Atch_2_-_Specifications_for_Protective_Coatings_IDIQ_Contract.pdf

I-1

PROJECT # FTEV 16-1020 DATE: 10 March 2016

DEPARTMENT OF THE AIR FORCE SPECIAL

OPERATIONS COMMAND 1 SPECIAL

OPERATIONS WING

SPECIFICATIONS FOR:

PROTECTIVE COATING IDIQ

CONTRACT

HURLBURT FIELD, FLORIDA

I-2

INDEX

DIVISION 1 GENERAL

01000 General Requirements 01010 Summary of Work 01090 Reference Standards 01300 Submittals 01560 Environmental Protection 01600 Material and Equipment

DIVISION 9 FINISHES

09900 Painting

ATTACHMENTS

1. FDOT Section 17346

2. ETL 04-2

END OF INDEX

I-3

SECTION 01000: GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 INTENT:

A. The intent of this statement of work is to provide the Government with a complete Protective

Coatings IDIQ contract. All work shall be accomplished to meet or exceed industry or government standards, whichever is more stringent. All work performed under this Protective Coatings IDIQ shall be executed in a professional manner resulting in a finished product of highest quality. All materials, equipment, and other products used in the performance of this contract shall be new or approved recyclable materials from an approved source. All new work shall be maintained in a clean condition.

1.2 APPLICABILITY:

A. This section of the specification is applicable to all sections that follow.

1.3 INTERPRETATION OF CONTRACT DOCUMENTS:

A. Prospective bidders desiring further information, interpretation or clarification of the contract documents shall forward a written request to the Contracting Officer. The Contracting

Officer is the sole authority for interpretation of intent of work and for approval of quality of materials and workmanship. Failure to request the above shall not be the basis for a change order. DO NOT ASSUME THAT YOUR INTERPRETATION IS

CORRECT.

1.4 CONFLICTS, DISCREPANCIES OR AMBIGUITIES:

A. Prior to submittal of a bid or proposal by the prime/general contractor, it is expected that each subcontractor, equipment and/or material supplier, and others associated with the project, shall have carefully examined as necessary, the drawings, specifications, and all addenda issued prior to the date of submission of the bid or proposal. Any and all conflicts, discrepancies or ambiguous language reasonably ascertainable from an inspection of the above and the project site that will affect the cost, quality, fit, finish, labor specified or required, equipment and/or materials specified or required, etc., necessary to fully complete the project and make it operational for its intended use, must immediately be brought to the attention of the prime/general contractor. The prime/general contractor must immediately notify the Contracting Officer in writing prior to submitting a bid or proposal and request written clarification of the conflict and/or discrepancy.

B. Conflicts, discrepancies and ambiguous language that are inconsistent with the intent as stated above include but are not limited to:

1. Ambiguous notes or statements or drawings or details.

2. Conflicting information on the drawings and/or in the specifications.

3. Errors or inconsistencies in schedules.

4. Dimensional errors.

5. Incomplete notes or dimensions or schedules.

6. Extraneous notes, dimensions or schedules that conflict with the drawings or specifications.

C. Conflicts, discrepancies or ambiguities brought to the attention of the Contracting

Officer AFTER award of contract WILL NOT be considered as a basis for a change in the work.

D. The intent of the above paragraphs is to increase the involvement of all persons associated with the project, particularly during the bid or proposal phase. Increased involvement during this phase will enhance the accuracy of the bid or proposal and reduce the potential for issuance of change orders during the construction phase.

1.5 DEFINITIONS:

A. “Contract Documents": Contract Documents consist of the Contract, drawings and specifications, all addenda issued prior to submission of the bid/proposal and all modifications and/or other directives issued after the award/execution of the contract. The intent of the Contract Documents is to provide the Contractor with all items of work necessary for the proper execution and completion of the project. The items listed are complementary, what is required by one shall be as binding as if required by all. In the event of a conflict between the drawings and the

I-4 specifications, the specifications shall take precedence over the drawings, unless otherwise noted on the drawings. The Contractor shall perform all work consistent with and reasonably inferable from the Contract Documents as necessary to produce the intended results.

B. “Government”: The government is the United States of America. The government is the owner of the project.

C. “Prime Contractor”: The Prime/General Contractor is the person or entity who is qualified, bonded and insured, and who is responsible for preparing the bid/proposal and submitting it to the government. If the bid/proposal is accepted, the prime contractor will enter into a contract with the government to construct the work in accordance with the Contract Documents. The term “contractor” is used throughout the contract documents, and is synonymous with Prime/General Contractor, and means the contractor or the contractor’s authorized representative.

D. “Subcontractor”: A Subcontractor is a person or entity who prepares and submits a bid/proposal for a portion of the work to the contractor for his use in preparing his bid/proposal. During the construction phase, the subcontractor has a direct contract with the contractor to perform a portion of the work.

E. “Material/Equipment Suppliers”: Material/equipment suppliers are person(s) or entities who prepare and submit a bid/proposal to the contractor for his use in preparing his bid/proposal. During the construction phase, the material equipment supplier has a direct contract with the contractor to provide certain materials or equipment to be incorporated into the work.

F. “Project”: The project is the total construction of the work to be performed under the contract documents and may be the whole or part and which may include construction by the government.

G. “Work”: The term work means the providing of construction services required by the contract documents, and includes all labor, materials, equipment and other incidentals necessary to fulfill the contractor’s obligations. The work constitutes the whole project.

