Loren Data's SAM Daily™

FBO DAILY ISSUE OF AUGUST 22, 2010 FBO #3193
SOLICITATION NOTICE

56 -- Gymnasium Floor Replacement - Project # 081710-1

Notice Date

8/20/2010
 

Notice Type

Combined Synopsis/Solicitation
 

NAICS

238330 — Flooring Contractors
 

Contracting Office

Department of Labor, Employment Training Administration, Sierra Nevada Job Corps Center, 14175 Mt. Charleston Street, Reno, Nevada, 89506-1225
 

ZIP Code

89506-1225
 

Solicitation Number

Project081710-1
 

Archive Date

10/5/2010
 

Point of Contact

Len Taylor, Phone: 775-789-0817
 

E-Mail Address

taylor.len@jobcorps.org
(taylor.len@jobcorps.org)
 

Small Business Set-Aside

N/A
 

Description

CONSTRUCTION SCOPE OF WORK FOR GYMNASIUM (BUILDING NO. 26) GYM FLOOR REPLACEMENT AT THE SIERRA NEVADA JOB CORPS CENTER RENO, NEVADA U.S. DEPARTMENT OF LABOR PREPARED BY: PBDewberry CSOW AUGUST, 2010 TABLE OF CONTENTS I. GENERAL.. 14 II. DESIGN AND CONSTRUCTION REQUIREMENTS. 14 A. CODES. 14 B. SPECIFIC REQUIREMENTS. 14 C. SPECIAL CONDITIONS. 17 D. SCHEDULE AND DELAYS. 17 III. BID REQUIREMENTS. 18 IV. ACCEPTANCE OF WORK.. 18 A. SUBSTANTIAL COMPLETION.. 18 B. FINAL INSPECTION.. 19 V. EXTENT OF WORK.. 20 A. GENERAL.. 20 B. PROGRAMMATIC REQUIREMENTS. 21 C. ARCHITECTURAL.. 21 D. STRUCTURAL.. 26 E. ROOFING WORK.. 26 F. PLUMBING.. 26 G. ELECTRICAL.. 26 H. HEATING, VENTILATING, AIR CONDITIONING.. 26 VI. SKETCHES. 26 A. VICINITY MAP. 27 B. LOCATION MAP. 27 C. SITE PLAN.. 28 DESIGN-BUILD SCOPE OF WORK FOR GYMNASIUM (BUILDING NO. 26) GYM FLOOR REPLACEMENT AT THE SIERRA NEVADA JOB CORPS CENTER RENO, NEVADA •Article I. GENERAL The intent of this Scope of Work is to provide construction services for the removal and replacement of the existing gymnasium floor located at the Sierra Nevada Job Corps Center totaling approximately 8,000 square feet. A more detailed description of the work may be found in Part V - "EXTENT OF WORK" The contractor shall ensure the security of operations and storage areas to preclude all breaches of security including, but not limited to vandalism and/or theft that can impact the timely and successful completion of the work. While existing center operations will be continuing during the course of the project, the contractor shall not rely on any aspect of center security to guard aspects of his operations. At no time during this construction duration, up to and including the acceptance of the substantial completion walk-through, will the Department of Labor accept requests for additional security measures. The Department of Labor shall not be held to have incurred any liability for loss of, and/or damage to, materials, tools, and equipment of the design-build contractor by contract or otherwise. The Department of Labor shall not in any way be liable or responsible for damage or loss to work due to trespass or theft. •Article II. DESIGN AND CONSTRUCTION REQUIREMENTS •Section 2.01 CODES •(a) The design-build contractor shall research, and be responsible for obtaining, all regulatory, permitting, and licensing requirements. •(b) All conflicts and requests for interpretation or clarification shall be submitted to the Sierra Nevada Job Corps Center. •(c) The contractor shall conform to all applicable construction codes, ordinances, and regulations including the national building code used in the local area, laws and local ordinances. All work shall conform to the current regulations of the Environmental Protection Agency (EPA), and the Occupational Safety and Health Administration (OSHA). The regulations of the State of Nevada shall prevail, if they are more stringent than those of the Federal Government. Deviations and interpretations shall be subject to the approval of the Sierra Nevada Job Corps Center and the Department of Labor. •(d) The contractor shall not submit plans or specifications to any local authority without the prior approval of the Sierra Nevada Job Corps Center Director or designated representative. •Section 2.02 SPECIFIC REQUIREMENTS •(a) Prior to submitting a proposal, it is highly recommended that the prospective proposers visit the site and become thoroughly familiar with all pertinent conditions that are included in this Scope of Work. The prospective proposers must take such steps as may be necessary to ascertain the nature and condition of the work, and the general and local conditions which can affect the work or cost thereof. Failure to do so shall not relieve proposers from the responsibility for estimating properly the difficulty or cost of successfully performing the work. Arrangements must be made with the center prior to inspecting the site. •(b) A pre-proposal walk-through will be conducted at the project site with all interested contractors prior to the proposal due date. At that time, questions related to the areas of work can be presented and discussed with the center. Other opportunities may be available for contractors to visit the site by making