30 calendar days after Commencement of construction and continue thereafter In 30 day intervals provided that application for payment be made within 3 days of the commencement of each period. The architect shall then have 7 days to review the application for payment and either approve or deny the application or authorize a payment of a lesser . amount. The OWNER shall, within 20 days of any certificate for pay~ent from the Architect, make the payment set forth in the certificate less a 10% retainage which shall be ret::lined by the OWNER to assure final completion of the work according to the Contract Documents. 5.2 Each application for payment shall be based upon the schedule of values submitted by the Contractor in accordance with the contract documen~. The schedule of values shall fairly allocate the contract sum among the SECTION 00690 - 2 of 12 various portions of the work and be prepared by the CONTRACTOR, but must be approved in writing by the Architect. In case the Architect and CONTRACTOR cannot agree on a schedule of values, the Architect shall determine the schedule of values to be used. 5.3 Applications for payment shall Indicate the percentage of completion of ., each portion of the work as of the end of the. period covered by the application for payment. The architect may require additional substantiation with regard to said percentage of completion which shall be immediately provided by the CONTRACTOR. The provisions of Section 9.5 and 9.8 of the General Conditions shall, in addition to these provisions govern all progress payments. ( ') v, . . ~ 5.4 The Architect may subtract from the certificate of payme~t any amounts provided for by Sec. 9.5 of the General Conditions of any amount which the Architect deems to represent work not completed in strict compliance with the contract documents. 5.5 Upon substantial completion of all work, the Architect shall have the sole discretion to reduce the retalnage amount to 5% provided there has been no delay in the work. However, Architect may still withhold amounts representing work which Architect deems incomplete or inconsistent with the. contract documents or unsatisfactory or the amount of any unsettled claims or withh~ld amounts set forth in Section 9.5.1 of the General Conditions. 5.6 All applications for payment shall contain an affidavit from CONTRACTOR that all subcontractors, laborers, materialmen, and other providers of services have been paid in full for services to date. The Architect may also request other assurances from the CONTRACTOR, including, but not limited to full or partial releases or waiver of liens. SECTION 00690 - 3 of 12 6. Payment upon substantial completion shall be made by the OWNER to the CONTRACTOR when substantial completion has been achieved and the CONTRACTOR has executed an affidavit that all subcontractors, materialmen, laborers, suppliers of goods and services and any other agents or employees engaged by subcontractors have been fully paid and no sums are due and owing to any other parties on account of wor~ performed, and that work Is substantially complete in accordance with the o. contract documents and the Architect issues a certificate for payment Indicating that substantial completion has been achieved. As a prerequisite to payment, the Contractor shall supply the necessary releas.. and waivers of liens to assure the Owner and Architect that all subcontractors, materialmen, providers of goods and services and all other persons engaged In the project have been paid in full. Th-. application for . . payment at the time of substantial completion shall also contain an acknowledgment of the work remaining in order to achieve final completion which acknowledgment must be approved as to content by the Architect. 7. Final payment shall be made upon execution of a certificate for payment which reaffirms (by affldavitt the fact that all subcontractors, materialmen, laborers, suppliers of goods and services and any other agents or employees engaged by subcontractors have been fully paid and no sums are due and owing to any other parties on account of work performed and that there are no valid claims of liens by any parties participating in the work in any way and that the work is complete in all respects in accordance with the contract documents. The OWNER shall make final payment upon receipt of a certificate for payment which concludes that the applications for final payment are correct and that final completion has been achieved. All necessary releases and waivers of liens as specified above must be submitted to the satisfaction of the Owner and Architect. 