H. “Changes in the Work”: Changes in the work may be accomplished after award of contract without invalidating the contract. Changes in the work shall be based upon a mutual agreement between the contractor and the government. Changes in the work shall be performed under applicable provisions of the contract documents unless otherwise provided for in the change. The time to complete the additional work shall also be a part of the agreement.

I. Non-Pre-priced Item (NPI): Items of work not covered by the Pre-priced item listing, but within the scope and general intent of the contract that may be negotiated and added to individual task orders or to the Pre-priced list at any time during the term of the contract.

1.6 COORDINATION:

A. The prime contractor is responsible for the overall coordination of the project during the bid and or the proposal phase and the construction phase.

1. Coordinate bid and or the proposal phase to assure that all materials, labor, equipment, etc., to be used in the project and necessary for the completion of the prime contractor’s bid/proposal.

2. Coordinate construction phase to assure efficient and orderly progression of the work.

Coordination shall include, but is not limited to, periodic meetings between the contractor and subcontractors to coordinate the work of each trade one with the other, the materials and equipment needed to properly complete the work and ordering of those materials and equipment, preparation of schedules, layouts and phasing of the work as required to meet the government's stated needs, preparation and delivery of submittals, manufacturer’s product data, etc., scheduling of construction activities in the sequence required to obtain the best results, periodic inspections of the work to assure compliance with the Contract Documents, visual inspections of the work to assure compliance with aesthetic requirements, maintenance and completion of all contract closeout documents, proper storage of materials at the site particularly items requiring specific environmental conditions, protection of completed new work to minimize damage by other trades, cleaning, correction of punch list items of work after the final inspection, correction of warranty items during the warranty period, etc.

3. The prime contractor, each subcontractor, each equipment or material supplier and others who may be affiliated with the project are individually responsible for field verification of existing and new conditions that will affect their work, including the work of associated trades. Do not order, fabricate or install new items without field verification. Any discrepancy between the actual field dimension(s) and the size shown on the drawings, specifications, shop drawings, manufacturer’s product data, etc. must immediately be brought to the attention of the prime

I-5 contractor, project inspector and Contracting Officer. The prime contractor shall request written direction from the Contracting Officer. Individual sections of this specification are taken from the Base Master Specification. Therefore, not all products (materials, equipment, etc.)

specified may be required to complete the construction of this project. In accordance with

1.05 above, the contractor, each subcontractor, equipment and/or material supplier, and others associated with the project, must carefully examine the drawings to determine which products are required to fully complete the work. See paragraph 1.04 Discrepancies.

1.7 CONSTRUCTION DATA WORKSHEET (NOT USED)

1.8 METHODS:

A. The site shall be prepared, maintained, and operated by the contractor throughout the Work. Such preparation, maintenance, and operation include but are not limited to:

1. Preparation: Prevent damage to all existing construction, existing equipment and furnishings, existing utilities and paved areas, and new items such as recently installed materials and equipment, new stored materials, trees/shrubs/landscape features identified to remain at the site, and privately owned vehicles in and around the work site. The contractor responsible for the damage will be held liable for the repair or replacement of the damaged item as directed by the Contracting Officer.

2. Safety and Security: Occupied and unoccupied facilities must be maintained in a safe manner to prevent the possibility of injury to the occupants and workmen. Upon completion of the day’s work, the contractor is responsible for securing the facility to prevent unlawful entry to the facility. If the interior of the facility or any equipment or furnishings are damaged due to the contractor's failure to properly secure the facility, the prime contractor and/or the subcontractor responsible for securing the facility shall be held liable for the repair of the facility and replacement of the damaged equipment or furnishings as directed by the Contracting Officer.

3. Maintenance: Maintain the site in a neat and orderly manner to include daily trash/debris removal, stacking of material, control of surface drainage, mowing, and road sweeping.

4. Operation: Follow Occupational Safety and Health Administration requirements, US Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1, base law enforcement and base fire marshal requirements.

5. Trailers used for storage and/or temporary field offices shall be clean and well maintained and display only the name of the contractor or subcontractor.

1.9 CONSTRUCTION:

A. This project shall be constructed to conform to the latest edition of the following standards.

1. ASTM: American Society for Testing and Materials

2. ACI: American Concrete Institute

3. International Code Council, 2003 edition

a. International Building Code

b. International Fuel Gas Code

c. International Mechanical Code

d. International Plumbing Code

e. NFPA: National Fire Protection Association.

f. NEC: National Electric Code

g. Unified Facilities Criteria (UFC) UFC 4-010-01 dated 8 October 2003, DoD Minimum Antiterrorism Standards for Buildings.

h. Unified Facilities Criteria (UFC) UFC 3-600-01dated 17 April 2003 with change 16 January 2004, Fire Protection Engineering for Facilities.

i. Americans with Disabilities Act

j. ASCE 7-98

k. 1 Special Operations Civil Engineer Squadron Design & Construction Standards.

(Copy in 1 SOCES Engineering Flight office)

I-6

l. Unified Facilities Criteria (UFC) UFC 3-210-10 dated 25 October 2004, Low Impact Development .