arrangements with the center at least 24 hours in advance. The contact person at the center is John Mattina, who can be reached at phone number (775) 789-0806. •(c) Any proposed interruption to center operations during construction must have prior approval from the Center Director after a minimum of 72 hours notice. The center and its Buildings shall remain in operation throughout construction. All construction activity and contractor access to the building interiors shall be coordinated with the center in order to minimize disruption of center operations. No work will be performed on weekends unless the contractor receives prior approval in writing from the Center Director. •(d) Although this Scope of Work identifies specific elements of construction, it is the contractor's responsibility to provide any and all elements which are incidental to the functioning of the work to be provided. It is not intended that other deficiencies that are not related to the work identified in Section V of this Scope be corrected. The contractor shall limit its efforts only to the work that has been identified (including affected areas) in this Scope of Work. •(e) As-built construction drawings of the building involved are not available. The contractor is required to familiarize himself with the existing conditions affecting the work through site verification. The contractor will be responsible for verification of all dimensions, layout, and conditions in and around the construction area involved. The contractor shall inform the center immediately of any unforeseen conditions which may affect the work. •(f) A pre-construction meeting shall be held at the center after execution of the agreement and prior to commencement of the work. Those in attendance shall include the Center Director or designated representative, the contractor and major sub-contractors. The meeting agenda shall include significant items which could affect the progress, construction schedule, critical sequencing, use of premises, and policies governing interaction with center staff and students. •(g) For work scheduling, the contractor shall provide a sequenced construction schedule to the center for approval no later than 10 days after he receives a Notice to Proceed (NTP) indicating the areas he desires and the periods of time he requires them vacant in order to perform his work. The sequenced construction schedule shall be network logic type generated using MS Project, or equivalent, scheduling software. •(h) All materials, finishes and hardware shall be selected for their ease of maintenance, high durability, and local availability; and shall be coordinated with those currently used by the center. Restoration of damaged elements or surfaces shall be promptly executed in like materials, as a part of this contract. •(i) The contractor shall be responsible for all cutting and patching incidental to the work described herein. The contractor shall promptly repair/replace any damage to structures, elements, utilities, finishes, etc., occurring due to construction, as a part of this contract. •(j) The contractor shall maintain a clean and safe work area throughout the period of construction. The contractor shall, at the end of each work day, remove all demolition debris and hazardous and potentially dangerous materials used in the work. The contractor shall collect construction material and debris frequently and dispose of debris and refuse away from the center in a lawful manner. The contractor shall clean the exterior public areas impacted by construction dust, dirt and debris on a daily basis. The contractor shall be responsible for all fees, permits, etc., required for waste disposal. •(k) The contractor shall be responsible for receiving, storing, and securing of all materials, equipment and other items to be used in accomplishing the work. The contractor shall be responsible for all equipment and materials brought onto the center and shall replace damaged or stolen items at its expense. •(l) The contractor and all persons employed under the contract: <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (i) Shall observe all security regulations in effect at the center; <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (ii) Shall not be permitted to use the food service facilities at the center; <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (iii) Shall not fraternize with the students or staff of the center; <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (iv) Shall not consume or transport any alcoholic beverages or drugs on the center; <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (v) Shall not transport any firearms on the center. Persons violating the above shall be dealt with in an appropriate manner. •(m) The contractor shall be required to be licensed by the appropriate authority in the area to conduct the required contractual work. •(n) The contractor will coordinate with