8. CONTRACTOR shall submit to Architect and OWNER AlA Document G702 SECTION 00690 - 4 of 12 (or other form acceptable to the Architect) for monthly payment and such other documentation as specified herein. The OWNER shall not be liable for any preJudgement interest for any amounts not paid to contractors for amounts In excess of those amounts contained in the certificate for payment by the Architect. 9. 10. ., In addition the enumeration of the contract documents contained in Section #1 above, the contract documents shall also include the following documents (plans and specifications): CONTRACT DOCUMENTS (DATED JULY 3. 1996) BIDDJNG REQUIREMENTS. CONTRACT FORMS. & CONDITIONS OF THE CONTRACT ("'; '" , Section No. Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section Section 00030 00050 00100 00200 00300 00400 00402 00403 00405 00408 00410 00430 00450 00460 00480 00490 00610 00620 00690 00700 00800 Description Advertisement for Bids Bid Subiilrssion Checklist Instruction to Bidders Geotechnical Data Bid Forms Supplements to Bid Form Appendix A - Unit Prices Appendix B - List of Alternates Appendix C - Cost Breakdown Foreign (Non-Florida) Corporate Statement Bid Bond Qualification Request Form General Contractor Questionnaire Contractor Affidavit Non-Collusive Affidavit Authority to Execute Bid and Contract Form of Performance Bond Form of Payment Bond Agreement Between Owner and Contractor General Conditions of the Contract Supplementary Conditions No. of Pages 2 1 22 14 7 1 1 2 1 2 2 1 5 1 2 3 5 4 2 1 23 SECTION 00690 - 5 of 12 DIVISION 1 - GENERAL REQUIREMENTS Section No. Description Section 01110 Summary of Work Section 01230 Alternatives Section 01251 Change Order Procedures Section 01291 Applications and Certificates for Payment Section 01292 Schedule of Values Section 01310 Project Management and Coordination Section 01321 Construdion Photographs Section 01323 Network Analysis Schedules Section 01330 Submittal Procedures Section- 01450 Quality Control Section 01458 Testing Laboratory Services Section 01500 Temporary Facilities & Controls Section 01521 Field Offices and Sheds Section 01600 Product Requirements Section 01630 Produd Substitution Procedures Section 01740 Cleaning Section 01750 Starting and Adjusting Section 01770 Closeout Procedures DIVISION 2 - SITEWORK No. of Pages 4 4 4 2 2 ., 5 2 4 7 4 5 6 4 2 5 3 3 7 Section 002230 Site Clearing Section 002300 Earthwork Section 002320 Excavating, Backfilling & Compacting Section 002360 Soil Treatment Section 002510 Water Distribution Section 002512 Disinfection of Water Distribution Section 002535 Sanitary Sewerage Systems Section 002630 Storm Sewerage Section 002743 Asphaltic Concrete Paving Section 002751 Portland Cement Concrete Paving Section 002783 Interlocking Concrete Pavers Section 002810 Irrigation System Section 002815 Fountains Section 002900 Landscaping DIVISION 3 - CONCRETE 6 12 11 4 9 3 9 12 7 6 5 11 4 23 Section Section Section Section Section Section 03100 03200 03251 03300 03350 03390 Concrete Forms & Accessories Concrete Reinforcement Expansion & Contraction Joints Cast-in-Place Concrete Concrete Finishing Concrete Curing 8 4 3 7 7 3 SECTION 00690 - 6 of 12 DIVISION 4 - MASONRY Section No. Description No. of Pages Section 04211 Brick Masonry 10 Section 04310 Single Wythe Masonry System.. 10 Section 04420 Collected Stone 5 DIVISION 5 - METALS ., Section 05120 Structural Steel 5 Section 05500 Metal Fabrications 5 Section 05520 Handrails and Railings 4 - DIVISION 6 - WOOD AND PLASTIC Section 06100 Rough Carpentry 6 Section 06130 Heavy Timber Construction 5 Section 06150 Wood Decking 3 Section 06172 Prefabricated Wood Trusses 5 ( , Section 06182 Glued-Laminated Decking 4 Section 06200 Finish Carpentry 6 Section 06410 Cabinetwork 7 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section 07121 Fluid Applied Bituminous Waterproofing 7 Section 07191 Vapor Retarders 4 Section 07213 Batt and Blanket Insulation 4 Section 07215 Sprayed on Insulation 5 Section 07220 Roof and Deck Insulation 5 Section 07311 Asphalt Shingles 7 Section 07315 Mineral Fiber Cement Shingles 6 Section 07512 .Built-up Coal Tar Bituminous Roofing 8 Section 07600 Flashing and Sheet Metal 5 Section 07920 Joint Sealants' 7 SECTION 00690 - 7 of 12 DIVISION 8 - DOORS AND WINDOWS Section No. Section 08100 Section 08211 Section 08212 Section 08300 Section 08310 Section 08400 Section 08520 Section 08616 Section 08710 Section- 08800 Section 08920 Description Metal