ADDENDUM TO ITB DOCUMENTS

Transcription

1 ADDENDUM TO ITB DOCUMENTS INVITATION TO BID: Pine Trails Park Phase IV ADDENDUM NO. 3 DATE: 3/17/14 To All Potential Bidders: This addendum is issued to modify the previously issued bid documents and/or given for informational purposes, and is hereby made a part of the bid documents. Please attach this addendum to the documents in your possession. Per the ITB, the bidder shall acknowledge receipt of any and all addenda, if any, listing the Addenda by number(s) and date(s) in their Letter of Interest. Changes to ITB: Section Table of Contents 1. Please replace Table of Contents, updated sections added: a Air Cooled Refrigerant Condensers b Equipment Wiring c Lighting Protection for Structures 2. Corrected Table of Contents section Fixed Wall Louvers, previous table of contents had a typo with incorrect section number of Reinforced Sod had incorrect page numbers, update and replace with section Plans 1. Please replace Index sheet C001 to add sheet IR-108, which was provided in the set.

2 City of Parkland / Pine Trails Phase IV Construction TABLE OF CONTENTS DIVISION/SECTION TITLE PAGE NO. PROCUREMENT AND CONTRACTING REQUIREMENTS INTRODUCTORY INFORMATION Section Title Page Table of Contents 1-6 PROCUREMENT REQUIREMENTS Section Notice to Bidders Bid Submission Checklist Instructions to Bidders and Standard Terms and Bid Format Bid Form Bid Schedule of Items Florida Trench Safety Act Foreign (Non-Florida) Corporate Statement Bid Security References Submittal Subcontractor List Drug Free Workplace Background Check Affidavit Qualifications Statement Non-Collusive Affidavit Authority to Execute Bid and Contract Form of Performance Bond Form of Payment Bond Agreement Between Owner and Contractor Special Conditions 1-14 TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS Section Schedule of Values 1-3 Section Measurement and Payment 1-3 Section Field Engineering Survey 1-5 DIVISION 2 EXISTING CONDITIONS NOT USED DIVISION 3 - CONCRETE Section Site Concrete Formwork 1-3 Section Site Concrete Reinforcement 1-3 Section Cast-in-Place Concrete 1-18 Section Site Cast-in-Place Concrete 1-10 Section Page 1 of 5

3 City of Parkland / Pine Trails Phase IV Construction Section Site Precast Concrete Structures 1-4 DIVISION 4 - MASONRY Section Concrete Unit Masonry Split-Face Masonry 1-3 DIVISION 5 - METALS Section Metal Fabrications 1-7 DIVISION 6 - WOOD AND PLASTICS Section Wood Treatment Rough Carpentry Sheathing Shop-Fabricated Wood Trusses Architectural Woodwork 1-6 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section Building Insulation Below-Grade Vapor Retarders Metal Roofing Sheet Metal Flashing and Trim Gutters and Downspouts Firestopping Joint Sealants 1-6 DIVISION 8 - OPENINGS Section Steel Doors and Frames Access Door - Ladder Assembly Coiling Counter Doors Aluminum Windows Door Hardware Glazing Fixed Wall Louvers 1-3 DIVISION 9 - FINISHES Section Gypsum Board Assemblies Portland Cement Stucco Plaster Fluid-Applied Flooring Paints and Coating Epoxy Wall Coating 1-4 DIVISION 10 - SPECIALTIES Section Signage Solid Phenolic Toilet Partitions 1-4 Section Page 2 of 5