the center for locations of staging areas, and vehicle parking. Electricity will be made available by the center. Connections to existing power shall be by the contractor. Following completion, the contractor shall return the site conditions to their original state. Design and Construction Progress Meetings NOT USED •(o) Submittal Requirements <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (i) This project will require the following submittals: <h5 style="MARGIN: 0in 0in 0pt 1.25in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.25in"> •1) The contractor shall provide the following submittal for review and approval by the Sierra Nevada Job Corps Center: <h6 style="MARGIN: 0in 0in 0pt 1.5in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.5in"> •a) Sports Flooring: Product Data and Catalog Cut Sheets, Installation Instructions, Cleaning Instructions, Warranty <h6 style="MARGIN: 0in 0in 0pt 1.5in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.5in"> •b) Concrete: Concrete Mix Design <h6 style="MARGIN: 0in 0in 0pt 1.5in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.5in"> •c) Waterproofing System: Product Data and Catalog Cut Sheets, Installation Instructions, Warranty Product data and catalog cut sheets shall be annotated to identify all features of the product proposed. •Section 2.03 SPECIAL CONDITIONS •(a) Acceptance of "As Is" conditions Prior to performing any work at or on an existing center element, the contractor shall tour that element with the designated representative of the center for the purpose of defining the limits of his work area and establishing existing conditions. Once the center and contractor agree on the "As Is" condition the contractor may take possession of that element for the purpose of performing the work. He shall protect all existing items within the work limits which are not specifically part of the work in the Contract and, at the completion of his work shall restore as necessary the work area to the "As Is" condition agreed to with the center prior to commencement of the work. If there is concern that the work area contains damaged elements that might appear as damage caused by the prosecution of the work, the contractor shall document the damage through memo or video tape the work area and provide a copy to the center prior to commencing any work. The center may make its own video of conditions, if desired. •(b) Contractors' possession of the work Once the contractor accepts the work area(s) and the "As Is" conditions (item 1 above), he is responsible for protecting and insuring everything within the work area against damage and harm. Only when the center executes a substantial completion certificate for the work completed in a specific work area will the contractor be relieved of responsibility for the protection of that work area. •Section 2.04 SCHEDULE AND DELAYS •(a) The contractor shall, upon acceptance of his proposal by the center, perform the work in accordance with the Scope of Work, and start work within 14 calendar days of issue of Notice to Proceed (NTP) by the center. All work, including punch list items, shall be completed within eight (8) weeks after written NTP. •(b) The contractor shall immediately notify the center of any expected delays in the acquisition of materials which may delay the completion of the project. Should this impact the approved construction sequence schedule (item II.B.7 above) the contractor shall adjust the schedule and resubmit it for center approval. No extensions in time will be granted unless the modified schedule is approved by the center. •Article III. Proposal REQUIREMENTS •(a) Each firm shall submit a sealed proposal based upon Part V, Extent of Work. •(b) Proposals shall be submitted for the work as a basis for the contract. •(c) The contractor must include with his/her proposal, certification that he/she will conform to the latest Davis-Bacon Wage Rate decisions for the area. •(d) A minimum 60-day bid guarantee is required. •(e) This project is not sales/use tax-exempt. •(f) The contractor shall provide a list of similar projects completed by its firm and a list of references, including owners' names, addresses and telephone numbers. •(g) The contractor shall provide product data and catalog cut sheets for the athletic flooring systems proposed. •(h) Prior to starting any work, the contractor shall show proof of required insurance, in amounts to cover risk or as required by statute, including: <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (i) Builder's Risk <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (ii) Automobile Insurance; <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (iii) Liability Insurance; this shall remain in effect for a minimum period of one year from the time of substantial completion but in no event less than the time required to complete all warranty work. <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (iv) Workmen's