Doors and Frames Flush Wood Doors Aluminum-Clad Wood Outswing Doors Special Doors Access Doors and Panels Entrances and Storefronts o. Aluminum Windows Aluminum-Clad Wood Awning Windows Finish Hardware Glazing Glazed Aluminum Curtain Walls No. of Pages 9 5 5 4 3 ., 10 7 6 14 8 10 DIVISION 9 - FINISHES Section Section Section Section Section Section Section Section Section 09110 09220 09250 09310 09500 09660 09680 09900 09960 Non-Load Bearing Wall Framing Portland Cement Plaster Gypsum Wallboard Ceramic Tile Acoustical Treatment Resilient Tile Flooring Carpeting Painting Vinyl V>Jall Covering 5 9 6 7 6 7 5 17 6 DIVISION 10 - SPECIALTIES. Section Section Section Section Section Section Section Section 10171 10200 10350 10420 10440 10506 10522 10800 Solid Plastic Toilet Partitions Louvers and Vents Flagpoles Plaques Signs Lockers and Locker Room Benches Fire Extinguishers, Cabinets & Accessories Toilet and Bath Accessories 5 5 4 3 6 5 4 8 DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS Section 12710 Fixed Audience Seating 3 SECTION 00690 - 8 of 12 DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISIQN 14 - CONVEYING SYSTEMS NOT USED DIVISION 15 - MECHANICAL ., Section No. Section 15010 Section 15042 Section 15180 Section 15400 Section 15530 Section 15600 Section 15900 Section 15901 (' .,~ l ' "~. -., ",' Description Mechanical General Provisions Tests Insulation Plumbing Fire Suppression Systems Heating, Ventilation and Air Conditioning Control Systems Control Sequence No. of Pages 10 3 3 9 9 14 5 1 DIVISION 16 - ELECTRICAL Section Section Section Section Section Section Section Section Section Section Section Section Section Section -'. 16010 16110 16111 16120 16134 16140 16180 16190 16225 16450 16500 16721 16740 16~OO Electrical General Provisions Exterior Electrical Work Underground Raceways and Boxes Conductors Panelboards Switches and Receptacles Safety Switches, Circuit Breakers & Fuses Supporting Devices Electrical Fire/Smoke Stopping Grounding Lighting Life Safety System Telephone System Electrical Utilization Equipment 4 2 6 3 3 3 3 3 3 2 4 10 2 2 SECTION 00690 - 9 of12 CONSTRUCTION PLANS Architectural Sheet No. A-1 1 of 1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-14 A..15 A-16 A-17 A-18 Description Sheet Index / Abbreviation / Symbols Boundary Survey Site Plan Floor Plan Life Safety Plan Reflected Ceiling Plan Roof Plan Building Elevations Building Elevations Building Sections Interior Atrium Elevations wan Sectionsl Building Details Room Finish Schedule Door Schedule Wan Types Enlarged Toilet Room Plans / Elevations Window Details Miscenaneous Details Interior Window Wan Details LandscaDina LP-1 LP-2 LP-3 IR-1 IR-2 IR-3 CIVIL C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 Landscape Site Plan Landscape Building Detail Planting Details Site Irrigation Building Irrigation Irrigation Notes and Details Cover Sheet, Paving, Grading, Drainage Plan Water and Sewer Plan Pavement, Marking and Signing General Notes Sanitary Sewer Profile Paving and Drainage Detail Water Details Water and Sewer Details Sewer Details Sewer Details Dated 5/19/1997 8/10/1995 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/1 ~/1997 5/1"9/1997 5/19/1997 5/19/1997 5/19/1997 ., 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/19/1997 5/19/1997 6/4/1997 7/211997 7/2/1997 712/1997 7/2/1997 7/2/1997 7/2/1997 7/2/1997 7/2/1997 7/2/1997 7/2/1997 SECTION 00690 - 10 of 12 STRUCTURAL Sheet No. Description Dated S-1 Foundation Plan 6/5/1997 8-2 Roof Framing Plan 6/5/1997 S-3 General Notes 6/5/1997 S-4 Sections 6/5/1997 S-5 Sections 6/5/1997 ., MECHANICAL M-1 Mechanical Floor Plan 6/6/1997 M-2 Mechanical Schedules and Notes 6/6/1997 M-3 Details 6/6/1997 M-4 Details 6/6/1997 PLUMBING P-1 Plumbing Floor Plan 6\6\"1997 P-2 Roof Plan 6/6/1997 (,~~) P-3 Water, Sanitary & Storm Drainage Isometrics 6/6/1997 P-4 Plumbing Details and' Notes 6/6/1997 FIRE PROTECTION FP-1 Sprinkler Floor Plan 6\6\ 1997 FP-2 Attic Sprinkler Plan 6/6/1997 FP-3 Fire Sprinkler Details 6/6/1997 gLECTRICAL E-1 Electrical Site Plan 6\6\ 1997 E-2 Power Plan 6/6/1997 E-3 Lighting Plan 6/6/1997 E-4 System Floor Plan 6/6/1997 E-5 Riser Diagram Panel Schedules 6/6/1997 E-6 Riser Diagrams and Notes 6/6/1997 E-7 Notes, Symbols and Schedules 6/6/1997 SECTION 00690 - 11 of 12 OWNER DATE CONTRACTOR DATE (signature) (signature) (Printed name of Individual) (Title) (Printed name of individual) (Title~ WITNESSES TO OWNER DATE WITNESSES TO CONTRACTOR DATE CITY CLERK CITY A TIORNEY END OF SECTION SECTION 00690 - 12 of12 SECTION 00700 GENERAL CONDITIONS OF THE CONTRACT PART 1 - GENERAL 1.01 INCLUSION OF AlA DOCUMENT A 201 A. AlA Document A201, General Conditions of the Contract for Construction, ., Fourteenth Edition, 1987, shall apply to form a part of this section. B. A copy of Document A201 may be examined at the office of the Architect. 