B. The contractor is required to comply with all aspects of the Federal Aviation Regulation (FAR), Part 77, Objects Affecting Navigable Airspace, for all work associated with this contract. This includes, but is not limited to, the use of any and all equipment used to construct the facility and the facility itself. The contractor is required to obtain all necessary permits including FAA form 7460-1 (latest edition) and provide all necessary notices associated with this requirement. All work within the following areas must be coordinated in writing with the Contracting Officer 21 days in advance of commencement of the work:

1. LATERAL CLEARANCE AREA: A line 1000 feet from and parallel to the centerline of the runway.

2. TAXIWAY SETBACK: A line 200 feet from and parallel to the centerline of any taxiway.

3. APRON SETBACK: A line 125 feet from and parallel to the edge of the aircraft-parking apron.

4. CLEAR ZONE: A line 1500 feet from and parallel to the centerline of the runway beginning at the runway threshold and continuing for a distance of 3000 feet north and south of the ends of the runway.

C. A copy of FAR Part 77, and permit applications may be obtained from:

ARP Division ASO-600 Federal Aviation Administration P. O. Box 20636 Atlanta, Georgia 30320 Phone 404-3056700

1.11 SUBSTITUTIONS:

A. Throughout these specifications and/or on the drawings one or more "Trade Names" for a product may be listed. When this occurs, all parties agree that the phrases: "or equal," "or approved equal," and "or equal as approved," follow each "Trade Name" listed. The contractor may submit substitute products, meeting the identified salient characteristics (physical and functional), to the Contracting Officer for review and approval. The term “Trade Names” includes Acceptable Manufacturers listed under PART 2 PRODUCTS of the specifications.

B. Approval Required:

1. The Contract is based on the standards of quality established in the Contract Documents.

2. All products proposed for use, including those specified by required attributes and performance shall require approval by the Contracting Officer before being incorporated into the work.

3. Do not substitute materials, equipment, or methods unless such substitution has been specifically reviewed and approved for this Contract by the Contracting Officer.

4. Refer to section 01600 for substitution submittal requirements.

C. Do not assume that materials, equipment or methods submitted, as a substitution, will be approved as equal. The Contracting Officer is the sole interpreter of the Contract Documents.

1.12 ASBESTOS:

A. See section 01560, Environmental Protection

1.13 LEAD BASED PAINT

A. See section 01560, Environmental Protection

1.14 HAZARDOUS MATERIALS AND WASTE

A. See section 01560, Environmental Protection

1.15 CONTRACT PROGRESS REPORT

A. Contractor progress reports shall be made in a timely manner and in accordance with the contract documents.

B. Contractor shall use the Contract Progress Report form at the end of this section. As indicated on

I-7 the form, all listed items of work may not be applicable to this project. Contractor shall submit completed form to include only those items of work applicable to this project.

C. Item 73, “Close-Out Documents” has been assigned a value of 3%. This amount will be withheld from final payment until such time as all project record documents (including "As-Built" drawings), operation & maintenance data, spare parts & maintenance products, warranties, maintenance service, etc., have been turned over to the government. The contractor and subcontractors are advised to prepare these documents as the work progresses and not wait until the end of the project. These documents must be turned over to the government prior to the final inspection. The withholding of payment is not a penalty but is being done to assure compliance with specification Section 01700 CONTRACT CLOSEOUT.

1.16 CONTRACT PROGRESS SCHEDULE

A. The contractor must provide a copy of the Contract Progress Schedule when a task order will be over 30 days for Period of Performance, for review by the Contracting Officer or Contracting Officer Representative no later than 5 calendar days after the issuance of the Notice to Proceed.

If disapproved, the contractor shall resubmit the revised Contract Progress Schedule within 2 days of the date of the disapproval. The Contract Progress Schedule must be approved within 10 days of the date of the disapproval. No construction work shall start without an approved Contract Progress Schedule.

B. The Contract Progress Schedule must be based on the data in the Contract Progress Report attached to the end of the section.

C. In order to satisfy the contract requirements that work commence within 10 days of Notice to Proceed, the contractor may commence the submittal process in accordance with Section 01300.

PART 2 NOT USED

PART 3 NOT USED

END OF SECTION

SECTION 01010: SUMMARY OFWORK

I-8

PART 1 GENERAL

1.1 RELATED SPECIFICATION SECTIONS:

A. Section 01000 – GENERAL REQUIREMENTS.

1.2 WORK INCLUDED:

A. The contractor shall furnish all labor, materials, tools, supervision and equipment and perform all operations necessary to accomplish all work complete in place, as shown on the drawings when provided, specified herein, or as needed to perform painting operations.

1.3 JOB DESCRIPTION:

A. The work to be performed includes, but is not necessarily limited to, the following principal features:

1. Estimating work:

a. When estimating quantities of painting or interior finishing, the actual surface to be painted should be measured as accurately as possible from the plans or from measurements taken at the building. Do not deduct for windows or doors when estimating walls SF.

b. Doors and frames, line item price shall include both sides of door and frame.

c. Painting pipe use the following table:

d. Corrugated metal surfaces up to ¾” corrugation, multiply by 1.1: ¾” to 2” multiply by 1.5 anything over 2” multiply by 2.

e. Pavement striping shall be measured by the linear foot. Stripes 1 LF long and 1”

– 12” wide shall be considered 1 LF. Stripes 1 LF long and 13”- 24” wide shall be considered 2 LF, etc.

f. Contractor shall provide all roadway and airfield stencils when needed. All roadway stencils shall conform to FDOT Pavement Arrow and Message Details as shown in FDOT Roadway and Traffic Design Standards section 17346.