Compensation •(i) All firms submitting proposals for this project shall have no less than five consecutive years relevant experience. •Article IV. ACCEPTANCE OF WORK •Section 4.01 SUBSTANTIAL COMPLETION •(a) Substantial completion of the work is defined herein as the point at which the work is complete in all respects except for a few minor items which are to be listed on the contractor's punch list. With the issuance of a substantial completion certificate executed by the center and the contractor, the center will occupy/take possession of the work and operate the installed systems/equipment. Prior to the issuance of an executed substantial completion certificate the contractor shall have had all tests completed, witnessed and approved by the center's authorized representative. The provision of all required training, operating and maintenance manuals, keys and other such requirements specified in this Scope of Work shall be a prerequisite to the contractor's notification requesting a substantial completion walk-through. •(b) The contractor shall notify the center in writing at least 14 calendar days prior to the estimated date of substantial completion and request a substantial completion walk-through. The letter shall include a dated punch list as developed by the contractor. The purpose of the walk-through is to review the contractor's list for accuracy and to identify any additional items needing completion prior to final acceptance. The contractor, shall, upon receipt of a substantial completion punch list, correct his work as required within 7 calendar days or until acceptable to the center. The substantial completion walk-through shall be performed by the Center Director and/or the designated representative. •(c) The date of the center's acknowledgment of substantial completion shall establish the date of commencement of the contractor's one (1) year guarantee of workmanship and the manufacturer's product warranties. •(d) Manufacturers warranty shall include the following information: <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (i) Center Name <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (ii) Date of Substantial Completion (warranty commencement date) <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (iii) Date Warranty Expires <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (iv) Description of Warranty Services <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (v) Serial numbers of equipment under Warranty •Section 4.02 FINAL INSPECTION •(a) The contractor shall inform the center in writing at least three days prior to the estimated date of the completion of the work and request a final acceptance inspection. •(b) The contractor shall guarantee all workmanship done under this Scope of Work for a period of one year. Prior to final payment, the contractor shall deliver to the center, a consent of surety of final payment and release of liens by all subcontractors and material suppliers associated with this project. •Article V. EXTENT OF WORK •Section 5.01 GENERAL •(a) Quality Requirements <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (i) Testing and Inspection <h5 style="MARGIN: 0in 0in 0pt 1.25in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.25in"> •1) The contractor is responsible for all inspection and testing. The contractor will submit the names of all testing services to the Sierra Nevada Job Corps Center for approval prior to any testing. All inspections and testing must be performed by an independent, third party individual, firm or testing agency. The individual, firm or testing company shall be appropriately registered in the State of Nevada. The contractor shall engage only those inspection and testing service agencies, including independent testing laboratories, that are prequalified as complying with the American Council of Independent Laboratories "Recommended Requirements for Independent Laboratory Qualification" and that specialize in the types of inspections and tests to be performed. <h5 style="MARGIN: 0in 0in 0pt 1.25in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.25in"> •2) All tests and inspections shall be documented by certified written reports and test results. The independent, third party individual, firm or testing agency shall distribute copies of all testing and inspection reports to the Sierra Nevada Job Corps Center, and the contractor. The contractor shall make additional copies as required and distribute to all affected subcontractors and material suppliers. •(b) Temporary Facilities and Controls <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (i) Temporary Utility Installation <h5 style="MARGIN: 0in 0in 0pt 1.25in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.25in"> •1) General The design-build contractor shall pay all costs associated with the installation and removal of temporary utility service and, maintenance of temporary utility installations. The