1.02 ( , ' - SUPPLEMENTARY CONDITIONS: A. Refer to Document 00800 for amendments to these General Conditions. END OF SECTION SECTION 00700 - 1 of 1 SECTION 00800 SUPPLEMENTARY GENERAL CONDITIONS TO AlA DOCUMENT A 201 PART 1 . GENERA~ In the event of any conflict between these "Supplementary General Conditions" and ., said "General Conditions", the more stringent requirements shall govem as determined by the CITY. The General Conditions of the Contract are the American Institute of Architects' Standard Document A201, "General Conditions of the Contract for Construction II , 1987 Edition, and are hereby made part of this Specification subject only to the changes noted herein, and hereafter referred to as the "General Conditions". (, Where more specific provisions are set forth in the documents or other sections of the contract, those provisions shall be read in conjunction with these General Conditions with any additions or inconsistencies. being construed in favor of the CITY as additional protection to the CITY interest and rights. Where the General Conditions are more specific or afford the CITY more protection or additional rights, then the contract shall be construed to give those provisions effect Where other provisions afford the CITY more protection or give the CITY additional rights, then the Contract shall be construed to give those provisions effect The Contractor agrees that all provisions of the contract shall, in cases of ambiguity or'doubt, be construed In favor of the CITY and that in case of conflicting provisions, those provisions should be read in the light most favorable to the CITY. SECTION 00800 . 1 of 23 AS-BUILT DRAWINGS AND SURVEY A marked-up set of prints will be kept up-to-date by the CONTRACTOR on the job site at all times. All trades to neatly record any and all variances to the plans as the work progresses. This record will be subject to monthly review by Architect as a precondition for monthly payment, and must be given to the CITY at the completion of the work, and ., properly labeled "As-Built Drawings". Contractor shall also prepare one final reproducible set of the construction drawings revised to "As Builf conditions. One set of reproducible plans will be provided by Architect as base sheets, at the firm's standard plottin~ charge of $13.50 per sheet. All drafting shall be accurate, neat, legible and conforming to good professional standards, to Architect's satisfaction. In addition to the "As-Built Drawings", the CONTRACTOR will cause to have prepared by a Surveyor, registered in the State of Florida, utility "As~ built" surveys which shall clearly represent subsurface improvements work done under this Contract as required by the Utility Providers and the CITY. The CONTRACTOR will also cause to have prepared by a Surveyor, registered in the State of Florida, an "as-built" road rock survey showing final rock elevations at all road elevations shown on the design plan. "F" type curb and gutter "as-built" elevations every 50 ft shall also be shown on the road rock "as-builf survey. The CITY shall provide above ground survey services for any required easement. At the completion of the applicable work, the General CONTRACTOR shall furnish four (4) certified prints and a sepia on 3 mil mylar of the utility and road rock "As-built" surveys to the CITY. This is a critical item and final payment will be withheld from the CONTRACTOR until acceptable "As-Built Drawings" and surveys are furnished to the OWNER's representative. SECTION 00800 - 2 of 23 There are no requirements for ground or aerial photographs in this project. OWNERSHIP OF DRAWINGS All drawings, specifications and copies thereof furnished by the CITY are the CITY's property. They are not to be used on other work and with the exception of the signed ., contract sets, are to be returned to the CITY on request at the completion of the work. APPLICATION AND CERTIFICATE FOR PAYMENT CONTRACTOR shall submit to Architect and OWNER AlA Document G702 (or other form acceptable to the Architect) for monthly payment. A ten percent (10%) retainage shall be held for all completed work. (' SPECIAL HURRICANE PRECAUTIONS "i, ",-' During such periods of time as are designated by the