4 City of Parkland / Pine Trails Phase IV Construction Toilet Room Accessories Fire Protection Specialties Prefabricated Sports Shelters 1-5 DIVISION 11 - EQUIPMENT DIVISION 12 - FURNISHINGS DIVISION 13 - SPECIAL CONSTRUCTION DIVISION 14 - CONVEYING SYSTEMS DIVISION 21 FIRE SUPPRESSION NOT USED NOT USED NOT USED NOT USED NOT USED DIVISION 22 PLUMBING Section Identification for Plumbing Piping and Equipment Plumbing Piping Insulation Plumbing Piping Plumbing Piping Specialties Plumbing Fixtures 1-3 DIVISION 23 - HEATING, VENTILATING AND AIR-CONDITIONING (HVAC) Section Common Motor Requirements for HVAC Equipment Vibration and Seismic Controls for HVAC Piping and Equipment Identification for HVAC Piping and Equipment Testing, Adjusting, and Balancing for HVAC Duct Insulation HVAC Piping Insulation Refrigerant Piping HVAC Ducts and Casings Air Duct Accessories HVAC Power Ventilators Air Outlets and Inlets Air Cooled Refrigerant Condensers Small Split-System Heating and Cooling 1-3 DIVISION 25 - INTEGRATED AUTOMATION DIVISION 26 - ELECTRICAL Section General Electrical Requirements Low Voltage Electrical Power Conductors and Cables Grounding and Bonding for Electrical Systems Hangers and Supporting Devices for Electrical Systems Raceway and Boxes for Electrical Systems Conduit Boxes Identification for Electrical Systems Lighting Control Devices 1-5 Section Page 3 of 5

5 City of Parkland / Pine Trails Phase IV Construction Low-Voltage Electrical Service Entrance Low Voltage Distribution Transformers Switchboards Panelboards Equipment Wiring Wiring Devices Fuses Enclosed Switches Lighting Protection for Structures Surge Protective Devices Interior Lighting Lighting Fixtures, Lamps, and Ballasts Scoreboards 1-1 DIVISION 31 - EARTHWORK Clearing and Grubbing Earthwork Excavation and backfilling of Utilities Excavation and backfilling of Structures Dewatering (during construction) Erosion and Sedimentation Control Soil Treatment Rubble Stone Riprap 1-3 DIVISION 32 - EXTERIOR IMPROVEMENTS Section Geotextile Fabric Site Concrete Work Stabilized Subgrade Aggregate Base Courses Preparatory Coats Type SP Asphaltic Concrete Portland Cement Concrete Paving Concrete Curbs and Gutters Signing and Pavement Markings Chain Link Fences and Gates Landscape Irrigation Pump Planting Irrigation Soil Preparation Reinforced Sod Seeding Sodding Trees, Shrubs and Groundcover 1-19 DIVISION 33 UTILITIES Section Water Distribution System Sanitary Sewage Collection System Wastewater Utility Pumping Stations 1-5 Section Page 4 of 5

6 City of Parkland / Pine Trails Phase IV Construction Storm Utility Drainage Piping 1-5 END TABLE OF CONTENTS Section Page 5 of 5

7 Pine Trails Park Phase IV Construction SECTION BID FORM PROJECT NAME: PINE TRAILS PARK PHASE IV CONSTRUCTION ITB NO.: SUBMITTED BY: ADDRESS: DATE: NAME OF QUALIFYING AGENT: FLORIDA STATE REGISTRATION NUMBER / BROWARD COUNTY CERTIFICATE OF COMPETENCY NUMBER: / 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 services 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 proposal or in the Contract to be entered into; that this bid is made without connection with any other person, firm, or parties making a proposal; 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 proposal, 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 all other required information with the bid. The Bidder agrees, if this proposal 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 proposal and other Contract Documents for the project entitled: Pine Trails Park Phase IV Construction (ITB No ) BID FORM Page 1 of 7

8 Pine Trails Park Phase IV Construction The Bidder also agrees to furnish the required Performance and Payment Guaranty for not less than the total proposal 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 proposal shall be paid into the funds of the City of Parkland, Florida. Bidder understands that City reserves the right to reject any or all Bids and to waive irregularity in the bids. Failure to complete all items on this Bid 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 ADDENDUM #2 ADDENDUM #3 ADDENDUM #4 dated: dated: dated: dated: BID FORM Page 2 of 7

9 Pine Trails Park Phase IV Construction TABULATION OF PRICES PROPOSAL The Base Proposal 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. TOTAL BASE PROPOSAL (INCLUDING ANY ALLOWANCES) PRICE IN WORDS AND NUMBERS (as detailed in Section ) ($ ). Bidder understands that the City reserves the right to reject any and/or all bids and to waive any informalities in the bid. 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 Bid 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 City 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 City caused thereby. The bid price 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 make field adjustments as necessary so long as adequate compensation is agreed upon, except when necessary modifications are the result of contractor's omissions. BID FORM Page 3 of 7