contractor shall engage the appropriate subcontractor to install temporary service or connect to existing service. The contractor shall arrange with the Sierra Nevada Job Corps Center for the time when service can be interrupted to make connections for temporary service. The contractor shall remove each temporary service or facility when the need for its service has ended, when it has been replaced by authorized use of a permanent service or facility, or no later than the date of Substantial Completion. The contractor shall complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary services or facilities. The contractor shall repair all damaged work, clean all exposed surfaces, and replace construction that cannot be satisfactorily repaired. <h5 style="MARGIN: 0in 0in 0pt 1.25in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.25in"> •2) Sewers and Drainage The contractor shall provide temporary toilets and drinking water fixtures. The number of temporary toilets and drinking water fixtures shall comply with regulations and health codes for the type, number, location, operation, and maintenance of fixtures and facilities. <h5 style="MARGIN: 0in 0in 0pt 1.25in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.25in"> •3) Water Service Use of the Sierra Nevada Job Corps existing water service facilities will be permitted, as long as it is maintained in an acceptable condition. <h5 style="MARGIN: 0in 0in 0pt 1.25in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.25in"> •4) Electrical Power Service The use of the Department of Labor's existing electrical service will be permitted, as long as facilities are maintained in an acceptable condition, and that sufficient capacity in the system is available. •(c) Adherence to Scope of Work Although this scope of work identifies specific elements of construction, it is the contractor's responsibility to provide any and all elements which are incidental to the functioning of the work to be provided. It is not intended for other deficiencies, not related to the work identified in Section IV of this scope, to be corrected. The contractor shall limit its efforts only to the work identified in this scope of work. •(d) Incidental Cutting and Patching The contractor shall be responsible for all cutting and patching incidental to the work described herein. The contractor shall be responsible for identifying the location of existing utilities and for avoiding damage to same in the completion of this work. The contractor shall promptly repair/replace any damage to structures, elements, utilities, finishes, etc., occurring due to construction, the cost of which shall be borne by the contractor. •(e) Coordination Of Work <h4 style="MARGIN: 0in 0in 0pt 1in; PAGE-BREAK-AFTER: auto; TEXT-INDENT: -1in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.0in; mso-text-indent-alt: -.25in"> • (i) Existing Utility Interruptions The contractor shall not interrupt any utilities serving the facilities occupied by the Sierra Nevada Job Corps Center unless permitted under the following conditions and then only after arranging to provide temporary utility services to maintain facility function: <h5 style="MARGIN: 0in 0in 0pt 1.25in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.25in"> •1) Notify the Center Director, or delegated representative, not less than four (4) days in advance of proposed utility interruptions <h5 style="MARGIN: 0in 0in 0pt 1.25in; TEXT-INDENT: -0.25in; LINE-HEIGHT: normal; TEXT-AUTOSPACE: ideograph-numeric; mso-pagination: widow-orphan; mso-layout-grid-align: auto; tab-stops: list 1.25in"> •2) Do not proceed with utility interruptions without Center Director, or delegated representatives, written permission. •Section 5.02 PROGRAMMATIC REQUIREMENTS NOT APPLICABLE •Section 5.03 ARCHITECTURAL Demolition Remove and dispose of the existing gymnasium flooring system in the Weight Room, bleacher alcove area, and court area totaling approximately 8,000 s.f.. Remove and replace bleacher units as required to facilitate the removal of the existing gymnasium flooring and installation of new flooring system. The existing flooring system is approximately 4" in depth and consists of the following (reference photo below): •1. Existing wood flooring system consisting of underlayment and wood flooring placed on metal "U" shaped tabs •2. ½" plywood screwed to existing wood floor system •3. Rubber playing surface Upon completion of flooring system demolition clean the existing concrete slab of all paint, dust, grease, oil, solvents, old adhesives and any other substances that may act as a bond barrier to the new concrete infill. Concrete In-Fill Subfloor Infill the depression created by removal of the existing gymnasium flooring system by placing concrete, minimum 3000 psi, to a depth as required to ensure that the elevation of the new flooring systems in the Weight Room, bleacher alcove area, and court area remains