Airfield markings shall be governed by ETL 04-2. Stencils will become property of the government. Contractor shall ensure stencils are cleaned after each use and maintained in useable condition.

2. Mold / Mildew Remediation:

a. Contractor shall use all precautions to protect occupants of a facility and contract personnel by isolating area to be remediated and through use of PPE.

b. All materials removed which contain mold / mildew, shall be disposed of properly at an off base location.

c. Contractor may be required to replace wallboard in area where wallboard was removed with mold / mildew contamination.

d. Once mold / mildew has been cleaned or removed, contractor shall restore area where work was done to original condition.

3. Lead Based Paint:

a. When lead based paint is identified, contractor shall notify the Contracting Officer or government representative.

b. The government will make the determination to remove or encapsulate the lead based paint (LBP).

OD of pipe SF per LF ½” – 3” 1 4” – 7” 2 8” – 11” 3 12” – 15” 4 16” – 19” 5 20” – 22” 6 23” – 26” 7 27” – 30” 8

I-9

c. The contractor shall exercise all necessary precautions and abide by all Federal, State and Local laws and regulations when removing or encapsulating LBP.

d. Contractor shall use all necessary PPE while working with the LBP. Contractor shall also ensure occupants of facility are protected when necessary.

1.4 CONTRACTOR USE OF SITE AND PREMISES

A. Limit use of site to allow Owner visitation and inspection.

B. The contractor and subcontractors are permitted to use existing utilities available at the site. Use is subject to approval by the Contracting Officer. The 1 SOCES must approve all connections.

1.5 DISPOSAL

A. All scrap materials and debris shall be disposed of in an on- site contractor furnished dumpster, recycled through the base Recycling Center or hauled to an approved off base location.

B. All paint waste and paint related material shall be collected for disposal. This includes waste generated at the contractor’s storage site inside the Civil Engineering Compound. Latex or water based paint spilled or that drips to the ground from brush and equipment cleaning must be cleaned up immediately. Latex and water based paint brushes and rollers shall be cleaned in a sink or drainage system that is connected to the sanitary sewer system. Waste oil based paint and waste solvents used to clean brushes, rollers and spray guns must be cleaned inside the contractors secondary containment storage building and the waste shall be collected and managed as hazardous waste in accordance with state, federal, local rules and regulations, the Hurlburt Field Hazardous Waste Management Plan and Environmental Specification 01560. All spills including water based paints, oil based paints, solvents, etc. must be cleaned up immediately and there shall be no evidence that a spill occurred after cleanup. All spills regardless of quantity shall be reported to the QAP. Contractor shall brief all employees (including sub- contractors) of environmental requirements and make all employees aware of the critical location of their storage facility in relation to the nearby storm drain.

1.6 STORAGE AREA

A. Contractor will have a permanent lay-down/materials storage site in the 1 SOCES compound near facility 90055.

B. Contractor may coordinate with a facility user for temporary storage of supplies while work is underway for a delivery order.

C. The area must be maintained in a reasonably clean manner. Refer to section 3.06 of Spec 01560 prior to disposing of empty boxes, paper and other recyclables. All trash other than recyclables must be deposited in contractor furnished dumpster or taken to an authorized off base facility.

1.7 SAFETY

A. The pertinent sections of the following publications are applicable to all work on this project.

1. U.S. Army Corps of Engineers: EM 385-1-1, Safety and Health Requirements Manual.

2. Air Force Instruction (AFI) 91-301.

1.8 HAUL ROUTE AND LITTER (Not Used)

1.9 USE OF BARGE AREA (Not Used).

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTIONS

3.1 INSPECTION

A. The contractor shall accomplish work in an orderly progression of steps to satisfy the performance requirements of this specification.

3.2 HOURS OF WORK

A. Standard Work Hours: Normally from 7:00 a.m. to 4:00 p.m., Monday through Friday, excluding Federal Holidays and the day after Thanksgiving

B. Non-Standard Work Hour Approvals: Requests to work at times other than the specified standard work hours shall be made to the Contracting Officer in writing at least three business days prior to the proposed work. See Line Item List for Non-Standard Work Hour prices.

I-10

1. The letter shall state the dates desired to work and the work to be accomplished if approval is granted.

2. When additional inspecting forces are reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than the normal duty hours/days.

3. However, if inspectors are required to perform in excess of their normal duty days/hours solely for the benefit of the contractor, the actual cost of inspection at overtime rates will be charged to the contractor. After overtime rates have been determined the contractor shall be notified of the amount and the contract price shall be reduced appropriately by bilateral modification. The contractor shall also reflect the decreased amount in their next invoice request.

4. The Contractor shall be responsible for furnishing and maintaining any artificial lighting required during nighttime operations. Lighting shall be directed as not to interfere with aircraft or tower operations. The lighting equipment shall be capable of being removed from the runway within five minutes of notification. The Government reserves the right to accept or reject night work the following day under natural light conditions after the work is completed.

3.3 PHOTOGRAPHS

A. The contractor is advised to take pictures of any unforeseen site conditions found once job has started. Photos shall be submitted to contracting officer and 1 SOCES project manager.

3.4 QUALITY CONTROL

A. The contractor shall establish and maintain quality control to assure compliance with Contract Documents, and maintain records of his quality control for materials, equipment and construction operations.