United States Weather Bureau as being a hurricane warning or alert, all construction materials or equipment shall be secured against displacement by wind forces; provided that where a full complement of personnel is employed or otherwise in attendance, or engaged for such protection purposes, normal construction procedures or uses of materials or equipment may continue allowing such reasonable time as may be necessary to secure such materials or. equipment before winds of hurricane force are anticipated. Construction materials and equipment shall be secured by guying and shoring, by tying down loose materials, equipment and construction sheds. CONTRACT TIME AS IT RELA rES TO LIQUIDATED DAMAGES Upon failure of the CONTRACTOR to complete said Contract within the specified period of time (plus approved extensions, if any) the CONTRACTOR shall pay to the SECTION 00800 - 3 of 23 additional expense to the Owner. The Owner assumes no responsibility for any understanding or representations concerning conditions made by any of his officers or agents prior to the execution of the Agreement, unless such understandings or representation by the Owner are expressly stated in the Agreement. ARTICLE 2: OWNER ., Add 2.5 Owners Occupancy 2.5.1 The Owner reserves the right to take possession and use any completed or partially completed portion of the Work regardless of the time of completion of the Work, providing it does not interfere with the Contractor's Work. Such possession or use of the Work shall not be construed as final acceptance of the Work or any portion thereof. { ARTICLE 3: CONTRACTOR 3.2 Review of Contract Documents and Field Conditions by CONTRACTOR 3.2.1 The second sentence shall be modified as follows: "The CONTRACTOR shall not be liable to the OWNER or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents unless the Contractor is aware of the errors, inconsistencies or omissions or where the errors, inconsistencies or omissions are patent and obvious and as a result of their patent and obvious nature, it would be unreasonable for a Contractor to fail to recognize such error, inconsistency or omission, and the Contractor fails to report it to the Architect. 3.3 Supervision and Construction Procedures SECTION 00800 - 7 of 23 Add to 3.3.5: To all applicable sections of the Specifications where preparatory work is part of work thereon, contractor shall carefully examine surfaces over which his finished work is to be installed, laid or applied, before commencing with his work. Contractor shall report in writing to the Architect any conditions which may affect satisfactory execution of his work or endanger its permanency. Contractor shall not proceed with said work until defective surfaces on which work is to be applied are corrected satisfactorily to the Architect. Commencement of work shall be considered acceptance of surfaces and conditions. 3.4 labor and Materials Add the following Subparagraphs to 3.4: 3.4.3: "OR APPROVED EQUAL" CLAUSE: Where several items of material, manufacturers, fabricators are specified by name for specific use, CONTRACTOR may elect for use any of those specified, except as described in Paragraph hereinafter. Where in these Specification names of particular products, manufacturers, materials are specified by a brand or trade name, such has been done to establish required quality and type. DURING BID PERIOD ONLY, unless another time of submittal is specifically , identified in the technical specifications, bidder may request ARCHITECT to consider another brand or trade name providing such substitution request is made in writing to ARCHITECT at least fourteen (14) calendar days prior to the Bid Opening Date. Bidder shall be fully responsible for providing an itemized comparison of the salient SECTION 00800 - 8 of 23 characteristics of the proposed substitution with those of the specified brand or trade name, sufficient to demonstrate "equal" qualities to Architect's satisfaction. Incomplete or inadequately documented requests will not be approved. No Addenda listing approved substitutions will be issued later than seven (7) calendar days prior to the date for receipt of bids.. "NAMED PRODUCTS" are indicated on plans and in specifications by use of the manufacturer's name for a product, including such items as make, model or color, etc. These items may appear on finish schedule legend, materi~ details, etc. on these plans. These items take precedence over generic material listed in the specification manual. These items are not to be substituted without written approval of the Architect as specified above. " -" ( ) ..;.,.."" After the Contract has been executed, the OWNER and the Architect will not consider any requests for the substitution of products in place of those specified, except for extended strikes (length as determined by Architect) or out of business, or other unusual or extraordinary circumstances as determined in the sole discretion of the Architect. Any reviews requested' for substitutions after execution of Contract will be performed by the Architect/Engineer on an hourly fee basis. An hourly rate of $90.00 per hour will be charged to the General Contractor. 