10 Pine Trails Park Phase IV Construction BIDDER S CERTIFICATION WHEN BIDDER IS AN INDIVIDUAL IN WITNESS WHEREOF, the Bidder hereto has executed this Bid Form this day of, 20. By: Signature of Individual Witness Printed Name of Individual Witness Business Address City/State/Zip Business Phone Number State of Florida, County of On this the day of, 20, 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 SEAL OF OFFICE: NOTARY PUBLIC, STATE OF FLORIDA (Name of Notary Public: Print, Stamp, or Type as Commissioned.) Personally known to me, or Produced identification: (Type of Identification Produced) DID take an oath, or DID NOT take an oath. BID FORM Page 4 of 7

11 Pine Trails Park Phase IV Construction 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, 20. Printed Name of Firm By: Signature of City Witness Printed Name of Individual Witness Business Address City/State/Zip Business Phone Number State of Florida, County of On this the day of, 20, 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 SEAL OF OFFICE: NOTARY PUBLIC, STATE OF FLORIDA (Name of Notary Public: Print, Stamp, or Type as Commissioned.) Personally known to me, or Produced identification: (Type of Identification Produced) DID take an oath, or DID NOT take an oath. BID FORM Page 5 of 7

12 Pine Trails Park Phase IV Construction WHEN BIDDER IS A PARTNERSHIP BIDDER S CERTIFICATION IN WITNESS WHEREOF, the Bidder hereto has executed this Bid Form this day of, 20. Printed Name of Partnership By: Signature of General or Managing Partner Witness Printed Name of partner Witness Business Address City/State/Zip Business Phone Number State of Florida, County of State of Registration On this the day of, 20, 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 SEAL OF OFFICE: NOTARY PUBLIC, STATE OF FLORIDA (Name of Notary Public: Print, Stamp, or Type as Commissioned.) Personally known to me, or Produced identification: (Type of Identification Produced) DID take an oath, or DID NOT take an oath. BID FORM Page 6 of 7

13 Pine Trails Park Phase IV Construction BIDDER'S CERTIFICATION WHEN BIDDER IS A CORPORATION IN WITNESS WHEREOF, the Bidder hereto has executed this Bid Form this day of, 20. Printed Name of Corporation Printed State of Incorporation By: Signature of President or other authorized officer (CORPORATE SEAL) ATTEST: By: Secretary State of Printed Name of President or other authorized officer Address of Corporation City/State/Zip Business Phone Number ; County of On this the day of, 20, 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 SEAL OF OFFICE: NOTARY PUBLIC, STATE OF FLORIDA (Name of Notary Public: Print, Stamp, or Type as Commissioned.) Personally known to me, or Produced identification: (Type of Identification Produced) DID take an oath, or DID NOT take an oath. END OF SECTION BID FORM Page 7 of 7

14 City of Parkland March 5, 2014 Pine Trails Park 100% Submittal Improvements SECTION SOD REINFORCEMENT PART - 1 GENERAL 1.1 WORK INCLUDED A. This Section includes material and labor requirements for construction with StaLok Fiber for the following items: 1. Stabilized Sand Base with StaLok Fiber for vehicular use areas B. Related Sections: 1. Section Clearing and Grubbing 2. Section Excavation and Backfiling 1.2 SUBMITTALS A. Provide a one pound sample of sand cap soil mix and stabilizer solution for analysis and recommendations prior to beginning work. 1.3 PROJECT/SITE CONDITIONS A. Field Measurements: Each bidder is required to visit the site of the Work to verify the existing conditions. No adjustments will be made to the Contract Sum for variations in the existing conditions. 1. Where surfacing is indicated to fit with other construction, verify dimensions of other construction by field measurements before proceeding with the work. B. Environmental Limitations: Do not install StaLok Fiber during rainy or windy conditions. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Installer to provide evidence to indicate successful experience in installing StaLok Fiber. B. Mock-ups: Install 4 ft. wide x 10 ft. long mock-up of sand mix stabilized with StaLok Fiber at location as directed by owner s representative. C. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other SOD REINFORCEMENT