3.5 CONSTRUCTION LAYOUT & VERIFICATION: (Not Used)

3.6 WARRANTY

A. The contractor’s shall warranty all work for one-year. If a completed job order is identified by the contractor as unacceptable by the Contracting Officer or designated representative, and if concluded that work was accomplished under appropriate conditions, work shall be re-accomplished at the expense of the Contractor.

END OF

SECTION

SECTION 01090 REFERENCE STANDARDS

I-11

PART 1 – GENERAL

1.1 RELATED SPECIFICATION SECTIONS:

A. Section 01000 - GENERAL REQUIREMENTS

1.2 SECTION INCLUDES

A. Applicability of Reference Standards.

B. Provision of Reference Standards at site.

C. Source and acronyms used for Reference Standards in Contract Documents.

1.3 APPLICABILITY OF REFERENCE STANDARDS

A. For products or workmanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. The publications listed in the various specification sections form a part of the specification to the extent referenced. The publications are referred to in the text by basic designation only.

C. Use the latest standard, except when a specific date is specified.

D. Disregard payment provisions contained in any portion of the referenced specifications and standards.

E. If the specified reference standard(s) conflicts with the Contract Documents, request clarification from the Contracting Officer before proceeding.

1.4 PROVISION OF REFERENCE STANDARDS AT SITE

A. When required by individual specifications sections, obtain a copy of the standard. Maintain a copy at the jobsite during submittals, planning, and progress of the specific work until completion.

1.5 ABBREVIATIONS & NAMES

A. Where acronyms or abbreviations are used in the specifications or other Contract Documents, they mean the recognized name of the trade association, standards-generating organization, and authority having jurisdiction or other entity applicable. Refer to “Encyclopedia of Associations” published by Gale Research Co., available in most libraries.

1.6 SOURCE FOR REFERENCE STANDARDS

AASHTO American Association of State Highway and Transportation

Officials 444 N. Capital St., NW, Suite 249 Washington, DC 20001

ACI American Concrete Institute P.O. Box 19150 Detroit, MI 48219

ACPA American Concrete Pipe Association 8300 Boone Blvd., #400 Vienna, VA 22182

ANSI American National Standards Institute 11 West 42nd St.

New York, NY 10036

ASNT American Society for Non-destructive Testing 4153 Arlingate Plaza Columbus, OH 43228-0518

ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103

I-12

AWS American Welding Society P.O. Box 351040 Miami, FL 33135

AWWA American Water Works Association 6666 West Quincy Denver, CO 80235

CFR Code of Federal Regulations Order from:

Superintendent of Documents Government Printing Office Washington, DC 20402-9371

CRSI Concrete Reinforcing Steel Institute 933 No.

Plum Grove Rd.

Schaumburg, IL 60173-4758

CS United States Department of Commerce Standard Order from:

National Technical Information Service 5285 Port Royal Rd.

Springfield, VA 22161

FAA Federal Aviation Administration Department of Transportation Order from:

Superintendent of Documents Government Printing Office Washington, DC 20402-9371 For documents offered at no cost, order from: Dept. of Transportation

ATTN: M443.2

400 Seventh St., SW Washington, DC 20590

FS Federal Specificati ons Order from:

Standardization Documents Order Desk Bldg 4, Section D 700 Robbins Ave.

Philadelphia, PA 19111-5094

FTM-STD Federal Test Method Standards Order from:

Standardization Documents Order Desk Bldg 4, Section D

I-13

700 Robbins Ave.

Philadelphia, PA 19111-5094

MS Military Specifications (MILSPEC) Standardization Documents Order Desk Bldg 4, Section D 700 Robbins Ave.

Philadelphia, PA 19111-5094

MSS Manufacturers’ Standardization Society of the Valve and Fittings Industry 127 Park St., NE Vienna, VA 22180

NBS National Bureau of Standards (U. S. Department of Commerce) Gaithersburg, MD 20234

OSHA Occupational Safety and Health Administration (U.S. Department of Labor) Order from:

Superintendent of Documents Government Printing Office

Washington, DC 20402-9371

PART 2 - PRODUCTS: NOT USED.

PART 3 - EXECUTION: NOT USED.

I-14

SECTION 01300: SUBMITTALS

PART 1 GENERAL

1.1 RELATED SPECIFICATION SECTIONS:

A. Section 01000 – GENERAL REQUIREMENTS

1.2 WORK INCLUDED:

A. Throughout the Contract Documents, the minimum acceptable quality of workmanship and materials has been defined by manufacturer's name and catalog number, reference to recognized industry and Government standards, or description of required attributes and performance.

B. Make all submittals required by the Contract Documents to be sumitted via AF Form 3000, in a timely manner to allow the government 10 business days for review and approval and completion of the delivery order within the allotted performance time.

1. Long lead items such as scheduling a specialized sub-contractor, special equipment, etc. must be submitted within 15 days of Notice to Proceed.

2. All submittals must be made within 15 days of Notice to Proceed for each delivery order.

3. Late submittals that result in delayed delivery of materials and equipment, which will affect the completion and acceptance of the delivery order by the government, and will not be a justification for a time extension.

4. Revise, submit and/or resubmit (submittals) as necessary to establish compliance with the specified requirements.

1.3 QUALITY ASSURANCE:

A. Coordination of Submittals: Prior to each submittal, carefully review and coordinate all aspects of each item being submitted and verify that each item and the submittal for it conforms in all respects with the requirements of the Contract Documents. By affixing his signature to each submittal, the contractor certifies that this coordination and verification has been performed.