3.4.4: By making requests for substitutions based on Subparagraph 3.4.3 above, the Contractor: a) represents that he' has personally investigated the proposed substitute product and determined that is equal or superior in all respects to that specified; b) represents that he will provide the same guarantee for the substitution that he would for that specified; SECTION 00800 - 9 of 23 c) certifies that the cost data presented is complete and includes all related costs under this Contract but excludes costs under separate contracts and excludes the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; d) will coordinate the installation of the accepted substitute, making such changes as may be required for the work to be complete in all respects. ., 3.4.5: Each Subcontractor shall carefully layout his own wort< on the job site and verify all field measurements and make required provisions for work of other Subcontractors. Offsets shall be made subject to Architect's approval wherever it is necessary to clear finished rooms, structural members and/or other obstructions. 3.4.6: Workmanship shall be provided to the satisfaction of the Architect in best and most modern available methods and in a workmanlike manner. 3.6 Taxes Delete section 3.6.1 and add the following 3.6.1 Sales Tax Recovery Scope This project is not exempt from State or Local Sales and Use Tax. All materials and equipment incorporated and used in the construction of the work and becoming a SECTION 00800 - 10 of 23 permanent part of the project are subject to State and Local Sales and Use Tax. It shall be the bidder's sole responsibility to incorporate into the bid proposal any and all of the applicable taxes. The City of Parkland is exempt from payment of State and Local Sales and Use Tax on ., building materials and equipment purchased directly by the City of Parkland. Any State and Local Sales and Use Tax on items not purchased directly by the City will be paid for by Contractor. The City of Parkland shall have the option (at its sole discretion) of purchasing all or any portion of the materials and equipment included in each construction contract directly from the manufacturer or supplier in accordance with the following procedure: Process ( The Contractor will provide to the City of Parkland, a list of the major equipment and materials included in the project, along with the Contractor's cost of same from vendors and/or suppliers. The City of Parkland shall review this list and determine which items of equipment and materials, if any, the City of Parkland will purchase directly. Upon .determination by the City of Parkland that an item will be purchased directly by the Cit'1 of Parkland, such item shall be procured as follows: The Contractor agrees to comply with the Sales Tax and Recovery Program should the City of Parkland decide to exercise its option to purchase the materials directly from the vendors. The cost of materials, purchased by the City of Parkland, and sales tax will be deducted from this contract by Change Order. The value of the sales tax savings is not to be used in calculating the lump sum contract price. SECTION 00800 - 11 of 23 Sales Tax Recovery Addendum (Sample) 1. The purchases shall be in the City of Parkland's name with ownership of the item upon receipt vested in the City of Parkland. 2. The purchases shall be by the City of Parkland's Purchase Order directly issue~ and funded by the City of Parkland. .. 3. Notwithstanding, the City of Parkland's payment for selected items, the Contractor assumes full responsibility for any change in price and liability associated with selecting and ordering the proper quantity and type of materials and equipment, for scheduling the appropriate delivery date, selection of the appropriate vendor or supplier, the correctness of the Purchase Order and receipt report and the storage, delivery, and protection of the e,$:1uipment andlor material. 