15 City of Parkland March 5, 2014 Pine Trails Park 100% Submittal Improvements warranties made by the Contractor under requirements of the Contract Documents. D. Special Warranty: Submit a written warranty executed by the installer agreeing to repair or replace components of stabilized surfacing that fail in materials or workmanship within the specified warranty period. Failures include, but are not limited to, the following: 1. Premature wear and tear provide the material is maintained in accordance with manufacturer s written maintenance instructions. 2. Failure of system to meet performance requirements. E. Warranty Period: Contractor shall provide warranty for performance of product. Contractor shall warranty installation of product for the time of one year from completion. F. Contractor shall provide, for a period of sixty days, unconditional maintenance and repairs as required. PART - 2 PRODUCTS 2.1 MANUFACTURERS A. StaLok Fiber is provided by the following manufacturer: 1. Stabilizer Solutions, Inc. 33 South 28 th Street, Phoenix, AZ Phone: (602) , (800) , Fax: (602) Website: stabilizersolutions.com; info@stabilizersolutions.com 2.2 MATERIALS A. StaLok Fiber G Acceptable local supplier list to be provided by Stabilizer Solutions, Inc. B. Soil Mix 1. Sand must meet the particle size and physical performance criteria as shown in Section C below. Recommended tests include: grain size analysis, percentage of sand, silt and clay constituents, saturated hydraulic conductivity and porosity (including total, air-filled, and capillary pore space), and bulk density. Calculate values for fineness modulus and uniformity coefficient. An approved construction materials testing laboratory should test SOD REINFORCEMENT

16 City of Parkland March 5, 2014 Pine Trails Park 100% Submittal Improvements representative samples from the material source. In addition, samples should be tested for ph. Recommendations should include the need for organic amendments to meet performance criteria. Sand tested should be available in sufficient quantities for project. 2. Quality control testing should be performed for every 500-tons of soil delivered to site. Cost is contractor s responsibility. Soils not meeting requirements must be removed and replaced at contractor s expense. 3. No truck traffic permitted over installation area until final placement and compaction is completed. C. Soil Mix for Stabilized Rootzone (Sand / Peat Blend) 1. Particle Size Criteria for Sand USDA PARTICLE NAME US STANDARD SIEVE NUMBER DIAMETER OF PARTICLE IN MILLIMETERS ALLOWABLE RANGE % RETAINED GRAVEL FINE GRAVEL Ð No More VERY COARSE Ð 2.00 <5% than 10 combined COARSE SAND Ð 1.00 <25% MEDIUM SAND Ð 0.50* 50% - 90% FINE SAND Ð 0.25 <15% VERY FINE SAND Ð 0.10 <5% SILT Ð 0.05 <5% CLAY <0.002 <3% * In addition, not more than 20% below 0.25 mm 2. Physical Performance Criteria Fineness Modulus: 1.4 Ð 2.0 Total Porosity: 35% - 55% Uniformity Coefficient: < 4 (2.5Ð 3.5) Air Filled Porosity: 20% - 30% Capillary Porosity: 15% - 25% Saturated Hydraulic 5 Ð 15 per hour Conductivity: 3. Blended rootzone mix should have a ph between 5.5 and 7.0. Recommended blend for rootzone soil mix and sod topping is 90% sand and 10% peat by volume. Peat should have a ph not less than 5, be of medium grade, and have organic content of not less than 90% (L.O.I.). D. Equipment 1. Approved rototiller, reverse tiller is preferred (Incorporator, Rotodairon, Blecavator, or equivalent). E. EXCESS MATERIALS SOD REINFORCEMENT