B. Certificates of Compliance:

1. Certify that all materials used in the work comply with all specified provisions thereof.

Certification shall not be construed as relieving the contractor from furnishing satisfactory materials if, after tests are performed on selected samples' the material is found to not meet specific requirements.

2. Show on each certification the name and location of the work, name and address of contractor, quantity and date or dates of shipment or delivery to which the certificate applies, and name of the manufacturing or fabricating company. An officer of the manufacturing or fabrication company shall sign certificates.

3. In addition to the above information, all laboratory test reports submitted with Certificates of Compliance shall show the date or dates of testing, the specified requirements for which testing was performed, and results of the test or tests.

PART 2 PRODUCTS

2.1 SHOP Drawings AND COORDINATION Drawings:

A. Shop Drawings: Make all shop Drawings, when required, accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the work.

2.2 MANUFACTURER'S LITERATURE

A. Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly indicate which portion of the contents is being submitted for review.

PART 3 EXECUTION

3.1 IDENTIFICATION OF SUBMITTALS:

A. General: Consecutively number all submittals.

B. Internal Identifications: On at least the first page of each copy of each submittal and elsewhere as required for positive identification, clearly indicate the submittal number in which the item was included.

C. Indicate Project Title and Contract Number

I-15

3.2 COORDINATION OF SUBMITTALS:

A. General: Prior to submittal for approval, use all means necessary to fully coordinate all material including, but not necessarily limited to:

1. Determine and verify all interface conditions, catalog numbers and similar data.

2. Coordinate with other trades as required.

3. Clearly indicate all deviations from requirements of the Contract Documents.

B. Grouping of submittals: Unless otherwise specified, make all submittals in groups containing all associated items to ensure that information is available for checking each item when it is received.

Partial submittals will be rejected as not complying with the provisions of the Contract Documents and the contractor shall be strictly liable for all delays so occasioned.

C. Interior Finish Materials/Colors/Samples: All interior finish materials/colors/samples, including but not limited to, flooring, base, paint/stain, wall coverings, interior signage, etc., shall be submitted as a group (one submittal) to allow the government to review/approve/disapprove and select/coordinate the interior finish materials/colors prior to being incorporated into the work.Upon receipt of the government's approved selections, the contractor shall provide the government with actual samples of each item for the record, minimum size 4"x4", except laminate plastic chips shall be manufacturer's standard size.

D. Exterior Finish Materials/Colors/Samples: All exterior finish materials/colors/samples, including but not limited to, brick, concrete masonry, exterior insulation finish system, stucco, paint/stain, exterior signage, pavers, windows, doors, etc., shall be submitted as a group (one submittal) to allow the government to review/approve/disapprove and /select/coordinate the exterior finish materials/colors prior to being incorporated into the work. Upon receipt of the government's approved selections, the contractor shall provide the government with actual samples of each item for the record, minimum size 4"x4".

3.3 SUBMITTAL APPROVAL:

A. General: Approval by the Contracting Officer shall not be construed as a complete check, but only that the general method of construction and detailing is satisfactory. Review and approval by government shall not relieve the contractor from responsibility for errors that may exist, or from liability for failure to comply with the intent of the Contract Documents.

B. Revisions After Approval: When a submittal has been approved, a re-submittal by the contractor for the purpose of substitution of materials or equipment, will not be considered unless accompanied by an acceptable explanation as to why the substitution is necessary.

C. Unnecessary Submissions: When the contractor elects to provide the materials, equipment, etc., that was used as the basis for the design and is the exact: Manufacture's name, catalog number, size, and finish as shown in the drawings or specified herein, no submittal is required. The contractor however shall submit a letter to the Contracting Officer stating that he will use the specified product. All field-testing associated with the material or equipment, etc. must be performed and submitted to the Contracting Officer for approval.

3.4 SCHEDULE OF MATERIAL SUBMITTALS.

A. Assign numbers to these items to be submitted, beginning with the number 1 and continuing through the last submittal. Items that are disapproved and require resubmittal shall be numbered with the original submittal number followed by R1 if the first resubmittal of the item, R2 if the second resubmittal, and so on, until final approval is given.

I-16

SECTION 01560 ENVIRONMENTAL PROTECTION

Part 1 GENERAL

1.1 RELATED SPECIFICATION SECTIONS:

A. Section 01000 – GENERAL REQUIREMENTS

1.2. SECTION INCLUDES

A. The environmental protection required for this contract.

1.3. REFERENCES

A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

1. CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910.1200, Hazard Communication Standard 40 CFR 110, Discharge of Oil 40 CFR 112, Oil Pollution Prevention 40 CFR 122, EPA Administered Permit Programs: The National Pollutant Discharge Elimination

System 40 CFR 125, Criteria and Standards for the National Pollutant Discharge Elimination System

(NPDES)

40 CFR 260-273, Resource Conservation and Recovery Act (RCRA) 40 CFR 279, Standards for the Management of Used Oil 40 CFR 300, National Oil and Hazardous Substances Pollution Contingency Plan 40 CFR 355, Emergency Planning and Notification 40 CFR 403, General Pretreatment Regulations for Existing and New Sources of Pollution 49 CFR 171-172, General Information, Regulations and Definitions, and Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, Training requirements, and Security Plans

2. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA PL 96-510, Comprehensive Environmental Response Compensation and Liability Act of