4. At the time the purchase order is written, a deductive change order to this contract will be written for the amount of the purchase order plus sales tax. 5. Vendor/Supplier shall invoice the City of Parkland directly for payment which shall be made directly by the City of Parkland to the Vendor/Supplier. 6. The City of Parkland's Purchase Order shall clearly state the purchase is exempt from Sales Tax pursuant to the City of Parkland's Sales and Use Tax Exemption Certificate. 7. The Contractor will provide a Builder's Risk policy with the City of Parkland named as . additional insured'. 8. Acknowledgment of receipt. of the item and approval for payment shall be documented by an official of the City of Parkland or an authorized agent of the City of Parkland. 9. All amounts purchased by the City of Parkland for sales tax savings will be credited toward the Contractor achieving his goal, as if no sales tax recovery was used. 10. The Sales Tax Recovery Program will not alter the Contractor's requirement to SECTION 00800 - 12 of 23 t , \'" ~J provide payment and performance bonds for 110% of the contract award, or warranty . 11. In order for the City of Parkland to take advantage of its option to recover sales tax savings, the amount encumbered for this Amendment, will be the contract price, reduced by the estimated cost of material to be directly purchased by the City of Parkland and the associated sales tax. Any variation in the final cost of ., the direct purchased material from that of the estimate, will be resolved in a future Amendment. 12. The City of Parkland will purchase builder's risk insurance for the Project as evidenced by an insurance binder. An endorsement to the policy provides that the City of Parkland will be the sole insured for the builders risk coverage on all materials and property up until such time as it is permanently installed and that prior to installation, but while delivered andlor stockpiled, the City ~f Parkland . . has the sole insurable interest in the property and is the sole beneficiary of any loss payment for said property. Based on the foregoing, the legal incidence of the sales tax is directly upon the City of Parkland for building materials the City of Parkland desires to purchase where the purchases are made pursuant to the Sales Tax Recovery provisions of the construction contract. Such purchases made pursuant to the construction contract may be made exempt from sales tax under s. 212.08(6), F.S. Add to end of 3.7.3: f. " However, Contractor shall be required to apply the level of skill and knowledge attendant to its field of endeavor in observing any material nonconformity's described above and use reasonable care and diligence to observe and review specifications to determine any such nonconformity's described above. SECTION 00800 - 13 of 23 Add to end of 3.11: Refer to Section 01110 - Summary of Work for provisions on this subject. References to Paragraph 3.11 elsewhere in the Contract Documents shall read as referring to that Division of the Specifications. ., Add to 3.7.4: Contractor shall be deemed to have knowledge if, through the exercise of reasonable care or- by the application of the level of skill attendant to its responsibilities, or if Contractor knew or should have known of or discovered any material nonconformity's. 3.12 Shop Drawings, Product Data and Samples: Add 3.12.12: No time extensions will be allowed to the Contractor for re-submittals of shop drawings, product data and samples. Add 3.12.13: All shop drawings, diagrams, schedules, illustrations, charts, brochures and other data specifically prepared for the work by the Contractor transmitted to the CITY shall be subject to Florida Public Records Law. Add 3.12.14: If initial two submittals of a shop drawing are rejected by Architect, subsequent reviews will be billed on an hourly rate to General Contractor. Funds from Contract Sum will be withheld. Contractor to provide thorough review and checking of all submittals prior to SECTION 00800 - 14 of 23 The Architect has other responsibilities and obligations the benefits and rights of which inure strictly to the benefit of OWNER as a result of a separate contract between OWNER and Architect. Nothing contained herein shall be construed as diminishing, reducing or in any way altering those responsibilities or obligations and OWNER retains all rights, benefits and remedies provided therein. Contractor may not interpose any such provisions of the contract between OWNER and Architect as an excuse, ., avoidance