17 City of Parkland March 5, 2014 Pine Trails Park 100% Submittal Improvements 1. Provide owner s authorized rep. With the following excess materials for use in future: 40 to 50lb. Bags of the sand mix blended with proper amount of StaLok Fiber. PART - 3 EXECUTION 3.1 SUB-BASE INSTALLATION A. Grade and compact sub-base to 95% compaction (ASTM D698). Surface must be smooth, no wheel ruts. B. Install 3-inch (7.6-cm) minimum gravel drainage layer over sub-base and incorporate approved drainage system as determined by site specifications. 3.2 ROOTZONE MEDIUM A. Install a 6-12 inch (25.4-cm) minimum of approved rootzone medium with loader or dozer. Avoid leaving ruts in the gravel base. B. Rootzone medium should be water-settled and fine graded. C. Rootzone medium should be consolidated with roller to dry density, between 87- lbs and 100-lbs per cubic foot. Maintain moisture content between 8% and 10% during install. D. Spread soil amendments and fertilizer before spreading fibers. 3.3 FIBER INSTALLATION A. Place bags of fibers approximately 15-ft by 15-ft grid. B. Spread fibers by hand or with a modified straw blower at a rate of approximately or 1-lb per 12- sq. ft. for sports turf. (See section 1.2) C. Mix fiber into rootzone to specified depth (generally 3 to 4-inches (12.7-cm) for sports turf using approved rototiller, a reverse tiller is highly recommended. (See section 2.2 MATERIALS). When using Rotodairon or Blecavator, 3 passes in different directions are generally sufficient. Other tillers may require up to 5 passes. Do not exceed 5 passes. D. Check rate of fibers per square foot during application by placing 1-square yard sheets of plastic at random locations over the area. After spreading, remove sheets and weigh retained fibers to make sure proper weight is achieved. Continuous monitoring should be done to verify spreading rate matches design SOD REINFORCEMENT

18 City of Parkland March 5, 2014 Pine Trails Park 100% Submittal Improvements rate. E. Strong winds may require wetting area of soil and fibers to reduce fiber displacement. 3.4 WATERING / CONSOLIDATION A. Thoroughly soak surface after tilling. Soil should be moistened to minimum depth of 9-inches (23cm) and kept moist. B. Consolidate with vibratory roller to dry density between 87 and 100-lbs per cubic foot. For high or low areas, or irregularities hand-rake to final grade and re-roll. C. Surface is ready for planting with seed, stolons, or sod. If using sod, match soil type with soil medium. 3.5 MAINTENANCE A. Maintain same as normally for un-stabilized grass areas. 3.6 REPAIRS A. If sand mix with StaLok Fiber is removed and discarded, replace with excess material (see 2.3). B. Repair grass area same as normally for un-stabilized grass areas. END OF SECTION SOD REINFORCEMENT

19 SHEET NO. DRAWING TITLE LIMITS OF CONSTRUCTION / LIMITS OF CLEARING ABRV DESCRIPTION PROPERTY LINE SINGLE ROW SILT FENCE INLET SEDIMENT FILTER FLOATING TURBIDITY BARRIER EXISTING ELEVATION BORING LOCATION AND I.D. EXISTING TREES TO BE REMOVED SHEET NO. DRAWING TITLE EXISTING STORM DRAIN TO BE REMOVED EXISTING ELECTRICAL DUCTBANK, COMMUNICATIONS DUCTBANK, AND BURIED ELECTRIC TO BE REMOVED EXISTING PAVEMENT TO BE REMOVED CONCRETE REINFORCED CONCRETE NEW PAVEMENT 2 03/17/14 INDEX SHEET NUMBERING 1 03/07/ /17/14 ISSUED FOR REV DATE SHEET NO. DRAWING TITLE FIBER REINFORCED SOD LIMITS SAMPLE POINT PROPOSED ELEVATION CATCH BASIN DEAVON C. UTER, P.E. FLORIDA REG. NO SANITARY MH SANITARY MH NUMBER 2 STORM STRUCTURE NUMBER SHEET NO. DRAWING TITLE STORM SEWER STORM MH CHAIN LINK FENCE SHEET NO. LEGEND, ABBREVIATIONS, AND INDEX OF DRAWINGS CLIENT: PROJECT: SHEET TITLE SHEET NO. SHEET NO. DRAWING TITLE DRAWING TITLE DRAWING TITLE CITY OF PARKLAND TRAILS END. PARKLAND, FLORIDA PINE TRAIL PARK SHEET NO. DRAWING TITLE JOB NO.: PROJECT ENG: DRAWN: CHECKED: D. UTER C. DANIELS M. SAMITA APPROVED: SHEET NO. C001 D. UTER REV.