3. FLORIDA ADMINISTRATION CODE (FAC)

FAC 62-25, Regulation of Stormwater Discharge FAC 62-150, Hazardous Substance Release Notification FAC 62-210, Stationary Sources – General Requirements FAC 62-212, Stationary Sources – Preconstruction Review FAC 62-346, Environmental Resource Permitting in Northwest Florida FAC 62-555, Permitting and Construction of Public Water Systems FAC 62-604, Collection System and Transmission Facilities FAC 62-730, Hazardous Waste FAC 62-762, Petroleum Storage Systems, Aboveground Storage Tank Systems FAC 62-770, Petroleum Contamination Site Cleanup Criteria

4. HURLBURT FIELD INSTRUCTIONS AND DIRECTIVES

Hurlburt Field Instruction 32-700, Hazardous Material Management Hurlburt Field Directive for Mercury and Fluorescent Lamps Hurlburt Field Ozone Depleting Management Plan Hurlburt Field Integrated Contingency Plan Hurlburt Field Environmental Restoration Program (ERP) Management Action Plan Hurlburt Field Hazardous Waste Management Plan Hurlburt Field Landscape Development Plan Hurlburt Stormwater Pollution Prevention Plan

5. AIR FORCE INSTRUCTIONS (AFI) AND DIRECTIVES

AFI 23-204, Organizational Fuel Tanks AFI 32-7044, Storage Tank Compliance AFI 32-7086, Hazardous Material Management AFI 32-7042, Waste Management

1.4 QUALITY ASSURANCE

A. Contractor shall establish and maintain quality control for environmental protection of all items http://www.ecfr.gov/cgi-bin/text-idx?SID=fa9cd790c2b9efe98538b451e93cc7c8&mc=true&node=pt40.22.122&rgn=div5 http://www.ecfr.gov/cgi-bin/text-idx?SID=fa9cd790c2b9efe98538b451e93cc7c8&mc=true&node=pt40.22.122&rgn=div5

I-17 set forth herein. The Contractor shall record on daily reports any problems in complying with laws,regulations, permit requirements, ordinances, and corrective action taken. The Contractor shall immediately inform the Contracting Officer of any environmental problem.

Part 2 PRODUCTS (NOT USED)

Part 3 EXECUTION (NOT USED)

3.10 SOLID WASTE

A. The contractor shall make every attempt to reduce the generation of solid and hazardous waste to the maximum extent possible. The contractor shall utilize the Base Recycling Center (884- 7577) for any office paper, cardboard, plastic, or metal wastes related to a project whenever possible.

Segregation measures shall be employed so that no hazardous or toxic waste is co-mingled with solid waste. The Contractor shall dispose of solid waste in compliance with Federal, State, local requirements and base Solid Waste Management Plan. Outside waste receptacles when in use shall be covered/closed and in serviceable condition to prevent the collection of rain water and prevent spillage. Vehicles used in transporting refuse shall be covered and enclosed to prevent spillage. Expense and cleanup of any spills on or off base are always the responsibility of the contractor.

B. Solid Waste Management Plan Implementation

1. The Contractor shall designate an on-site party (or parties) responsible for instructing workers and overseeing and documenting results of the Solid Management Plan for the project.

2. The Contractor shall distribute copies of the Solid Management Plan to key personnel and submit the plan to the Contracting Officer as part of the Environmental Protection Plan (see Submittals section).

3. The Contractor shall provide on-site instruction of appropriate separation, handling, and recycling, salvage, reuse, and return methods to be used by all parties.

4. The Contractor shall lay out and label a specific area to facilitate separation of materials for potential recycling, salvage, reuse, and return. Recycling and waste bin areas are to be kept neat and clean and clearly marked in order to avoid contamination of materials.

3.11 HAZARDOUS WASTE (Includes Special and Universal Waste)

A. The contractor shall be considered the primary co-generator for all hazardous wastes generated throughout the duration of the contract. All hazardous waste management activities shall be coordinated and approved by 1 SOCES/CEIE.

B. The contractor’s key personnel must attend the Hurlburt Field Hazardous Waste Awareness briefing prior to starting work on base. For reservations, contact Randy Trent at (850) 884-7923 or email randy.trent@hurlburt.af.mil.

C. The contractor is responsible for the management and disposal of all hazardous wastes he/she generates on base. All cost for labor, equipment, materials, transportation, and other services required to comply with federal, state and local laws governing hazardous/special waste management and disposal are the responsibility of the contractor.

D. The contractor shall characterize their waste streams using specific and technical knowledge, MSDS,s and/or sampling and analysis. This responsibility also includes preparation of waste profile sheets, manifests (regulated and non regulated) packaging, marking and labeling of wastes containers.

E. The contractor shall manage all hazardous waste, special waste, and universal waste IAW the HFLD Hazardous Waste Management Plan. The contractor shall ensure that all employees, including their subs, comply with the rules and procedures outlined in the Hurlburt Field Hazardous Waste Management Plan.

F. The contractor shall be familiar with and have immediate access to the following publications and regulations:

1. Environmental Protection Agency (EPA): Title 40 Code of Federal Regulations, Parts 260- 279 mailto:randy.trent@hurlburt.af.mil

I-18

2. Department of Transportation (DOT): Title 49 Code of Federal Regulations, Parts 171-

3. Hurlburt Field Hazardous Waste Management Plan

G. If transportation of Hazardous Wastes is required, the contractor shall possess or ensure the transportation company used for transportation of hazardous waste has a valid state and federal EPA identification number and all DOT requirements are met.