or defense relative to Contractor's duty to perform. Under no circumstances shall failure to act on a claim constitutes a basis for suspension of work by Contractor unless directed in writing by OWNER. ARTICLE 5: SUBCONTRACTORS MODIFY 5.2.1 AS FOLLOWS: At the end of the subparagraph, ADD the words "Subcontractor as used herein shall be as defined in Florida Statute 713.01 (16). Subcontractor means a person other than a material supplier or a laborer who enters into a Contract for the performance of any such Contractor's Agreement". ARTICLE 7: CHANGES IN THE WORK 7.2 Change Orders 7.2.2 Delete in its entirety and add the followina: The method of determining adjustments to the contract sum shall be as follows, /but may include those methods listed in Subparagraph 7.3.3 as determined in the sole discretion of the OWNER. SECTION 00800 - 16 of 23 10.2.8: The Following Language is Added: Contractor shall assume full responsibility and expense for the protection of all public ., and private property, structures, water mains, sewers, utilities, etc., ~oth above and below ground, at or near the site or sites of the work being performed under the Contract, or which are in any manner affected by the prosecution of the work or the transpo"rtation of men and materials in connection therewith. The Contractor shall give reasonable written notice in advance to the department of the CITY having charge of any property or utilities owned by the CITY and to any other OWNER or OWNERs of public or private property or utilities when they will be affected by ~ the work to be , ' , performed under this Contract. The Contractor shall make all necessary arrangements with such department, departments, OWNER or OWNERs for the removal and/or replacement or protection of such property or utilities. 10.2.5: Is Amended to provide that the word "oromotlv" shall be deleted from the first line and that "immediately" shall be substituted in its place. The sentence shall read as follows: "The Contractor shall immediately remedy damage and loss (other than damage or loss insured under property insurance required by the Contract Documents) to property referred to in Clauses 1 0.2.1.2 and 1 0.2.1.3 caused in whole in part by the ...." ARTICLE 11 INSURANCE AND BONDS SECTION 00800 - 20 of 23 not cured by the CITY after notice to the CITY by the Successful Bidder. ADDITIONAL ITEMS: The following language is added: No claim for damages or any claim other than for an extension of time shall be made or asserted against the City by reason of any delays. The Contractor shall not be entitled ., to an increase in the contract sum or payment or compensation of any kind from the City for direct, indirect, consequential, impact or other costs, expenses or damages, including but not limited to costs for acceleration or inefficiency arising because of delay, disruption, interference or hindrance from any cause whatsoever, whether such delay, disruption, interference or hindrance was avoidable or unavoidable; provided however, that this provision shall not preclude recovery of damages by the Contractor for hindrances or delays due solely to fraud, bad faith or active interference on the part of the City or its agents. Otherwise, the Contractor shall be entitled 'only to extensio'ns of the contract time as the sole and exclusive remedy for such resulting delay in accordance with and to the extent provided for herein. Notwithstanding any language contained in the Contract, the OWNER and the Contractor do hereby acknowledge and agree that the Contractor shall indemnify and save harmless the CITY, its agents and employees, from and against any claim, demand or cause of action whatsoever kind of nature, arising out of error,omission or negligent act of Contractor, its agents, servants or employees, in the performance of services under this Agreement, including but not limited to damages or injuries caused to persons as a result of errors of omissions or defects in the Contractor's work. The obligation of the Contractor to indemnify the CITY is not subject to any offset, limitation or defense as a result of any insurance proceeds available to the CITY or Contractor. The obligation shall survive the Contractor's conclusion of the work and any warranties referred to in the Contract Documents. SECTION 00800 - 22 of 23 Add 14.3.4 The right to suspend work provided for above shall not affect in any way OWNER's right to terminate for convenience as set forth in the Contract. ., END OF SECTION i " DATE: BID NUMBER: SECTION 00800 - 23 of 23