at the same elevation as the existing flooring and, that the new flooring system is level throughout in all spaces. Waterproofing System Manufacturer/System •1. Koster VAP 1 2000 •2. Sinak VC5 •3. Or approved equal Upon adequate curing of the concrete in-fill, apply the waterproofing system to the new concrete in-fill in accordance with the manufacturer's installation instructions. Athletic Flooring SUMMARY Work Included: •A. Rubber sports flooring •B. Painting REFERENCES American Society for Testing & Materials (ASTM) •A. ASTM D 2047: Standard Test Method for Static Coefficient of Friction of Floor Surfaces. •B. ASTM D 2240: Standard Test Method for Rubber Property-Durometer Hardness. •C. ASTM D 5116: Standard Guide for Small-Scale Environmental Chamber Determinations of Organic Emissions from Indoor Materials/Products. •D. ASTM E 648: Standard Test Method for Critical Radial Flux of Floor-Covering Systems Using a Radiant Heat Energy Source. •E. ASTM E 662: Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials. •F. ASTM E 1745: Standard Specification for Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs. •G. ASTM F 970: Standard Test Method for Static Load Limit. •H. ASTM F 1869: Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride. •I. ASTM G 21: Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi. National Fire Protection Association •A. NFPA 101: Code for Safety to Life from Fire in Buildings and Structures. SUBMITTALS •A. Product data, including manufacturer's information for specified products •B. Adhesive and line paint product data and manufacturer's certificate of approval for the proposed application. •C. Selection and verification samples for finishes, colours and textures. •D. Shop drawings showing layout, profiles and product components. •E. Installation and maintenance instructions as published by the manufacturer QUALITY ASSURANCE •A. The manufacturer must have experience in the manufacturing of prefabricated rubber surface. •B. Installer must have performed installations of the same scale in the last three years. •C. Installer to be recognised and approved by the athletic rubber-flooring manufacturer. DELIVERY, STORAGE, AND HANDLING •A. Materials must be delivered in manufacturer's original, unopened and undamaged containers with identification labels intact. •B. Store material protected from exposure to harmful weather conditions, on a clean, dry, flat surface protected from all possible damage. •C. Recommended environmental condition for storage is a minimum of 55 o F (13 o C). SITE CONDITIONS •A. Maintain a stable room and subfloor temperature as required by manufacturer's installation instructions. •B. Installation to be carried-out no sooner than the specified curing time of concrete subfloor (normal density concrete curing time is approximately 28 days for development of design strength). •C. Moisture vapor emission content of the concrete slab must not exceed 3 lbs/1000 ft2 per 24 hrs when using the Calcium Chloride test as per ASTM F 1869. WARRANTY •A. Provide manufacturer's standard warranty except as noted below. •B. The weight room, bleacher alcove and court area athletic rubber flooring is warranted to be free from manufacturing defects for a period of three (3) years from the date of shipment from the manufacturer. •C. The court area athletic rubber flooring is warranted against excessive wear under normal usage for a period of ten (10) years minimum. MAINTENANCE AND REPAIR •A. Provide additional amount of approximately 2% of the total floor surface, of each type and colour of flooring material. •B. Repair material must be from the same dye lot as material supplied for initial installation. •C. Repairs are to be performed by qualified installers/technicians only. •D. Maintain surface as per manufacturer's instructions. PRODUCT ATHLETIC FLOORING MANUFACTURERS •A. Court Area: MONDO AMERICA INC., ADVANCE, three layer or approved equal •B. Weight Room: MONDO AMERICA INC., SPORT IMPACT or approved equal •C. Bleacher Alcove: MONDO AMERICA INC., SPORT IMPACT or approved equal SYSTEM #1 : Court Area Description of Flooring for Court Area •A. Prefabricated slip resistant athletic rubber flooring, calandered and vulcanized with a base of natural and synthetic rubbers, stabilizing agents and pigmentation, as manufactured by MONDO AMERICA INC. or approved equal. •B. Thickness: 3/8" (10 mm) •C. Colours: To be selected from standard manufacturer's colors. Separate colors shall be used for court area border and keys. •D. Finish: Satin Matte. •E. Manufactured in three layers, which are vulcanised together. The shore hardness of the top layer will be greater than that of the middle and bottom layer. Physical Properties •A. Physical properties of the prefabricated athletic rubber floor, to conform to the following minimum requirements: Physical Properties Standard Specification Hardness Shore A ASTM D2240 78/50 Critical Radiant Flux ASTM