H. The contractor shall prepare profiles and manifests for all waste transported off base for disposal.

A designated representative from 1 SOCES/CEIE, Environmental Element, must approve and sign the hazardous waste/non-hazardous waste manifest. Contractor shall ensure the signed manifest is returned to 1 SOCES/CEIE within 45 days from the time it’s received at the disposal facility.

I. The Hurlburt Field Hazardous Waste Storage Facility may accept contractor’s hazardous, special and universal waste (that was generated on base) depending on type of waste, quantities generated and provisions of the contract. 1 SOCES/CEIE must approve acceptance of the waste before it’s generated.

3.12 HAZARDOUS MATERIALS

A. For the purposes of the document, Hazardous Materials (HM) is defined as any product, material, chemical or substance listed in 49 CFR 172.101 (revised) and 40 CFR 302-304 (revised). Specifically, a HM is any substance or material, in any quantity or form that has the potential to harm human health or the environment or displays specific characteristics (reactive, corrosive, ignitable, and toxic).

B. Absolutely no HM shall be brought onto Hurlburt Field until that material is coordinated with Base Hazardous Material Program Manager per AFI 32-7086, Hazardous Materials Management. This requirement shall apply for all HM that the contractor intends to bring onto government property for any/all processes or applications. The contractor shall submit a complete hazardous material inventory list including manufacturer specific Safety Data Sheets (preferred electronic copy), part number/trade name, container size, estimated usage quantities and any other supporting documentation for each HM used prior to contract start or introduction of that material to Hurlburt Field. The HM inventory shall include the contract number, performance period, and a contractor point of contact for HM matters. A m o n t h l y H M i n v e n t o r y i n c l u d i n g q u a n t i t i e s p u r c h a s e d s h a l l b e s u b m i t t e d t o t h e H M P r o g r a m . All excess material and empty containers are the responsibility of the contractor and shall be removed accordingly at the end of the contract. Should contractor HM requirements change during the performance period, the Contractor shall immediately notify the Base HM Program Manager of such changes in writing.

C. Storage of Hazardous Materials: All HM shall be stored at Hurlburt Field with approval and coordination from 1 SOCES/CEIE, the base Fire Department (1 SOCES/CEF), and Wing Safety(1 SOW/SEG). The contractor shall observe HM storage practices in accordance with regulations, policies, plans and procedures employed by the base. HM storage shall be in a manner that limits exposure to rainfall and prevents releases to the environment.

D. All contractor personnel shall immediately report to the Contracting Officer and 1 SOCES/CEIE any hazardous materials, substances (including suspect asbestos containing materials), chemicals, or contaminated areas encountered. Further, the contractor personnel shall immediately cease work in the area unless the work is of an emergency nature and the risk of exposure can be mitigated by the use of personal protective equipment (PPE) or clothing. The government will determine the best means of sampling and corrective action and will notify the contractor accordingly.

E. The contractor shall not use, store, or handle any Class I ODS during the course of this contract.

F. All hazardous materials and waste resulting from construction projects (including renovation/repair and demolition) shall be managed in accordance with local, state, federal and Hurlburt Field rules and regulations.

3.13 TOXIC WASTE

A. Asbestos: All asbestos work must be accomplished in accordance with federal, state, and local laws and the Hurlburt Field Asbestos Management Plan. See Section 02075.

Notice of Asbestos Renovation or Demolition, DEP Form 62-257.900(1) must be submitted to Florida Department of Environmental Protection at least 10 working days prior to any

I-19 demolition and/or renovation regardless of whether asbestos is present or not. A copy of this notification and all asbestos surveys conducted must be provided to 1 SOCES/CEIE prior to performing any work. Upon completion of any asbestos abatement, the contractor will provide copies of all disposal waste manifests to 1 SOCES/CEIE, Toxic Substance Program Manager.

A copy of all submittals must be provided to 1 SOCES/CEIE with adequate time built in for review.

The use of materials, products or equipment containing asbestos will not be allowed in the execution of this project. See sample list below.

Prior to the commencement of construction, the prime contractor, each subcontractor and material/equipment supplier shall provide the Contracting Officer and 1 SOCES/CEIE with a certified signed statement that to the best of their knowledge, no asbestos will be used in the execution of this project. Additionally, the contractor must have available the most current Safety Data Sheet proving the materials contain no asbestos.

Sample list of Asbestos Containing Materials (ACM):

Note: The following list does not include every product/material that may contain asbestos. It is intended as a general guide to show which types of material may contain asbestos.

Base flashing Cement wallboard Adhesives

Caulking/putties Fireproofing materials Vinyl wall coverings

Joint compounds Construction mastics Acoustical plaster

Decorative plaster Textured paints/coatings

Ceiling tiles & lay-in-panels

Spray-applied insulation

Taping compounds (thermal)

Caution needs to be taken to ensure materials purchased do not contain one or more % asbestos by volume.

B. Lead Based Paint: No paint containing lead shall be used during the course of this contract.

The Occupational Health and Safety Act (OSHA) Lead Construction Standard, 29 CFR

1926.62 is in effect whenever materials are disturbed that contain any amount of lead. This will require contractors disturbing lead-based paint to institute medical surveillance, training, engineering controls, worker protection measures and employee monitoring until monitoring results per the lead paint standard demonstrate that employee exposure is below the action level and permissible…