E648, NFPA 101 0.70 W/cm 2, Type I Optical Smoke Density ASTM E662 < 450, Class I Static Load Limit ASTM F970 0.004 in Fungal Resistance Test ASTM G21 No growth Coefficient of Friction ASTM D2047 0.78 Dry, 0.78 Wet V.O.C. Compliance ASTM D5116 Yes Color Stability Good Light reflection Average Chemical Resistance Good SYSTEM #2 : Weight Room and Bleacher Alcove Description of Flooring for Court Area •A. Prefabricated athletic rubber flooring, calandered and vulcanized with a base of natural and synthetic rubbers, stabilizing agents and pigmentation, as manufactured by MONDO AMERICA INC. or approved equal. •B. Thickness: 0.394'' (10 mm); rolls •C. Colours: To be selected from standard manufacturer's colors •D. Finish: Sealskin. •E. Manufactured in two layers, which are vulcanised together. The shore hardness of the top layer will be greater than the bottom layer. Physical Properties •A. Physical properties of the prefabricated athletic rubber floor, to conform to the following minimum requirements: Physical Properties Standard Specification Hardness Shore A ASTM D2240 80/77 Critical Radiant Flux ASTM E648, NFPA 101 0.58 W/cm 2, Type I Optical Smoke Density ASTM E662 < 450, Class I Static Load Limit ASTM F970 0.003 in Fungal Resistance Test ASTM G21-90 No growth Coefficient of Friction ASTM D2047 >1.2 Dry, 0.67 Wet V.O.C. Compliance ASTM D5116 Yes Color Stability Good Light reflection Average Chemical Resistance Good MATERIAL •A. Provide adhesive certified by the manufacturer. •B. Patching compound and line marking paint, to be supplied or approved/recommended by rubber athletic flooring manufacturer. EXECUTION EXAMINATION AND PREPARATION The following must be ensured prior to installation of the primary product: •A. Concrete substrate to be placed a minimum of thirty (30) days prior to the installation of athletic rubber floor. •B. Water vapor membrane complies with specification in ASTM E 1745. •C. Alkalinity test and moisture test must be preformed by the contractor. PH level should be in the range of 7 to 8.5. Moisture content must not exceed 3 lbs/1000 ft 2 per 24 hrs (verify using the calcium chloride test as per ASTM F 1869). •D. Smooth, dense finish, highly compacted with a tolerance of 1/8'' in a 10 ft radius (3 mm in 3.05 m radius). •E. Subfloors must be clean, free of paint, dust, sealers, hardeners, grease, oil, solvents, old adhesive and any other foreign substances that may act as a bond barrier. •F. Sealing of cracks, holes and, smoothing and leveling of rough, uneven surfaces, must be carried out using a good quality Portland cement based leveling compound (feathering compound), approved by the manufacturer. •G. The beginning of installation stipulates the acceptance of surface and site conditions. Installation shall not be carried out unless above conditions are satisfied. INSTALLATION •A. Install athletic flooring in accordance with manufacturer's Installation Instructions. •B. Unroll sheet and allow relaxation. •C. Inspect sheet for any damages or defects. •D. Always install the flooring in the same direction. •E. Cut and adjust flooring prior to installation. •F. All edges must be straight-edged before adjusting the seams. •G. Mix adhesive in accordance with manufacturer's instructions. •H. Apply adhesive and lay sheets in accordance with manufacturer's installation instructions. •I. Roll flooring in both directions with a sectional floor roller. Weight of floor roller to be as required by manufacturer's installation instructions. •J. Check for air bubbles and continue rolling if needed. •K. Roll the seam with a hand roller and remove any excess adhesive that may have come through the seam. •L. Hold all seams in place with suitable weights (concrete utility bricks 2" x 4" x 8") for a period of time as required by the manufacturer's installation instructions. •M. Repeat the same procedure for the rest of the installation. •N. Surface to be protected before, during and after installation until project's acceptance by the owner or his agent. •O. Allow adhesive to set a minimum72 hrs before the initial cleaning of the surface. Athletic Floor Painting Repaint all playing surface lines. Line width and layout shall match existing (full basketball and full volleyball). Paint shall be low VOC and compatible with the sports flooring material. •Section 5.04 STRUCTURAL NOT APPLICABLE •Section 5.05 ROOFING WORK NOT APPLICABLE •Section 5.06 PLUMBING AND MECHANICAL NOT APPLICABLE •Section 5.07 ELECTRICAL NOT APPLICABLE •Section 5.08 HEATING, VENTILATING, AIR CONDITIONING NOT APPLICABLE
 

Web Link

FBO.gov Permalink
(https://www.fbo.gov/spg/DOL/ETA/sierranevadajcc/Project081710-1/listing.html)
 

Place of Performance

Address: 14175 Mt. Charleston St., Reno, Nevada, 89506, United States

Zip Code: 89506
 

Record

SN02248959-W 20100822/100820235321-a080352e0f7ec176fdb887f9b9bd3163 (fbodaily.com)
 

Source

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